HomeMy WebLinkAboutResolution 64-25RECORD OF RESOLUTIONS
BARRETT BROTHERS - DAYTON, OHIO Form 6301
64-25 Resolution No. Passed .
ACCEPTANCE OF A PRELIMINARY PLAT FOR THE SUBDIVISION OF 12.79 ACRES INTO 7 SINGLE-FAMILY LOTS WITH 0.5 ACRES OF OPEN SPACE AND DEDICATION OF RIGHT-OF-WAY FOR LIU COURT (CASE 24-128PP)
WHEREAS, application for approval of the preliminary plat for the Liu Court
development, has been made under Chapter 152 of the Codified Ordinances of the
City of Dublin; and
WHEREAS, the Council has considered the recommendation of the Planning and
Zoning Commission, the reports of staff, and the subdivision requirements of Chapter
152 of the Codified Ordinances of the City of Dublin, and desires to approve said plats
and accept all rights of way, easements, and other interests dedicated to the City
therein;
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Dublin, State of
Ohio, /__ of the elected members concurring that:
Section 1. The City Council hereby approves and accepts the preliminary plat for the
Liu Court development, attached hereto and incorporated by reference as Exhibit A.
Section 2. The City Manager, Law Director, Clerk of Council, and any other required
City employee or official are authorized to execute the plat on behalf of the City.
Section 3. Pursuant to Section 4.04 of the Charter, this resolution shall take effect
immediately upon passage.
Passed this i= day of Ne , 2025.
Lt Ca. Bo
Mayor — Presiding Officer
Aw fh /)
ATIEST:
of Covncil
To: Members of Dublin City Council
From: Megan D. O’Callaghan, City Manager
Date: November 12, 2025
Initiated
By:
Jennifer M. Rauch, AICP, Director of Community Planning & Development
Tammy Noble, Senior Planner
Re: Resolutions 64-25 and 65-25 - Acceptance of a Preliminary Plat and Final Plat
for the subdivision of 12.79 acres into seven lots with 0.5 acres of open space
and dedication of right-of-way for Liu Court (Case 24-128PP and Case 25-
026FP).
Request
This is a request for a Preliminary Plat (PP) and Final Plat (FP) for a 12.79-acre site to establish
7 single-family residential lots and a reserve. The site currently features a single-family residential
structure that will remain on site; however, all other amenities, including a tennis court and two
detached structures, will be removed. The development includes a new public road, Liu Court,
and 0.5 acres of open space. The site is zoned R-1, Restricted Suburban Residential District and
will be developed under this standard zoning district.
Process
As provided by the Law Director’s Office, when City Council approves preliminary and final plats,
the process is solely to identify property lines, establish easements, dedicate open space, and
create public rights-of-way.
Background
The Planning and Zoning Commission heard the Preliminary Plat on April 17, 2025, and had
significant discussion about the project, including the size of the existing and proposed houses,
building orientation, density, and grading. The need for a left-turn lane along Dublin Road and
the proposed fee-in-lieu options for a required shared use path were also discussed. The limited
scope of PZC’s review was discussed in relation to the platting of a development under the
standard zoning district requirements. The application was tabled at the applicant’s request to
allow the applicant to respond to the Commission’s comments.
The applicant subsequently addressed the Commission’s comments, including the conditions of
approval recommended by staff, and filed Preliminary and Final Plat applications, which were
heard by the Planning and Zoning Commission on October 23, 2025. The Planning Report
provided to the Commission incorporated input from the Law Director’s Office and noted the
following:
Office of the City Manager
5555 Perimeter Drive • Dublin, OH 43017-1090
Phone: 614-410-4400 • Fax: 614-410-4490 Memo
Memo re. Resolutions 64-25 and 65-25 – Liu Court
November 12, 2025
Page 2 of 4
“These are preliminary and final plat applications in an R-1, Restricted Suburban Residential
district. The review of the preliminary and final plats is governed exclusively by Section 152.019
in the subdivision code, and the R-1 district provides minimum lot and yard dimensions at
Section 153.020(C) of the Zoning Code incorporated by reference in Section 152.019. Unlike
preliminary and final plat applications accompanying Planned Development District (PUD) or
Bridge Street District applications that the Commission frequently hears, the plat application in
this case only considers whether the applicable code minimums have been depicted on the
proposed plat. There is no discretion for the Commission to consider additional factors,
including building form, architecture, or density (so long as the lot size minimums are met). If
the plat meets the minimum conditions and is approved, any building upon the lots created will
be subject to stormwater, engineering, and building staff review. The individual structures will
also be required to meet the Residential Appearance Standards listed in Section 153.190 of the
Zoning Code. These are reviewed administratively at the building permit stage.”
Description
This is a request to subdivide 12.79 acres into seven single-family lots, with 0.5 acres of
open space designated as a private reserve, and to construct a new public street (Liu
Court) to provide access to the development. The applicant intends to develop the
proposal under the current R-1: Restricted Suburban Residential District. The proposal is
required to meet the development standards outlined in the Code, which include a
minimum lot size of 40,000 square feet and a minimum lot width of 60 feet at the right-
of-way line and 150 feet and front building line, which are met.
The proposed lots will have a minimum building line setback of 40 feet from Dublin
Road, based on the 80-foot ROW, and a varied building line setback from Liu Court. The
development standards are summarized in the table below:
Lot
Identification
Lot Size (Minimum
40,000 square
feet/0.918 acres)
Lot Width at
Front Building
Line (Minimum
150 feet).
Front
Building
Line
Setback
Lot 1 0.921 Acres 152.41 +/- feet 36
Lot 2 1.55 Acres 150.49 +/- feet 92
Lot 3 1.575 Acres 150.78 +/- feet 65
Lot 4 3.001 Acres 251.95 +/- feet 41
Lot 5 1.337 Acres 150.86 +/- feet 31
Lot 6 1.302 Acres 251.24 +/- feet 36
Lot 7 0.931 Acres 250 feet +/- feet 31
Transportation & Mobility
To access the subdivision, a new left turn lane on Dublin Road and the construction of a
new public street with associated infrastructure improvements are required. The new
public street, Liu Court, is designated as a future Shared Street and will include a 58-
foot ROW with a 24-foot paved street, 6-foot sidewalks, and 8-foot tree lawns with
street trees. To promote mobility objectives, an 11-foot Shared Use Path (SUP) along
the east side of Dublin Road is also required and accommodated in the plat.
Memo re. Resolutions 64-25 and 65-25 – Liu Court
November 12, 2025
Page 3 of 4
Utilities & Stormwater
Water and sanitary sewer utilities are available on site. The existing water line is located
on the west side of Dublin Road, and the sanitary sewer runs north/south through the
middle of the site.
The existing ditch along the north property line connects to an existing 24-inch culvert
under Dublin Road and outlets to the Scioto River. This will be relocated 30 feet north
and placed within an 83-foot storm easement. Stormwater from the development will
outlet to the southern property line of lot 5. The subdivision will connect to the public
sanitary sewer system and file a sanitary PTI sewer extension through the Ohio
Environmental Protection Agency. Water quality control is provided through a proposed
underground detention system beneath the Liu Court cul-de-sac. Per the City of Dublin
Stormwater Design Manual, stormwater quantity control is not required.
Open Space/Reserve
Residential subdivisions are required to provide open space in proportion to the number
of units proposed. Based on the proposed seven dwelling units, a total of 0.466 acres of
open space is required. The proposal includes 0.598 acres of open space, which exceeds
the minimum requirement. The proposed open space reserve will be privately owned
and maintained by the HOA and is intended to provide shared visual and physical access
to the Scioto River. The applicant has provided plans for the open space, which include
a gravel path, retaining walls, benches, and landscaping. This space is designed for and
intended for the use of the residents of Liu Court.
Landscaping
For a standard residential subdivision, street trees are required to be planted within the
8-foot tree lawn of the ROW, spaced 45 feet on center, which is met. The applicant
proposes two types of large street trees: Swamp White Oaks along Dublin Road and
Urban Elms along Liu Court. Additional deciduous trees - Scarlet Oak, Green Mountain
Sugar Maple, and Swamp White Oak - will be planted within the landscape buffer along
Dublin Road. All other landscaping, including front yard trees, will be finalized during
building permitting as part of the final residential site design.
Architecture
The site is zoned R-1, Restricted Suburban Residential District and is required to meet
the Residential Appearance standards in Section 153.190. The section outlines the
minimum architectural requirements for residential homes. Some examples of the
requirements are masonry chimneys, building materials finishes, exposed foundation
cladding (must include brick, stone, or split face block, or patterned concrete). The
section also requires four-sided architecture and includes requirements for garage doors
based on the type of garage, minimum roof pitches, shutters or trim requirements on all
windows. All building materials must meet industry standards and have 30-year life
span. All building permits will be reviewed against these standards.
Memo re. Resolutions 64-25 and 65-25 – Liu Court
November 12, 2025
Page 4 of 4
Recommendation of the Planning and Zoning Commission
At the October 23, 2025, Planning and Zoning Commission meeting, the Commission
recommended approval of the Preliminary and Final Plat to City Council as outlined below.
Preliminary Plat with no conditions.
Final Plat with the following conditions:
1) The applicant adds evergreen trees within the landscape easement, subject to staff
review and approval, as part of the Final Plat at City Council.
2) The applicant continues to work with Engineering on the final location and design of
the Shared Use Path along Dublin Road, including the easement width necessary for
the path maintenance and/or construction, prior to approval of the Final Plat at City
Council.
3) The location of the driveway on Lot 1 is restricted to the most eastern location
allowable based on setbacks, subject to staff approval.
4) The location of the driveway on Lot 7 is restricted to line up with the driveway on Lot
1 or located further to the east, subject to staff approval.
5) The applicant continues to work with the Engineering Division to resolve all comments
provided on the plans and make any adjustments to the plat with the submission of
the Final Plat at City Council.
The applicant has addressed conditions one and five and will continue to work with staff to
address the remaining conditions through the permitting process.
Recommendation
Approval of Resolutions 64-25 and 65-25 for a Preliminary and Final Plat for Liu Court.
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AECP900TBM1
CP947
CP9950
10
1
8
1
7
DUBLIN ROADPID: 273-001924-00
ZONING: R-1
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
ZONING: R-1
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001925-00
ZONING: R-1
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001926-00
ZONING: R-1
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
ZONING: PLR
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
ZONING: R-1
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-001793-00
ZONING: R-1
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001787-00
ZONING: R-1
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.78 ACRES
LIU CO
U
R
T
SCIOTO RIVERRESERVE A
2
13
12
11
14
15
84
9
6
7
2772
2788
6 2789
2
3
4
Area: 130,733 SF
(3.00 AC)
6
Area: 56,744 SF
(1.30 AC)
7
Area: 40,531 SF
(0.93 AC)
5
Area: 58,218 SF
(1.34 AC)
9
1
Area: 40,116 SF
(0.92 AC)
2
Area: 67,760 SF
(1.56 AC)
3
Area: 68,609 SF
(1.58 AC)
5
3
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:31 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 TS&GN.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
APPROVED:
CITY OF DUBLIN:
SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE
AND GENERAL LOCATION OF THE PROJECT AND DOES NOT CONSTITUTE
ASSURANCE TO OPERATE AS INTENDED. ALL TECHNICAL DETAILS REMAIN THE
RESPONSIBILITY OF THE PROFESSIONAL CIVIL ENGINEER PREPARING THE PLANS.
REGISTERED ENGINEER E-86125 DATE
DIRECTOR OF ENGINEERING/CITY ENGINEER
CITY OF DUBLIN, OHIO
PAUL A. HAMMERSMITH, P.E.
DATE
STANDARD CONSTRUCTION DRAWINGS
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON THESE
PLANS SHALL BE CONSIDERED A PART THEREOF.
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
MD-02
MD-03
MD-05
PD-02
PD-03
PD-04
PD-06
RD-01
RD-02
RD-03
RD-05
RD-08
RD-10
RD-15
SA-04
ST-01
ST-03
ST-04
ST-05
ST-06
WA-01
CITY OF DUBLIN
(2020 EDITION)ODOT
BP-3.1
CITY OF COLUMBUS:
APPROVAL ON THE PART OF THE CITY OF COLUMBUS IS GIVEN PURSUANT TO THE
PROVISIONS OF THE WATER SERVICE AGREEMENT BETWEEN THE CITY OF DUBLIN AND THE
CITY OF COLUMBUS, OHIO, ON APRIL 13, 1993 AND ALL SUBSEQUENT AMENDMENTS
THEREOF.
INDEX MAP
SHEET INDEX
1 - TITLE SHEET
2 - GENERAL NOTES
3 - TYPICAL SECTIONS & DETAILS
4 - EXISTING CONDITIONS & DEMOLITION PLAN
5 - SITE PLAN
6 - UTILITY PLAN
7 - PLAN & PROFILE
8 - STORM PROFILE
9 - GRADING PLAN
10 - CUL-DE-SAC DETAIL
11 - DRIVEWAY DETAIL
12 - EROSION CONTROL PLAN
13 - EROSION CONTROL NOTES
14 - EROSION CONTROL DETAILS
15 - EROSION CONTROL DETAILS
16 - UNDERGROUND DETENTION DETAILS
17 - UNDERGROUND DETENTION DETAILS
18 - UNDERGROUND DETENTION DETAILS
19 - TREE PRESERVATION
20 - TREE PRESERVATION SCHEDULE
21 - LANDSCAPE PLAN
22 - LANDSCAPE DETAILS
23 - LANDSCAPE DETAILS
24 - LANDSCAPE SPECS
25 - LANDSCAPE SPECS
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
Ohio Utilities Protection Service
Call 811before you dig
PUBLIC STREET, STORM, AND WATER IMPROVEMENTS
FOR
LIU COURT
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
TITLE SHEET1/25
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVERBASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
DATE
DIRECTOR, DEPARTMENT OF PUBLIC UTILITIES
CITY OF COLUMBUS, OHIO
DATE
ADMINISTRATOR, DIVISION OF WATER
CITY OF COLUMBUS, OHIO
SITE DATA
ZONING:
PROPERTY OWNER:GEORGE CRIMSON LLC
PARCEL ID:273-001786-00
SITE ACREAGE:12.820 (REC)
12.793 (MEASURED)
SITE ZONING R-1, RESTRICTED SUBURBAN
RESIDENTIAL DISTRICT
FEMA FLOODPLAIN:39049C0151K (6/17/2008) ZONE X
SITE LAYOUT DATA:
TOTAL LOTS:7 LOTS
GROSS DENSITY (NET
DENSITY):0.55 LOTS/ACRE
MINIMUM DRIVE AISLE WIDTH:24'
MINIMUM LOT WIDTH:150' AT THE FRONT LINE OF THE
DWELLING
MINIMUM FRONT YARD
SETBACK:30'
MINIMUM REAR YARD SETBACK:50'
TOTAL SIDE YARD SETBACK:25', 8' MINIMUM ON ONE SIDE
REAR YARD MINIMUM:20% OF THE LOT DEPTH
BUILDING DATA:
BUILDING HEIGHT:35' MAXIMUM HEIGHT
LANDSCAPE DATA:
EXISTING IMPERVIOUS AREA:1.04 AC
PROPOSED IMPERVIOUS AREA:2.01 AC
GREENSPACE:10.10 AC (79%)
HORZ 1"=60'0 100 200
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03 PROFE
SSIONA L E N G INEERR
EGIS T E R E DSTATE OF O
H
IOE-86125
MATTHEW
LILIE
J.
07/17/2025
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:31 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 TS&GN.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES GENERAL NOTES2/25
GENERAL NOTES
1.CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND
MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO
(HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL
CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN
SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY
THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS
UNLESS OTHERWISE NOTED.
2.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,
TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE
CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR
FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT
DOCUMENTS.
3.THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES
OF INTENT (NOI), BUILDING PERMITS, ETC.
4.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN
WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,
STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE
PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE
ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146.
6.FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE
REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF
ENGINEERING THAT DOCUMENTS "AS_BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND
ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE
PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE
CONSTRUCTIONS DRAWINGS.
7.THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT_OF_WAY
AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS,
UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,
REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.
IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN
OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
9.NON_RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR
HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER
CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR
WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE
GRADES AND CROSS_SECTIONS THAT EXISTED BEFORE CONSTRUCTION.
11.TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR
COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION
97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED
UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR
FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT
TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
12.DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR
FLOODPLAIN) IS NOT PERMITTED.
13.ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN
RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR
REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
14.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR
REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE
CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
15.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF
MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE
SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF
COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT
BE APPROVED FOR INSTALLATION.
16.BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES,
ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.)
SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS OR FLOWABLE CDF, TYPE II ACCORDING TO ITEM 613. ITEM 911 OF THE
STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
17.THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS
AND A LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY
OF COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING
CONSTRUCTION.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISION
CITY OF COLUMBUS
1800 EAST 17TH AVENUE
COLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERING
CITY OF DUBLIN
6555 SHIER RINGS ROAD
DUBLIN, OHIO 43016
18.ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE
APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING
HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE
PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING
HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
19.ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR
REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH
VISIBILITY FENCING PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 - INCHES
OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED WITH FENCING
PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT
INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE
REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING.
20.CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT,
UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER. USE OF PNEUMATIC AIR RAM
DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING
STREETS MUST BE OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING
BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING PAVEMENT
BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE II) SHALL BE USED IN PLACE OF
COMPACTED GRANULAR BACKFILL, ACCORDING TO ITEM 613 OF THE STANDARD
SPECIFICATIONS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE
RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL
ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO
THE CITY.
22.PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING
PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. PAVEMENT REPLACEMENT SHALL BE
CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND
APPLICABLE CITY OF DUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS,
HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT, ETC. SHALL BE
PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWINGS.
23.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED
ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM
ANY BROKEN BRANCHES AS NEEDED.
24.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN
APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.
25.ALL INLETS SHALL BE CHANNELIZED.
26.PARK AREAS SHALL BE FINE_GRADED AND SEEDED WITH THE FOLLOWING MIXTURE:
IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
GERMINATION RATE: 85%
APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS
AND RECREATION, CITY OF DUBLIN, OHIO.
27.TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST
ANCHOR BASE INSTALLATION AND MEET ALL REQUIREMENTS OF ODOT TC-41.20 AND
APPLICABLE CITY OF DUBLIN SPECIFICATIONS.
28. STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING
COLORED IN WHITE DISPLAYED OVER A BROWN BACKGROUND. SIGN TUBING SHALL BE
BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE
INSTALLATION REQUIREMENTS OF ODOT TC-41.20.
UTILITIES
1.THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS
PROJECT:
AEP OHIO - ELECTRIC
BREEZELINE - TELECOM
COLUMBIA GAS OF OH-COLUMBUS - GAS
DUBLIN SEWER - SANITARY SEWER
DUBLIN WATER - WATER MAIN
DUBLIN DIVISION OF ENGINEERING - STORMWATER
AT&T - TELECOM
CHARTER COMM - TELECOM
2.THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES
PROTECTION SERVICE (TELEPHONE NUMBER 800_362_2764), PRODUCER'S UNDERGROUND
PROTECTION SERVICE (TELEPHONE NUMBER 614_587_0486), AND TO OWNERS OF
UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND
PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START
OF CONSTRUCTION.
3.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE
CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS
AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY
OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR
OF THE SAME AND FOR ANY RESULTING CONTINGENT DAMAGE.
4.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND THE CITY ENGINEER.
6.PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF
DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
1.TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR ACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(OMUTCD), CURRENT EDITION.
2.ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00
AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE
CITY ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM
ONE_LANE TWO_WAY TRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE
FLAGMEN DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENT WHENEVER ONE_LANE,
TWO_WAY TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS
DIRECTED BY THE CITY ENGINEER.
3.IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER
PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED,
OFF_DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
4.STEADY_BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND
SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT.
5.ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING
RESIDENTS OR BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT FOR MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY
VEHICLES. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE
PROPOSED MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFIC CONTROL PLAN MUST
INCORPORATE ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC
CONTROL PLAN PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
1.THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT
(NOI) TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO
OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE
UNDER THE OHIO EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE
NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY
BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE
MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL
SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER.
AN INDIVIDUAL NPDES STORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE
CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
2.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM
WATER RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW,
AND STORM SEWERS.
3.ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT
LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND
TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
4.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES
CONSISTENT WITH EROSION CONTROL PRACTICES.
5.DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE
SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER
SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE
GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION
BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
1.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE
DEPARTMENT PRIOR TO BLASTING FOR ROCK EXCAVATION. THE CONTRACTOR SHALL
SUBMIT BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE
OWNER, AND THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON
"AS_BUILT" CONSTRUCTION DRAWINGS.
WATER LINE
1.ALL WATER LINE MATERIALS SHALL BE PROVIDED AND INSTALLED ACCORDING TO CURRENT
SPECIFICATIONS OF THE CITY OF COLUMBUS DIVISION OF WATER.
2.ALL PUBLIC WATER PIPE WITH A DIAMETER 3 INCHES TO 8 INCHES SHALL BE DUCTILE IRON,
CLASS 53. PUBLIC WATER PIPE 12 INCHES IN DIAMETER OR LARGER SHALL BE DUCTILE IRON,
CLASS 54. PUBLIC WATER PIPE 20 INCHES IN DIAMETER OR LARGER MAY BE PRESTRESSED
CONCRETE PIPE. PRIVATE WATER PIPE SHALL MEET THE APPROVAL OF THE CITY OF
COLUMBUS DIVISION OF WATER PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS.
3.ONLY FIRE HYDRANTS CONFORMING TO CITY OF COLUMBUS STANDARDS WILL BE
APPROVED FOR USE.
4.PUBLIC WATER LINES SHALL BE DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF
WATER. REQUESTS FOR WATER LINE CHLORINATION SHALL BE MADE THROUGH THE CITY
OF DUBLIN DIVISION OF ENGINEERING. THE COST FOR CHLORINATION SHALL BE PAID FOR
BY THE CONTRACTOR.
5.ALL WATER LINES SHALL BE DISINFECTED ACCORDING TO ITEM 801.13 OF THE STANDARD
SPECIFICATIONS. SPECIAL ATTENTION IS DIRECTED TO APPLICABLE SECTIONS OF
AMERICAN WATER WORKS ASSOCIATION SPECIFICATION C_651, PARTICULARLY FOR
FLUSHING (SECTION 5) AND FOR CHLORINATING VALVES AND FIRE HYDRANTS (SECTION 7).
PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 801.12 OF THE
CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. WHEN WATER LINES
ARE READY FOR DISINFECTION, THE CITY OF DUBLIN SHALL SUBMIT TWO (2) SETS OF
"AS-BUILT" PLANS, AND A LETTER STATING THAT THE WATER LINES HAVE BEEN PRESSURE
TESTED AND NEED TO BE DISINFECTED, TO THE CITY OF COLUMBUS, DIVISION OF WATER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE
DISINFECTION OF ALL WATER LINES CONSTRUCTION PER THIS PLAN. PRESSURE TESTING
SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 801.12 OF THE CITY OF COLUMBUS
CONSTRUCTION AND MATERIAL SPECIFICATIONS.
6.THE CONTRACTOR SHALL PAINT ALL FIRE HYDRANTS ACCORDING TO CITY OF DUBLIN
STANDARDS. THE COST OF PAINTING FIRE HYDRANTS SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE FOR FIRE HYDRANTS.
7.NO WATER TAPS OR SERVICE CONNECTIONS (E.G., TO CURB STOPS OR METER PITS) MAY BE
ISSUED UNTIL ADJACENT PUBLIC WATER LINES SERVING THE CONSTRUCTION SITE HAVE
BEEN DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER AND HAVE BEEN
ACCEPTED BY THE CITY ENGINEER. A TAP PERMIT FOR EACH WATER SERVICE MUST BE
OBTAINED FROM THE CITY OF DUBLIN AND THE CITY OF COLUMBUS DIVISION OF WATER
BEFORE MAKING ANY TAPS INTO PUBLIC WATER LINES.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF COLUMBUS DIVISION OF WATER AT 645_7788
AND THE CITY OF DUBLIN DIVISION OF ENGINEERING AT LEAST 24 HOURS BEFORE TAPPING
INTO EXISTING WATER LINES.
9.ALL WATER MAIN STATIONING SHALL BE BASED ON STREET CENTERLINE STATIONING.
10.ALL BENDS, JOINT DEFLECTIONS AND FITTINGS SHALL BE BACKED WITH CONCRETE PER
CITY OF COLUMBUS STANDARDS.
11.THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED PROPERTY OWNERS AT
LEAST 1 WORKING DAY BUT NOT MORE THAN 3 WORKING DAYS PRIOR TO ANY TEMPORARY
INTERRUPTION OF WATER SERVICE. INTERRUPTION OF WATER SERVICE SHALL BE
MINIMIZED AND MUST BE APPROVED BY THE CITY ENGINEER.
12.WATER METERS SHALL BE INSTALLED INSIDE PROPOSED STRUCTURES UNLESS A METER
PIT INSTALLATION IS APPROVED BY THE CITY OF COLUMBUS DIVISION OF WATER. METER
PITS MUST CONFORM TO STANDARD DRAWINGS L-7103, A&B FOR 5/8" THROUGH 1" METERS
OR L-6317, A, B, C&D FOR 1-1/2" OR LARGER METERS.
13.WATER LINES TO BE INSTALLED IN EMBANKMENT AREAS SHALL BE PLACED AFTER THE
EMBANKMENT HAS BEEN PLACED AND COMPACTED ACCORDING TO THE STANDARD
SPECIFICATIONS.
14.CURB STOP BOXES SHALL BE LOCATED AT LEAST 1 FOOT INSIDE THE RIGHT_OF_WAY AND
SET AT FINISHED GRADE.
15.IF THE TOP OF THE OPERATING NUT OF ANY VALVE IS GREATER THAN 36 INCHES BELOW
FINISHED GRADE, AN EXTENSION STEM SHALL BE FURNISHED TO BRING THE TOP OF THE
OPERATING NUT TO WITHIN 24 INCHES OF FINISHED GRADE ELEVATION.
16.ALL WATER LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 4 FEET MEASURED FROM TOP
OF FINISHED GRADE TO TOP OF WATER LINE. WATER LINES SHALL BE SET DEEPER AT ALL
POINTS WHERE NECESSARY TO CLEAR EXISTING OR PROPOSED UTILITY LINES OR OTHER
UNDERGROUND RESTRICTIONS BY A MINIMUM OF 18 INCHES.
17.TWO ¾ INCH TAPS SHALL BE INSTALLED WITHIN 2 FEET OF THE END OF THE LINE ON ALL
DEAD-END WATER LINES.
STORM SEWER
1.ALL STORM WATER DETENTION AND RETENTION AREAS AND MAJOR FLOOD ROUTING
SWALES SHALL BE CONSTRUCTED TO FINISH GRADE AND HYDRO_SEEDED AND
HYDRO_MULCHED ACCORDING TO ITEMS 203 AND 659 OF THE STANDARD SPECIFICATIONS.
2.WHERE PRIVATE STORM SEWERS CONNECT TO PUBLIC STORM SEWERS, THE LAST RUN OF
PRIVATE STORM SEWER CONNECTING TO THE PUBLIC STORM SEWER SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM DESIGNATION C76, WALL B, CLASS IV
FOR PIPE DIAMETERS 12 INCHES TO 15 INCHES, CLASS III FOR 18 INCHES TO 24 INCH PIPES,
AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II, UNLESS OTHERWISE SHOWN ON THE
APPROVED CONSTRUCTION DRAWINGS. INSPECTION IS REQUIRED BY THE CITY OF DUBLIN'S
DIVISION OF ENGINEERING.
3.GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912
OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO
ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
4.ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM
DESIGNATION C76, WALL B, CLASS IV FOR PIPE DIAMETERS 12 INCHES TO 15 INCHES, CLASS
III FOR 18 INCHES TO 24 INCH PIPES, AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II,
UNLESS OTHERWISE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS.
5.HEADWALLS SHALL BE REQUIRED AT ALL STORM SEWER INLETS OR OUTLETS TO AND FROM
STORMWATER MANAGEMENT FACILITIES. NATURAL STONE AND/OR BRICK APPROVED BY
THE CITY ENGINEER SHALL BE PROVIDED ON ALL VISIBLE HEADWALLS SURFACES.
6.STORM INLETS OR CATCH BASINS SHALL BE CHANNELIZED AND HAVE BICYCLE SAFE
GRATES. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO AND ALL CURB INLET AND
CATCH BASIN GRATES SHALL INDLUCE ENGRAVED LETTERING: “DUMP NO WASTE; DRAINS
TO RIVER.”
6.STORM SEWER OUTLETS GREATER THAN 18 INCHES IN DIAMETER ACCESSIBLE FROM
STORMWATER MANAGEMENT FACILITIES OR WATERCOURSES SHALL BE PROVIDED WITH
SAFETY GRATES, AS APPROVED BY THE CITY ENGINEER.
7.HP STORM AND HP SANITITE OR APPROVED EQUAL ARE APPROVED ALTERNATIVES TO
REINFORCED CONCRETE PIPE IN PAVED AND NON PAVED AREAS AS APPROVED BY THE CITY
ENGINEER. THIS INCLUDES APPLICATIONS INSIDE THE RIGHT-OF-WAY.
8.HP STORM AND HP SANITITE OR APPROVED EQUAL PIPE JOINTS SHALL BE WATERTIGHT
ACCORDING TO REQUIREMENTS OF ASTM D3212. PIPES SHALL BE JOINED WITH A
GASKETED INTEGRAL BELL & SPIGOT JOINT MEETING THE REQUIREMENTS OF ASTM F2881
(HP STORM) AND ASTM F2764 (HP SANITITE). GASKETS SHALL BE INSTALLED BY PIPE
MANUFACTURER AND COVERED WITH REMOVABLE, PROTECTIVE WRAP TO ENSURE THE
GASKET IS FREE FROM DEBRIS. A JOINT LUBRICANT AVAILABLE FROM THE MANUFACTURER
SHALL BE USED ON THE GASKET AND BELL DURING JOINT ASSEMBLY.
9.ALL BEDDING MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF COLUMBUS STANDARD
CONSTRUCTION DRAWING AA-S149.
10.BACKFILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH ITEM 911 OR ITEM 912 OF THE
CITY OF COLUMBUS CONSTRUCTION MATERIAL SPECIFICATIONS (CMS).
11.BACKFILL MATERIAL IN AREAS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE
PLACED IN ACCORDANCE WITH ITEM 901 OF THE CITY OF COLUMBUS (CMS).
ALL HP STORM AND HP SANITITE PIPE (FOR STORM SEWER) SHALL BE MANDREL TESTED IN
ACCORDANCE WITH CITY OF COLUMBUS ITEM 901.21, WITH THE EXCEPTION THAT THE WAITING
PERIOD PRIOR TO TESTING SHALL BE 30 DAYS.
MAIL DELIVERY
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN
THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS
RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION
THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE
RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION.
ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US
POSTAL SERVICE AND THE HOMEOWNER.
2.BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S.
POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE
POSTAL SERVICE.
USE OF FIRE HYDRANTS
1.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE
DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIRE HYDRANTS
WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF
DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS.
THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED FROM DUBLIN AND
COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS
SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
2.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM
THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATING THAT THE
CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS
PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.
WATER COORDINATE TABLE
DESCRIPTION
8"-11.25° BEND
8"-11.25° BEND
8"-11.25° BEND
8"x6" TEE
8"x6" TEE
8"-11.25° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
6"-22.5° BEND
6"-22.5° BEND
8"x6" TEE
8" PLUG & THRUST BLOCK
24"x8" TAPPING SLEEVE & VALVE
STATION
10+38.36
10+62.02
11+75.21
11+89.66
14+16.98
14+75.32
15+15.59
15+51.75
15+70.41
15+89.84
16+12.81
16+35.24
16+48.41
16+64.81
16+67.06
16+67.95
94+57.29
OFFSET
14.30' L
19.33' L
19.32' L
19.34' L
19.31' L
18.77' L
17.54' L
20.86' L
26.54' L
42.71' L
49.85' L
47.79' L
40.87' L
21.17' L
13.93' L
11.07' L
19.57' L
CL ELEVATION
848.49
848.28
844.42
843.77
834.59
833.02
832.12
831.32
830.86
830.22
829.60
829.60
829.60
829.60
829.60
829.60
848.96
AS-BUILT NORTHING AS-BUILT EASTING AS-BUILT CL ELEVATION
WATER COORDINATE TABLE
DESCRIPTION
FIRE HYDRANT
6" GATE VALVE
FIRE HYDRANT
FIRE HYDRANT
6" GATE VALVE
8" GATE VALVE
8" GATE VALVE
STATION
11+89.60
14+16.98
14+16.98
16+63.85
16+65.03
16+67.68
94+57.29
OFFSET
16.00' L
17.21' L
16.00' L
13.03' L
13.36' L
11.94' L
16.17' L
CL ELEVATION
843.81
834.74
834.78
829.68
829.78
829.60
848.93
AS-BUILT NORTHING AS-BUILT EASTING AS-BUILT CL ELEVATION
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:31 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 TS&GN.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES℄1.56%
10234571
58'
RIGHT-OF-WAY
6'-0'' WALK
(RD-05)
28'
B/C TO B/C 1'-0''1'-0''
(TYP)8'-0'' TREE LAWN6'-0'' WALK
(RD-05)
3.13%
6'' MIN.
TYPICAL SECTION LEGEND
ITEM 441 - 1 1/4" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, (448) PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.075 GAL/S.Y.
ITEM 441 - 1 3/4'' ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE 2, (448), PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.10 GAL/S.Y.
ITEM 301 - 3'' ASPHALT CONCRETE BASE
ITEM 304 - 6" AGGREGATE BASE
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING, CLASS 1 AS PER PLAN
(SEE NOTE 32 ON GENERAL NOTE PAGE)
ITEM 608 - 4'' CONCRETE SIDEWALK
ITEM 304 - 3'' AGGREGATE BASE
ITEM 653 - 3" TOPSOIL FURNISHED AND PLACED
1
2
3
4
5
6
7
8
9
10
11
NOTE A
TACK COAT (AC) FACE OF CURB (INCIDENTAL
TO ITEM 441 ASPHALT CONCRETE.)
ITEM 441 ASPHALT SURFACE COURSE IS TO BE
MAXIMUM 1/4" ABOVE GUTTER PLATE.
NOTE B
NOTE A (TYP)
NOTE B (TYP)
1/2''/1'1/2''/1'
1.56%
1.56%1.56%
PROFILE
ELEVATION
2'-0''14''12''
8'-0'' TREE LAWN
4:
1
4:14:14:
1
11
98
TYPICAL SECTIONS &DETAILS3/25
NO. 57 AGGREGATE
ODOT ITEM 605 4" PIPE
UNDERDRAIN (720.01) (TYP)
CITY OF DUBLIN CONCRETE
COMBINATION CURB &
GUTTER RD-02 (TYP)
6
TYPICAL SECTION - LIU COURT
NOT TO SCALEA
3.13%3.13%3.13%
ESTIMATE OF QUANTITIES
THESE QUANTITIES HAVE BEEN PROVIDED ONLY AS AN ESTIMATE TO THE SCOPE OF THE WORK. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO EVALUATE THE COMPLETE PROJECT AS DETAILED IN THE
NOTES, PLANS, AND SPECIFICATIONS AND PROCEDURES NECESSARY FOR THE COMPLETION OF THE PLAN
IMPROVEMENTS AND SUBMIT HIS TOTAL PROJECT COST ACCORDINGLY.
DEMOLITION
ITEM QUANTITY UNIT DESCRIPTION
201 LUMP SUM CLEARING AND GRUBBING
202 55 EA REMOVE TREE
202 2 EA REMOVE TREE STUMP
202 1356 SY DRIVE REMOVED
202 367 LF FENCE REMOVED
202 37 LF WALL REMOVED
202 3 EA BUILDING REMOVED
202 1 EA TENNIS COURT REMOVED
SITE
203 CY EXCAVATION
203 CY EMBANKMENT
204 2,074 SY SUBGRADE COMPACTION
207 27 CY STABILIZED CONSTRUCTION ENTRANCE
207 1 EACH DESIGNATED CONCRETE WASHOUT AREA
207 8 EACH INLET PROTECTION
207 497 LF PERIMETER FILTER FABRIC FENCE
301 173 CY 3" ASPHALT CONCRETE BASE
304 346 CY 6" AGGREGATE BASE
407 156 GAL TACK COAT (0.075 GAL/SY)
407 207 GAL TACK COAT (0.10 GAL/SY)
441 72 CY 1.25" ASPHALT CONCRETE SURFACE COURSE
441 101 CY 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE
608 7,751 SF 4" CONCRETE WALK
608 EACH TYPE "A" CURB RAMP
609 1,257 LF COMBINATION CURB AND GUTTER
630 4 EACH STREET SIGN (RD-10)
630 1 EACH STOP SIGN (RD-10)
659 1,129 SY SEEDING AND MULCHING
STORM
601 CY ROCK CHANNEL PROTECTION, TYPE C WITH FILTER
604 5 EACH 48" TYPE "C" MANHOLE (AA-S102) W/ CITY OF DUBLIN LID (ST-03)
604 1 EACH
48" TYPE "C" MANHOLE (AA-S102) W/ CITY OF DUBLIN LID (ST-03) (OUTLET
STRUCTURE)
604 6 EACH CURB & GUTTER INLET (AA-S125A) W/ GRATE (ST-04)
604 2 EACH CB (AA-S130)
604 1 EACH PRECAST HEADWALL (AA-S168)
901 44 LF 12" RCP STORM PIPE, WITH ITEM 911 BACKFILL
901 339 LF 12" RCP STORM PIPE, WITH ITEM 912 BACKFILL
901 LF 18" RCP STORM PIPE, WITH ITEM 911 BACKFILL
901 81 LF 18" RCP STORM PIPE, WITH ITEM 912 BACKFILL
901 LF 24" RCP STORM PIPE, WITH ITEM 912 BACKFILL
901 51 LF 24" RCP STORM PIPE, WITH ITEM 911 BACKFILL
WATER
801 LF 6 INCH WATER PIPE AND FITTINGS
801 700 LF 8 INCH WATER PIPE AND FITTINGS
802 EACH 8" VALVE AND APPURTENANCES
802 4 EACH 6" VALVE AND APPURTENANCES
805 7 EACH 3/4" WATER TAP
809 3 EACH FIRE HYDRANT TYPE A
SPEC LUMP SUM SURVEY COORDINATES
CALCULATED BY: DATE: CHECKED BY:
STA 10+68.60 TO 14+60.99
7192 AT&T
BELL SYSTEMS
322A56
TOP=853.62' (3' LID)
SW6959
FRONTIER 7192
w/ELEC.&COMM. DROPS
w/RISER
ICV
OUTLET
INTERCOM
w/ELEC.&COMM. DROP
3 SIDED
BARN
ICV
ICV
ICV
ICV
LOW AREA
ICV
ICV
ELEC. RISER
OUTLET
VACANT
w/ELEC.&COMM. DROPS
ICV
ICV
OUTLET
3" CAST IRON EXPOSED PIPE
MOUNTED ON TREE
3" CAST IRON EXPOSED PIPE
3" CAST IRON EXPOSED PIPE
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
TOP=836.17'
INV. 36" RCP N/S=819.42'
(77-003-CIP)
TOP=840.90'
INV. 36" NE/S=819.90'
(77-003-CIP)
2"
1"
2"
2"
PUMP HOUSE 2" SPP TO BLD.
814.96
6 CMP
819.73
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66
6 CMP
829.17
TBOX
WOWWAY 7177 DUBLIN RD ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRESinlet windowinlet window12" RCP12" CPP18"
R
C
P
24" RCP
cannot open12" RCPINV:851.28
DIRECTION ONLY
EXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADINV:840.88
GALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
825
8308
2
6
8
2
7
828829831831835840840
8
4
0
831832833834836837838
839
825
830835835
835840826827828829831832833
833
833834834
834
836836836
837838839841
8
4
0
8
4
5
83
9
8
4
1
8
4
2
8
4
3
8
4
4
8
4
6
8
4
7
8
4
8
8
4
9
85285382082
58308358
4
0
8458508198218
2
2
82
382
4
8
2
6
8
2
7
8
2
8
8
2
9
831
832
8338348368378378378388398
4
184
2
8438448
4
6847848849 835840
845831832833834836837838839841842843
8448468478488498408458418428438448468
4
7
825830830830 8218228238248268278288298318328338
3
4 800805810815820 79879980180280380480680780880981181281381481681781881
9
8258308358408458
2
18228238248268278288298318328338348
3
6837
8388398418428438448468478482
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
D.
B
.
3
7
2
0
,
P
G
.
5
3
6
20' SANITA
R
Y
EASEMENT
D.B. 3720, P
G
.
5
3
6
1
2
3
4
4
5
6
EX UTILITY POLE
(TBR)
EXISTING PAVEMENT TO BE
SAWCUT PER CITY OF
COLUMBUS STANDARD
DRAWING 1441 & FULL
PAVEMENT REPAIR
562.54'116.39'131.62'110.70'82.7
7
'
190.67'118.79'343.43'800.40'645.82'180.3
'
79.1
5'
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 11:41 AM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 DXTP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EXISTING CONDITIONS &DEMOLITION PLAN4/25
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
CODED NOTES
EXISTING WALL TBR
EXISTING FENCE TBR
EXISTING TENNIS COURT TBR
EXISTING BUILDING TBR
EXISTING HOUSE TO REMAIN
EXISTING OVERHEAD ELECTRIC POLE & GUY WIRE
TBRO, COORDINATE WITH UTILITY PROVIDER TO
RECONNECT TO EXISTING HOUSE
1
2
3
4
5
6
DEMOLITION LEGEND
TBR TO BE REMOVED
TBRO TO BE REMOVED AND
RELOCATED BY OTHERS
TBRR TO BE REMOVED AND
REPLACED
ASPHALT PAVEMENT TO BE
REMOVED
CONCRETE PAVEMENT TO BE
REMOVED
MILLING LIMITS
ITEM TO BE REMOVED
PAVEMENT TO BE SAWCUT
EXISTING UTILITY TO BE
REMOVED
TREE TO BE REMOVED
ALL SPRINKLER HEADS TO BE
REMOVED
SEE ROAD WIDENING PLANS FOR
DEMOLITION WITHIN THE R/W
HORZ 1"=40'0 40 80
NOTES
1.REFER TO TREE PRESERVATION
SHEETS 19-20 FOR TREE
REMOVAL INFORMATION
2"
1"
2"
2"ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRES
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
24'
E/P TO
E
/
P 12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5
'
S
IDE
YARDSETBACK12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5' REAR YARDSETBACKE
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
EX 20' SAN
I
T
A
R
Y
EASEMENT
36' FRONT YARD
SETBACK
40' DUB
L
I
N
RD BUIL
D
I
N
G
SETBAC
K50' REAR YARDSETBACK50' REAR YARDSETBACK50' REAR
Y
A
R
D
SETBACK
50' RE
A
R
Y
A
R
D
SETBA
C
K
50' REAR
Y
A
R
D
SETBACK
40' DUBL
I
N
RD BUIL
D
I
N
G
SETBAC
K
58'
R/W
LIU COU
R
T
50' REAR
Y
A
R
D
SETBAC
K
PROP 10
'
R/W DED
I
C
A
T
I
O
N
36' FRON
T
YARD
SETBAC
K
31' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
41' FRONT
YARD
SETBACK 12.5
'
S
IDE
YARDSETBACK50' SIDE YARDSETBACK50' SIDE
Y
A
R
D
SETBACK
1
2
.
5
'
S
IDE
YARDSETBACKPROP 83' STORM
EASEMENT
20'
LANDSC
A
P
E
EASEME
N
T
PROP 30' S
A
N
I
T
A
R
Y
EASEMENT
P
R
O
P
3
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
PROP 20' STORM
EASEMENT
PROP 20' STORM
EASEMENTPROP 20'SANITARYEASEMENTPROP 20' STORM
EASEMENT
PROP GRAVEL PATH,
SEE LANDSCAPE
PLANS FOR DETAILS
N83°56'54"E - 152.47'
N83°56'54"E - 389.84'S13°14'25"E - 116.39'N76°33'00
"
E
-
2
1
5
.
8
8
'N21°46'09"E - 140.77'N75°48'41
"
E
-
1
3
1
.
6
2
'S20°11'31"E - 110.70'S70
°
2
3
'
1
5
"
E
-
8
2
.
7
7
'
S70
°
5
8
'
2
4
"
E
-
9
5
.
9
3
'
N87°42'49"E - 190.67'
N88°09'02"E - 192.68'S01°42'42"W20.60'N64°3
4'
2
0
"
E
-
3
6
7.
5
1'S01°42'42"W - 98.19'S06°54'37"W - 94.11'N88°12'27"E - 158.34'
N50°
4
7'
0
7"
E -
1
4
0.
9
0'S06°54'37"W - 106.85'S06°54'37"W - 142.46'N88°12'27"E - 404.04'
N88°12'27"E - 167.57'
S88°16'20"W - 435.20'N01°47'33"W - 51.68'S88°16'20"W - 355.09'
N74°16'2
7
"
E
-
2
5
8
.
7
8
'S15°33'22"E - 147.11'S15°33'22"E - 150.37'N29°16'27"E33.40'S15°33'22"E - 167.79'S74°16'2
7
"
W
-
1
0
6
.
5
8
'
L=175.77,R=121.00
N22°29'41"W
-
67
.71
'L=101.05,R=17
9
.
0
0
L
=
3
8
.
3
4
,R=60.00L=7
7
.
0
4,
R
=60.00
L=26.87, R=60.00
L=46.91, R=60.00L=62.64, R=60.00
L=38.98, R=121.00S22°29'41"E
-
67
.87
'L=38.29,R=179.00L=10
4.5
9,
R
=
1
7
9
.0
0
L=95 .97 ,R=179.00
L=21.17, R=179.00
N74°16'2
7
"
E
-
1
0
6
.
5
8
'N13°25'56"W - 249.38'N08°41'06"W - 83.09'2
AREA: 67,760 SF
(1.56 AC)
3
AREA: 68,609 SF
(1.58 AC)
4
AREA: 130,733 SF
(3.00 AC)
6
AREA: 56,744 SF
(1.30 AC)
7
AREA: 40,531 SF
(0.93 AC)
5
AREA: 58,218 SF
(1.34 AC)
R60'
R46'
B/CR75'B/C20'
LANDSC
A
P
E
EASEME
N
T
12.5' SIDE
Y
A
R
D
SETBACK
12.5' SIDE
Y
A
R
D
SETBACK
92' FRONT
YARD
SETBACK
65' FRONT
YARD
SETBACK
PROP 30' STORM
EASEMENTPROP 20'SANITARYEASEMENTPROP
SANITARY
EASEMENT
(VARIES)PROP 20'SANITARYEASEMENT
RESERVE A
AREA: 26,048 SF
(0.60 AC)R162'R138'R77'R77'
R162'
R44'
R44'PROP 20'SANITARYEASEMENT10+00
11+00
12+00
13
+
0
0
14+0015+0016
+
0
0
16
+
1
8BP: 10+00.00PC: 11+75.21PT: 13
+
9
3
.
1
1
PC: 14
+
6
0
.
9
9
PT: 15+63.05EP: 16+17.65L=124.12,R=60.002' SHARE
D
USE PAT
H
EASEME
N
T
2' SHAR
E
D
USE PAT
H
EASEME
N
T
N6
0
°
4
3
'
3
3
"
W
32
.
9
6
'
1
AREA: 40,116 SF
(0.92 AC)
PROP 20' STORM
EASEMENT180.3
'
79.1
5'
STOP S
I
G
N
HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:15 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 SP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES SITE PLAN5/25
SITE LEGEND
PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
CURB AND GUTTER
SIGN
HATCH LEGEND
CONCRETE SIDEWALK PER CITY OF
DUBLIN STANDARD CONSTRUCTION
DRAWING RD-05 TO BE CONSTRUCTED
BY DEVELOPER AT THE TIME OF STREET
CONSTRUCTION
PROPOSED SWALE
TOP=853.62' (3' LID)
w/RISER
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
TOP=836.17'
INV. 36" RCP N/S=819.42'
(77-003-CIP)
TOP=840.90'
INV. 36" NE/S=819.90'
(77-003-CIP)
2"
1"
2"
2"
PUMP HOUSE 2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRESinlet windowinlet window12" RCP12" CPP18"
R
C
P
24" RCP
cannot openEXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)WV
WV
WV
WV
4
2
10
124"
STM
1
8
"
S
TM
12" STM
8" SAN
8
7
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
10+00
11+00
12+00
13
+
0
0
14+0015+0016
+
0
0
16
+
1
8
101
10012" STMEX 12
"
S
T
M
E
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
EX 20' SAN
I
T
A
R
Y
EASEMENTDUBLIN ROADLIU COU
R
T
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
1
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
16
+
1
8
16
+
7
6
9+75
10+00
8" SAN
PROPOSED 20'
SANITARY SEWER
EASEMENT
12" STM
12
"
S
T
M
6
7
5
8
9
11
12" STM
12" STM
12
13 12" STM15
14
PROP 30' S
A
N
I
T
A
R
Y
EASEMENT
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
P
R
O
P
3
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
12" STM15" STM
PROP 83' STORM
EASEMENT
PROP 20' STORM
EASEMENT
PROP 20' STORM
EASEMENT
PROP 30' STORM
EASEMENTPROP 20'SANITARYEASEMENT8" WM
8"
W
M
8" WM
FIRE HYDRANT
STA:11+89.60
CL ELEV:843.81
PROP 30' STORM
EASEMENT
PROP 20'STORM
EASEMENT
2788
2772
PROP 6" SAN SERVICE
@ 2.08% MIN
2
3
6
2789
8" SAN8" SAN
8" SAN8" SAN
2
AREA: 67,760 SF
(1.56 AC)
3
AREA: 68,609 SF
(1.58 AC)
4
AREA: 130,733 SF
(3.00 AC)
6
AREA: 56,744 SF
(1.30 AC)
7
AREA: 40,531 SF
(0.93 AC)
5
AREA: 58,218 SF
(1.34 AC)20'
PROP
SANITARY
EASEMENT
(WIDTH VARIES)PROP 20'SANITARYEASEMENT8" SAN
9
1
AREA: 40,116 SF
(0.92 AC)
FIRE HYDRANT
STA:14+16.98
CL ELEV:834.78
PROP 20' STORM
EASEMENT
FIRE HYDRANT
STA:16+63.85
CL ELEV:829.68
AS PER
SANITARY
PLANS
AS PER
SANITARY
PLANS
AS PER
SANITARY
PLANS
PAD=852.00
PAD=852.00
REAR=842.00
PAD=847.00
REAR=837.00
PAD=837.00
REAR=827.00
PAD=842.00
PAD=852.00
10312" STM 102
104
36" S
T
M
105 12" STM106
HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 UP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UTILITY PLAN6/25
UTILITY LEGEND
GAS
SANITARY GRAVITY
SANITARY SERVICE
WATER
DOMESTIC WATER SERVICE
FIRE WATER SERVICE
ELECTRIC
TELECOMMUNICATION
FIBER-OPTIC
STORM SEWER
CATCH BASIN
SANITARY MANHOLE
FIRE HYDRANT
WATER VALVE
FIRE DEPARTMENT CONNECTION
WATER MAIN
FIRE HYDRANT
LIGHT POLE (BY OTHERS)
STM
WV
FDC
WM
7192
A
T
&
T
TOP
=
8
5
3.
6
2' (
3'
LI
D)
SW6
9
5
9
INTER
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RI
S
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R
OUTL
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T
TOP
=
8
2
8.
9
3'INV. 1
2"
S
P
P
=
8
2
7.
3
8'(ACC
O
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DI
N
G
T
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PI
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S
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P
T.
1
6
9
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TOP
=
8
3
6.
1
7'INV. 3
6"
R
C
P
N/
S
=
8
1
9.
4
2'(77-0
0
3-
CI
P)
TOP
=
8
4
0.
9
0'INV. 3
6"
N
E/
S
=
8
1
9.
9
0'(77-0
0
3-
CI
P)
PID:
2
7
3-
0
0
1
7
8
7-
0
0
BOU
L
D
E
R
S
A
T
S
CI
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T
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S
H
O
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S
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L
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7118
D
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B
LI
N
R
D
R
E
A
R
2.96
A
C
R
E
Scannot openEX D
RI
V
E
LOT
1
LUTH
E
R
MI
T
C
H
E
L
L'
S
S
CI
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T
O
S
H
O
R
E
S
P.B.
1
8,
P.
G.
3
7
CP90
0
TBM
1
WV
WV
WV
WV
10+0011+0012+
0
0
13+00
1
4
+
0
0
15+
0
0
16+00 16+18
4
5
10
2
1
24"
S
T
M
18" S
T
M8" SAN16+18 16+76
9+7510+00ON-SITE
PROJECT BEGIN
10+68.6, 0.0'
D
U
B
L
I
N
RO
A
D LIU COURT 24'F/F12.5' SIDE Y
A
R
D
SET
B
A
C
K
12.5
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S
IDE
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S
IDE
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2
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5
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S
I
D
E
Y
A
R
D
S
E
T
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K
1
2
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5
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R
E
A
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S
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T
B
A
C
K
EX 20'
S
A
NIT
A
R
Y
EAS
E
M
E
NT
36' FRONT
YARD
SETBACK
92' FRONT
YARD
SETBACK
65' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
36' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
40' YARD SIDE
SETBACK
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @
2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN 58'R/WP
A
V
EM
E
N
T
R
E
P
L
A
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S
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1
5
1
0
8
7
16'8'
PRO
P 30'
S
A
NIT
A
R
Y
EAS
E
M
E
NT
1312
14
15
11
9
8
6
7
12" STM
12" STM
12
"
S
T
M
12" STM15" STM
12" STM 12" STM12" ST
M
8" SAN
E
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
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E
N
T
PROP 10'
R/W DE
DICATI
ON20'LANDSCAPE
EASEMENT
PROP 20' STORM
EASEMENT
PROP 20' STORM
EASEMENT
PROP 30' STORM
EASEMENT
LOT 2
67,760 SF
(1.56 AC)
LOT 3
68,609 SF
(1.58 AC)
LOT 4
130,733 SF
(3.00 AC)
RESERVE A
Area:26,051 SF
(0.60 AC)
PROP 6" SAN SERVICE
@ 2.08% MIN
8" WM8" WM
8"WM
8" WM
6
2
3
8" SAN
8" SAN8"
SAN
8" SAN
9
8" SAN
LOT 7
40,531 SF
0.93 AC
LOT 6
56,744 SF
1.30 AC
LOT 5
58,218 SF
1.34 AC
LOT 1
40,116 SF
0.92 AC
P
RO
P
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
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E
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PRO
P
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T
A
R
Y
EASE
M
E
N
T
(VARI
E
S)
3
PROP 20' STORM
EASEMENT
PAD=852.00
P
AD
=
8
5
2
.
0
0RE
AR
=
8
4
2
.
0
0
PAD=847.00
REAR=837.00
PAD=837.00
REAR=827.00
PAD=842.00
PAD=852.00
SCALE: H:1"=30', V:1"=8'
LIU COURT
820
830
840
850
860
870
820
830
840
850
860
870
-2.00%
-1.56%-1.56%
-4.00%GRADE BREAK STA = 10+00.00ELEV = 853.93GRADE BREAK STA = 10+10.67ELEV = 853.77 HIGH POINT EL =853.02
HIGH POINT STA = 10+58.21
PVI STA = 10+83.21
PVI EL = 852.63
K = 20.49
50.0' VC
BVCS: 10+58.21BVCE: 853.02EVCS: 11+08.21EVCE: 851.63 LOW POINT EL =837.67
LOW POINT STA = 14+76.13
PVI STA = 14+38.63
PVI EL = 838.42
K = 37.50
75.0' VC
BVCS: 14+01.13BVCE: 839.92EVCS: 14+76.13EVCE: 837.67853.93851.85849.37847.69845.90844.48842.85841.65841.02840.09839.49839.24838.61838.21838.02837.46836.54836.65836.88836.26835.54834.26833.01831.55829.68853.93853.54853.15852.69851.95850.96849.96848.96847.96846.96845.96844.96843.96842.96841.96840.96839.96839.04838.28837.69837.19836.69836.19835.69835.199+75 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25
EX GRADE
EX GRADE
828.71828.52827.22825.70834.84834.72834.33834.8316+18 17+00853.84853.939+75 10+00
ON-SITE PROJECT
(TYPICAL SECTION) BEGIN
STA=10+68.60
ELEV = 852.83
24"x8" TAPPING SLEEVE & VALVE
STA:9+84.06
CL ELEV:848.96
HORIZONTAL
8"-11.25° BEND
STA:10+38.36
CL ELEV:848.49
HORIZONTAL
8"-11.25° BEND
STA:10+62.02
CL ELEV:848.28 HORIZONTAL
8"-11.25° BEND
STA:11+75.21
CL ELEV:844.42
8"x6" TEE
STA:11+89.66
CL ELEV:843.77
HORIZONTAL
8"-11.25° BEND
STA:14+75.32
CL ELEV:833.02
HORIZONTAL
8"-22.5° BEND
STA:15+15.59
CL ELEV:832.12
HORIZONTAL
8"-22.5° BEND
STA:15+51.75
CL ELEV:831.32
HORIZONTAL
8"-22.5° BEND
STA:15+70.41
CL ELEV:830.86
12" STM
12" STM
8" WM @ 0.87%
8" WM @ 3.
4
6
%
8" WM @
3
.
6
2
%
8" WM @ 3.
6
2
%
8" WM @ 2.55%
8" WM @ 2.55%
HORIZONTAL
8"-22.5° BEND
STA:15+89.84
CL ELEV:830.22
HORIZONTAL
8"-22.5° BEND
STA:16+12.81
CL ELEV:829.60
HORIZONTAL
8"-22.5° BEND
STA:16+35.24
CL ELEV:829.60
HORIZONTAL
6"-22.5° BEND
STA:16+48.41
CL ELEV:829.60
HORIZONTAL
6"-22.5° BEND
STA:16+64.81
CL ELEV:829.60
8"x6" TEE
STA:16+67.06
CL ELEV:829.60
8" GATE VALVE
STA:16+67.68
CL ELEV:829.60
8" PLUG & THRUST BLOCK
STA:16+67.95
CL ELEV:829.604.5' MIN.COVER4.5' MIN.COVER4.5' MIN.COVER**
8"x6" TEE
STA:14+16.98
CL ELEV:834.59
PROFILE GRADE
VERT 1"=5'
HORZ 1"=30'
0
0
5
30
10
60
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:17 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES PLAN & PROFILE7/25
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
CURB
ROAD CENTERLINE
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
UTILITY LEGEND
SANITARY MAIN
SANITARY SERVICE
WATER
STORM SEWER MAINSTM
CATCH BASIN
HEADWALL
STORM MANHOLE
SANITARY MANHOLE
XX
XX
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
NOTES:
1.PROFILE VERTICAL DATUM NAVD '88.
2.THE WATER MAIN ALIGNMENT IS PROJECTED ONTO
THE CENTERLINE ALIGNMENT OF THE ROAD. THE
UTILITY CROSSINGS SHOWN DO NOT REPRESENT
THE CROSSINGS AT THE WATER MAIN, RATHER THE
CROSSING AT THE CENTERLINE (#).
3.SEE WATER COORDINATE TABLE ON SHEET 3.
#
#
7192 AT&T
BELL SYSTEMS
322A56
TOP=853.62' (3' LID)
SW6959
FRONTIER 7192
w/ELEC.&COMM. DROPS
w/RISER
OUTLET
INTERCOM
w/ELEC.&COMM. DROP
ELEC. RISER
OUTLET
OUTLET
MOUNTED ON TREE
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
TOP=836.17'
INV. 36" RCP N/S=819.42'
(77-003-CIP)
TOP=840.90'
INV. 36" NE/S=819.90'
(77-003-CIP)
2"
1"
2"
2"
PUMP HOUSE 2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66
TBOX
WOWWAY 7177 DUBLIN RD ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRESinlet windowinlet window12" RCP12" CPP18"
R
C
P
24" RCP
cannot openEXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)WV
WV
WV
WV
PAD=852.50
PAD=852.00
PAD=847.00
PAD=837.00
PAD=842.00
PAD=852.50
825
8308
2
6
8
2
7
828829831831835840840
8
4
0
831832833834836837838
839
825
830835835
835840826827828829831832833
833
833834834
834
836836836
837838839841
8
4
0
8
4
5
83
9
8
4
1
8
4
2
8
4
3
8
4
4
8
4
6
8
4
7
8
4
8
8
4
9
852853820825
8308358
4
0
8458508198
2
182282
3824
826827
828
829
831
832
8338348368378378378388398
4
184
2
8438448
4
6847848849 835840
845831832833834836837838839841842843
8448468478488498408458418428438448468
4
7
8358408458508348368378388398418428438448468478488498518
5
2
825821822823824826827828
835
835836
836837838
825
830
83
5
82282282282282282282282282
2
823824826827828829
831832833
834835836 825830
835
826827828829
831
832
833
834
836
REAR PAD=842.00
825830830830 8218228238248268278288298318328338
3
4 800805810815820 79879980180280380480680780880981181281381481681781881
9
8258308358408458
2
18228238248268278288298318328338348
3
6837
8388398418428438448468478488
7
1
8" SAN
840840840
845
850838
839
841
842
843
844
846
847
848
849
84984
9
8518528
5
3 840845839841842843844846850
846847848849
851
852840845850
838839841842843844846847848849851
840845
850 84184284384484
6
84
7
84
8
849
851851852853
84083783883984184184184284284284384483
5
8
3
6837838839 830
83
5
829
831
832
833834
8
3
6
8
3
7
46.50 HP
38.71 TC
39.21 TC
38.24 TC
24"
STM
2
10
5
1
850
849
851
852
853 850849851852853845
850
846
847
848
849
85185285385
3
85
0
84
784884985
1
8
5
2853DUBLIN ROADLIU COU
R
T
PROP 20'SANITARYEASEMENT830
828829
831832833
79212
11
14
15
4
8
9
6
7
820825817818819821822823824826827SEE LANDSCAPE
PLANS FOR PATH
AND WALL DETAILS
PROP 30' STORM
EASEMENT
E
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
PROP 83' STORM
EASEMENT
20'
LANDSC
A
P
E
EASEME
N
T
P
R
O
P
3
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
PROP 20'
STORM
EASEMENT
PROP 20' STORM
EASEMENTPROP 20'SANITARYEASEMENTEX 20' SANI
T
A
R
Y
EASEMENT
PROP 30' S
A
N
I
T
A
R
Y
EASEMENT
13
12" STM
12" STM
12"
STM
1
8
"
S
TM
12" STM
15" STM
12" STM12" STM
12" STM
8" SAN
34.28 TC
34.16 TC
34.02 TC
34.18 TC
35.22 TC
34.26 TC
31.98 TC
38.24 TC
42.64 TC
46.11 TC
46.12 TC
52.25 TC
48.19 TC
6
50.52 TC
2
83083
1832833834
3
34.11 TC
34.10 TC
REAR PAD=837.00
REAR PAD=827.00
830
830
831
835
831832833834
34.47 TC
37.00 TC
34.18 TC
9
3
36.42 TC
33.86
33.48
33.25 30.84
27.00 24.83
51.08
51.50 HP
50.71
41.00
1.00%2.00%32.73%16.22%8508518521.32%15.35%35.48
37.00
37.00
36.602.00%2.00%
36.60
31.26
0.83%
20.8610.37%
41.10 HP
40.45
40.73
1.89%1.00%840
837838839841
36.60
2.10%
35.94
42.08
45.59
48.816.35%8
3
5 83283383483
6
837838840845
837838839841842843
844
84
6
835840845832PAD=847.0052.50
49.67 7.85%52.00
48.433.83%4
7
.
0
0
4
5
.
1
5 2.66%
37.00
34.85
4.56%
42.00
38.01
4.08%51.08
4.57%51.64
51.77
49.46
34.25 HP
34.51
29.51
831
832
833
SEE DRIVE DETAIL SHEET 11
SEE CUL-DE-SAC DETAIL SHEET 10
SWALE, SEE DETAIL A
PROP 30' STORM
EASEMENT
HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:25 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 GP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES GRADING PLAN9/25
GRADING LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FFE=835.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
MATCH EXISTING ELEVATION
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
SLOPE ARROW
FLOW ARROW
FLOOD ROUTE
SWALE
835
834
835
834
10.00
100.00 TC
10.00 HP
10.00 ME
10.50
10.00
X.XX%
GRADING NOTE
ADD 800 TO ALL SPOT ELEVATIONS TO OBTAIN NAVD88
ELEVATIONS.
4 :1 MA
X
MINIMUM DEPTH = 2'
100 YR DEPTH = 1.22'
TYPICAL SWALE SECTION
NOT TO SCALE
6'8'8'
4:1
M
A
X
A 2'
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 7-3
820
830
840
850
820
830
840
850
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 2-1
815
820
830
840
815
820
830
840833.69835.04836.17837.07837.70837.62838.00838.99839.11839.61840.25839.96836.42836.93837.37837.74838.82839.72840.79841.94843.01844.24845.34845.76-0+200+001+002+003+003+20
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 11-10
820
830
840
850
820
830
840
850
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 8-4
820
830
840
850
820
830
840
850
5
T.C. 842.64COC TYPE "C" MHAA-S102N: 770749.39E: 1796357.136
T.C. 846.11COC AA-S125AN: 770791.69E: 1796290.787
T.C. 846.12COC AA-S125AN: 770819.04E: 1796296.77STA: 0+8118" INV (SE): 833.9812" INV (NW): 834.4812" INV (E): 834.4815" INV (W): 834.23STA: 1+9312" INV (SE): 838.8712" INV (NW): 838.87STA: 2+7212" INV (SE): 842.2412" INV (N): 842.24STA: 3+0012" INV (S): 842.384
T.C. 838.24COC AA-S125AN: 770650.44E: 1796410.45STA: 0+0018" INV (NW): 833.003
T.C. 836.42COC TYPE "C" MHAA-S102N: 770591.92E: 1796465.81SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 9-4
820
830
840
850
820
830
840
850
837.27836.17838.24837.88-0+250+000+45
28' ~ 12" STM
@ 0.50%79' ~
1
2
"
S
T
M
@
4
.
2
8
%
112' ~
1
2
"
S
T
M
@
3
.
9
0
%
81' ~ 18" STM @ 1.22
%837.27838.27838.24837.57-0+250+000+45
4
T.C. 838.24COC AA-S125AN: 770650.44E: 1796410.45STA: 0+3015" INV (E): 834.359
T.C. 837.00COC CB AA-S133AN: 770638.95E: 1796382.7130' ~ 15" STM
@ 0.40%STA: 0+0018" INV (SE): 833.9812" INV (NW): 834.4812" INV (E): 834.4815" INV (W): 834.234
T.C. 838.24COC AA-S125AN: 770650.44E: 1796410.4528' ~ 12" STM
@ 0.50%STA: 0+2812" INV (W): 834.628
T.C. 838.34COC AA-S125AN: 770661.15E: 1796436.32STA: 0+0018" INV (SE): 833.9812" INV (NW): 834.4812" INV (E): 834.4815" INV (W): 834.23830.03830.95833.11835.22835.47834.76-0+150+000+70 STA: 0+0012" INV (SW): 830.4010
T.C. 835.22COC TYPE "C" MHAA-S102N: 770555.11E: 1796500.5756' ~ 12" STM
@ 0.70%STA: 0+5612" INV (NE): 830.7911
T.C. 834.47COC CB AA-S133AN: 770506.50E: 1796472.42SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 15-14
820
830
840
850
820
830
840
850
827.13828.15834.30833.91-0+150+000+50 STA: 0+3212" INV (SW): 830.5632' ~ 12" STM
@ 0.50%STA: 0+0012" INV (NE): 830.4014
T.C. 834.30COC TYPE "C" MHAA-S102N: 770537.87E: 1796569.4615
T.C. 834.18COC AA-S125AN: 770566.57E: 1796583.17SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 13-12
820
830
840
850
820
830
840
850
828.45834.16-0+300+000+30 STA: 0+1712" INV (NW): 830.4913
T.C. 834.18COC AA-S125AN: 770509.41E: 1796552.1117' ~ 12" STM
@ 0.50%STA: 0+0012" INV (SE): 830.4012
T.C. 834.16COC AA-S102N: 770520.96E: 1796539.31828.19828.41827.97827.50832.48834.58-0+150+000+90 STA: 0+7024" INV (SE): 828.002
T.C. 834.02COC TYPE "C" MHAA-S102N: 770519.76E: 1796556.1160' ~ 24" STM
@ 0.84%STA: 0+1024" INV (NW): 827.50STA: 0+1024" INV (NW): 827.501
COC HW AA-S168N: 770472.11E: 1796591.75*********
*****
**
***
8" SAN
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
STORM SEWER STRUCTURE TABLE
STRUCTURE NO
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
STRUCTURE TYPE
COC AA-S125A
COC TYPE "C" MH
AA-S102
COC AA-S125A
COC AA-S102
COC CB AA-S133A
COC TYPE "C" MH
AA-S102
COC CB AA-S133A
COC AA-S125A
COC AA-S125A
COC AA-S125A
COC TYPE "C" MH
AA-S102
COC AA-S125A
COC TYPE "C" MH
AA-S102
COC TYPE "C" MH
AA-S102
COC HW AA-S168
LID/ GRATE TYPE
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
NORTHING
770566.5691
770537.8708
770509.4102
770520.9617
770506.4970
770555.1150
770638.9511
770661.1492
770819.0427
770791.6892
770749.3899
770650.4365
770591.9197
770519.7601
770472.1136
EASTING
1796583.1735
1796569.4584
1796552.1115
1796539.3101
1796472.4152
1796500.5652
1796382.7100
1796436.3153
1796296.7742
1796290.7781
1796357.1279
1796410.4457
1796465.8073
1796556.1072
1796591.7461
AS-BUILT
NORTHING
AS-BUILT
EASTING
VERT 1"=5'
HORZ 1"=20'
0
0
5
20
10
40
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:21 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM PRF.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES STORM PROFILE8/25
FACE OF CURB
BACK OF CURB
INSERTION POINT OF
CURB INLET = T.C.
(TOP OF CASTING)
STORM SEWER PROFILE NOTES:
1.PROFILE VERTICAL DATUM NAVD '88.
2.ALL STORM STRUCTURES ARE ODOT STANDARD
STRUCTURES UNLESS OTHERWISE NOTED.
3.MAINTAIN A MINIMUM OF 18" VERTICAL AND 10'
HORIZONTAL CLEARANCE FROM WATERLINES.
4.ALL BACKFILL SHALL BE COMPACTED TO THE DENSITY
OF THE EXISTING GROUND UNLESS OTHERWISE NOTED:
*COMPACTED BACKFILL PER ODOT CMS ITEM 611
**COMPACTED GRANULAR BACKFILL PER ODOT CMS
ITEM 611
5.ALL FILLS ARE TO BE PLACED A MINIMUM OF 2.5' ABOVE
THE PROPOSED STORM SEWER PER ODOT CMS ITEM
203 PRIOR TO THE START OF STORM SEWER
CONSTRUCTION. HATCH BELOW FOR REFERENCE.
6.ALL STORM STRUCTURES WITHIN PAVEMENT LIMITS
SHALL HAVE HEAVY DUTY TRAFFIC RATED GRATES.
7.NORTHING AND EASTING OF CURB AND GUTTER INLETS
ARE IN REFERENCE TO THE BACK OF CURB UNLESS
OTHERWISE NOTED.
8.T.C. (TOP OF CASTING) ELEVATION AND LOCATION FOR
ALL CURB AND GUTTER INLETS IS IN REFERENCE TO
THE BACK OF CURB ELEVATION.
9.PIPE RUNS DENOTED WITH A (++) ARE TO HAVE
SANITARY GRADE PIPE PER ODOT CMS 611 WITH JOINTS
PER ODOT CMS 748.01/748.02.
GUTTER
TOP OF CASTING
ELEV.=834.02
(DUBLIN ST-03)
24" STM
12" INV
=828.00
1.6"Ø WQ
ORIFICE
INV=828.00
24" INV
=829.17
SIDE VIEW
TOP OF WALL
ELEV=830.30
100 YEAR PEAK
ELEV=832.20
6'
1.6"Ø WQ ORIFICE
828.00
FRONT VIEW
6'
24" INV
=828.00
SUMP ELEV.
=826.00
STORMRAX
FLAT ROOF
RECTANGULAR
RACK OR
EQUIVALENT
STORMRAX
FLAT ROOF
RECTANGULAR
RACK OR
EQUIVALENT
8"
24" STM
OUTLET STRUCTURE DETAIL - MODIFIED COC AA-S102 MH - STRUCTURE (2)
NOT TO SCALE
TOP OF CASTING
(SOLID LID FLUSH WITH TOP OF
CATCH BASIN)
TOP OF CASTING
(SOLID LID FLUSH WITH
TOP OF MANHOLE)
STEPS
8" WIDE WEIR
WALL
24"
STM
STEPS
24
"
S
T
M
TOP VIEW 24" STMB
1.5
6
%1.56%1.56%2
10
N:770553.52
E: 1796539.06
10' (
T
Y
P)1.56%1.55%34.18 TC
36.
4
3
34
.
8
4
35
.
4
0
34.5234.15 HP34.90
34.
1
5
34.19
1
5+
0
0
16
+
0
0
16
+
1
8
16
+
1
8
16
+
7
6
1.56
%
37.5
0
37.4
6
37.2
8
1.55
%
37.3
1
37.0
9
36.
0
6
34.87
37.2
8
36.
6
8
36.
7
8
37.6
8
37.9
4
38.0
3
37.6
5
37.9
0
38.0
0
1.56
%
1.56
%2.00%1.56%1.56%2.00%2.18%2.18%1.86%1.84%
1
.
8
5%
37.0
9
36
.
4
9
36
.
7
4
36
.
8
3
36
.
1
1
36
.
3
0
2.
4
3%
3
2
1
3
12
13
14
15
2.39%2.44%
2.37%
1
.
0
0%1.00%1.00%
1.00%
2
.
2
3%34.7834.8734.18 TC
34.
5
2
34.
7
7
34.
8
7
34
.
1
5
34
.
5
3
34
.
7
8
34
.
8
7
2.0
0
%
2.0
0
%
2
.
0
0%
11
34.02 TC
34.30 TC
34.16 TC
34.47 TC
35.22 TC
36.42 TC
34.10 TC
34.11 TC
34.26 TC
36.85
36.61
36.36
35.88
35.64
35.40
35.16
34.92
34.69
34.45
34.08
33.98
33.88
33.83
33.93
34.03
34.07
33.97
33.87
33.84
33.94
34.04
34.35
34.58
34.80
35.03
35.28
35.52
35.77
36.01
36.22
36.41
36.59
36.78
36.96
1
0
'
(
T
Y
P
)
9.
1
2
'
10.8
3
'8.24'11.71'7.
3
6
'
12.5
9
'7.5'
12
.
4
8
'
4.
0
9
'
5.
9
1
'
10' (TYP)
10' (TYP)
LI
U
C
O
U
R
T
34.79
34.75
HORZ 1"=10'0 10 20
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 11:48 AM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 INT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES CUL-DE-SACDETAIL10/25
GRADING LEGEND
FFE=110.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
SLOPE ARROW
SWALE
10.00
100.00 TC
10.00 HP
X.XX%
GRADING NOTE
ADD 800 TO ALL SPOT ELEVATIONS TO OBTAIN NAVD88
ELEVATIONS.
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
36" OAK
2"
2"
2"
2"
36" BOXELDER
MULCH & FLOWERS
LANDSCAPING AREA
EX DRIVE
14+0038.0
3
38.24
T
C
38.24
T
C4
8
38.79
38.69
39.01
39.10
38.31
38.21
38.09
38.01
38.44
38.53
40.20
40.30
39.45
39.95
37.69
38.19
4.50%
1.56%
36.16
35.04
32.54 ME
32.22 ME
31.18 ME
30.62 ME
32.72
34.15
35.76
38.25
38.99
3.42%4.79%2.06%
38.34
39.13
38.7338.7038.6138.3825'11'
37.89
38.39
37.97
38.05
38.56
38.65
38.66
39.16
38.25
38.34
2.00%
39.58
37.81
1.56%
1.56%
32.12
8
3
5
831832833
83483
6
8378388
3
5
83
3
8338
3
4
8
3
6
83083083583183283383483683
0
8358
3
1
832833834836837835836837838835831832833834836837835840832832833834836837838839841842843844
835840832
833834836837838839841842
843
844
840838839LIU
COURT3'3'3.69%
1.97%
4.42%5.63%6.43%5.58%
HORZ 1"=10'0 10 20
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 11:56 AM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 DRIVEWAY DETAIL.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DRIVEWAY DETAIL11/25
GRADING LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FFE=835.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
MATCH EXISTING ELEVATION
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
SLOPE ARROW
FLOW ARROW
FLOOD ROUTE
SWALE
835
834
835
834
10.00
100.00 TC
10.00 HP
10.00 ME
10.50
10.00
X.XX%
DRIVEWAY DETAIL
GRADING NOTE
ADD 800 TO ALL SPOT ELEVATIONS TO OBTAIN
NAVD88 ELEVATIONS.
w/RISER ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRES
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
825
830835840
826
827
8
2
8
829831
83
2
833834836837
838839
841 8358
3
3833834 8
3
4836837 830
827828829
831832833834
850
8
5
0
84
8849849
851
851
852
852
853
853
85485485485
4
82082583083584084581982182282382682782882983183283383483
6837838839841842843844846847848 830
830
830
830835835
840840
845845850831
831832
8
3
2
833
833834834
836836837837838838839839
8418418428428438438448448468468478478488488498498518528538
2
0
825
8
3
0835840845
8188198198198
2
1
82
2823824826
8
2
7
8
2
8
8
2
9
8
3
1
8
3
2833834836837838839841842843844846847848849 820825830835840821822823824826827828829831831831832833834836837838839840
84
5
836
837
838
839
84
1
84
2
84
3
84
4
8
4
6
8
4
7
8
4
8
830
835
840
831
832
833
834
836
837
838
839
7657707757807857907958008058108158
20 765770775780785790795800805810815820765770775780785790795800805810815820765770775780785790795800805810
8158208258308358
4
0
845850829831
832
8338348368378378378388398
4
1
8
4
2
8438448
4
6847848849
851WV
WV
WV
WV
CWA
A
14
B
14
D
14
8
1
7
6 2789
9
2772
2
3
5
10
2
1
9
3
12
14
11
BD
BD
BD
BD
BD
BD
6
7
4
8
13
15
DB
DB
845
850
850
844846847848
848848849849851
851
852
852
8
5
38538538
5
3
841841
842
842843
841842843840 836837838839841 835840836837838839841842840845850
838839841842843844846847848849851852 84
0
845850
8
3
9
84
1
842843844
84684784884985
1
8
5
2
8358408458508348368378388398418428438448468478488498518
5
2
82583083
5
821822823824826827828
829
831
832833
834
8
3
6
8
3
68368378388
3
5
832
83283383483
6
837838840845
841842
843
844
84
6
850
847848
849851852 830
835
840
845
850826827828829
831
832
833
834
836
837
838
839
841
842
843844
846
847
848
849
851852835
84084583
6
8
3
7
8388398418428438448
4
6
830835 831832833834
836
8
3
2
825
830
822823824826827
828829831
83
2
790
79580080581081582079282082581781881982182282382482683
5 831836837
838839835836837838
839836
830
828829
831832833834
CDCDCD8458448468478488
5
0
84
9
851SEDIMENT TRAP
83
1
832
833CD D
14
G
15CDCDCDE
14
E
14
817
820
823
LOT 7
40,531 SF
0.93 AC
PAD=852.50
LOT 1
40,116 SF
0.92 AC
PAD=852.50
LOT 2
67,760 SF
(1.56 AC)
PAD=852.00
REAR=842.00
LOT 3
68,609 SF
1.58 AC
PAD=847.00
REAR=837.00
LOT 4
130,733 SF
3.00 AC
LOT 5
58,218 SF
1.34 AC
PAD=837.00
REAR=827.00
LOT 6
56,744 SF
1.30 AC
PAD=842.00CD22'22'HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL PLAN12/25
EROSION CONTROL LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
SILT FENCE
SWALE
CONCRETE WASHOUT AREA
CHECK DAM
DANDY BAG INLET PROTECTION
BEAVER DAM INLET PROTECTION SILT
FENCE INLET PROTECTION
INSTATURF SHEARFORCE 10 OR
APPROVED EQUAL
STABILIZED CONSTRUCTION ENTRANCE
XXX
XXX
XXX
XXX
CWA
CD
DB
BD
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL NOTES13/25
EROSION CONTROL NOTES:
1.ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING
OPERATIONS. ALL APPLICABLE GOVERNING AGENCIES MUST BE NOTIFIED UPON
COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION FACILITIES AND PRIOR
TO ANY GRADING OPERATION BEING COMMENCED. IF DAMAGED OR REMOVED DURING
CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE
AT THE END OF EACH WORK DAY.
2.ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE GOVERNING AGENCIES;
BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR
REQUEST.
3.FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE
ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO
PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO
PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE
CONVEYORS.
4.SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES,
DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE
SITE VIA THE ACCESS ROADS. SITE-ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED
WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS.
5.SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED
DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY
GOVERNING AGENCIES, THROUGHOUT THE DURATION OF CONSTRUCTION.
6.DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS
REQUIRE AND/OR AS DIRECTED BY THE GOVERNING AGENCIES.
7.ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION
OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE
OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED
TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD
CONDITIONS ALLOW ACCESS.
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS
POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED SHALL BE SODDED. AREAS
THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE TEMPORARILY
SEEDED AND MULCHED AS REQUIRED BY GOVERNING AGENCIES.
9.RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS
PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER
CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT
FENCE OR SEDIMENT PROTECTION DEVICES SHALL BE INSTALLED AND MAINTAINED
AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS
RESTORED.
10.EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE
PERIMETER OF ALL LAKES, PONDS, AND WETLANDS, IF ANY WITHIN OR ADJACENT TO THE
AREA TO BE GRADED UNTIL THE AREA TRIBUTARY TO THE LAKE, POND, OR WETLAND IS
RESTORED.
11.TO MINIMIZE EROSION, ALL 3:1 SLOPES OR GREATER SHALL BE COVERED WITH A
TEMPORARY EROSION CONTROL BLANKET OR STAKED SOD.
12.ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES,
PONDS, WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF
GRADING ACTIVITIES, AT NO ADDITIONAL COST TO OWNER.
13.EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS
RECEIVED FINAL STABILIZATION.
14.THIS PLAN MUST BE POSTED ON SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED
EPA STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON
SITE AT ALL TIME.
SEDIMENT AND EROSION CONTROL NOTES:
MAINTENANCE & INSPECTION PROCEDURES:
ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24
HOURS FOLLOWING ANY STORM EVENT OF 0.5INCHES OR GREATER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE SEDIMENTATION AND EROSION
CONTROL FEATURES ON THIS PROJECT. ANY SEDIMENT OR DEBRIS WHICH REDUCES THE
EFFICIENCY OF A CONTROL FEATURE SHALL BE REMOVED IMMEDIATELY. SHOULD A
STRUCTURE OR FEATURE BECOME DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE
AT NO ADDITIONAL COST TO THE OWNER AND IT SHALL BE INITIATED WITHIN 24 HOURS OF
REPORT.
TEMPORARY SEEDING AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR
BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION, AND A
WRITTEN LOG MUST BE KEPT. THIS LOG SHALL INDICATE THE DATE OF THE INSPECTION,
NAME OF THE INSPECTOR, WEATHER CONDITIONS, OBSERVATIONS, ANY CORRECTIVE
ACTIONS TAKEN, AND BE SIGNED IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES
PERMIT. ANY CONTROL MEASURE MUST BE REPAIRED/REPLACED WITHIN THREE DAYS OF
INSPECTION.
PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL BE
TRAINED IN ALL INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE
EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. A WRITTEN
DOCUMENT CONTAINING THE SIGNATURES OF ALL CONTRACTORS AND SUBCONTRACTORS
INVOLVED IN THE IMPLEMENTATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES
MUST BE MAINTAINED AS PROOF ACKNOWLEDGING THAT THEY REVIEWED AND UNDERSTAND
THE CONDITIONS AND RESPONSIBILITIES OF THE PLAN. THE DOCUMENT SHALL BE CREATED
BY THE CONTRACTOR SIGNED PRIOR TO THE START OF CONSTRUCTION.
DISPOSAL OF SOLID/SANITARY/TOXIC WASTE:
SOLID, SANITARY, AND TOXIC WASTE MUST BE DISPOSED OF IN A PROPER MANNER IN
ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS
IT IS PROHIBITED TO BURN, BURY, OR POUR OUT ONTO THE GROUND OR INTO A STORM
SEWER WATER CONVEYANCE ANY SOLVENTS, PAINTS, STAINS, GASOLINE, DIESEL FUEL, USED
MOTOR OIL, HYDRAULIC FLUID, ANTIFREEZE, CEMENT CURING COMPOUNDS, AND OTHER
SUCH SOLID AND HAZARDOUS WASTES.
ANY RINSE WATERS OF SUCH MATERIAL ARE ALSO PROHIBITED FROM BEING PLACED WHERE
THEY MAY ENTER DRAINAGEWAYS.
WASH OUT OF CEMENT TRUCKS SHOULD OCCUR IN A DIKED, DESIGNATED AREA, AWAY FROM
ANY CONVEYANCE CHANNEL.
COORDINATE WASH OUT AREA WITH CONSTRUCTION MANAGER.
CONTRACTORS RESPONSIBILITIES:
THIS PLAN MUST BE POSTED ON-SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED EPA
STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON-SITE AT
ALL TIMES.
DETAILS HAVE BEEN PROVIDED ON THE PLANS IN AN EFFORT TO HELP THE CONTRACTOR
PROVIDE EROSION AND SEDIMENTATION CONTROL. THE DETAILS SHOWN ON THE PLAN SHALL
BE CONSIDERED A MINIMUM. ADDITIONAL OR ALTERNATE DETAILS MAY BE FOUND IN THE
ODNR MANUAL "RAINWATER AND LAND DEVELOPMENT". THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER
CONTROL OF EROSION AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER
MAINTENANCE AND INSPECTION IN COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER. THE
SCHEDULE SHOULD INCLUDE A SEQUENCE OF THE PLACEMENT OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES THAT PROVIDES FOR CONTINUAL PROTECTION OF THE SITE
THROUGHOUT EARTH MOVING ACTIVITIES.
PRIOR TO CONSTRUCTION OPERATIONS IN A PARTICULAR AREA, ALL SEDIMENTATION AND
EROSION CONTROL FEATURES SHALL BE IN PLACE. FIELD ADJUSTMENTS WITH RESPECT TO
LOCATIONS AND DIMENSIONS MAY BE MADE BY THE ENGINEER AND/OR THE OHIO EPA.
THE CONTRACTOR SHALL PLACE INLET PROTECTION FOR THE SEDIMENTATION CONTROL
IMMEDIATELY AFTER CONSTRUCTION OF THE CATCH BASINS OR INLETS WHICH ARE NOT
TRIBUTARY TO A SEDIMENT BASIN OR DAM.
IT MAY BECOME NECESSARY TO REMOVE PORTIONS OF SEDIMENTATION CONTROLS DURING
CONSTRUCTION TO FACILITATE THE GRADING OPERATIONS IN CERTAIN AREAS. HOWEVER,
THE CONTROLS SHALL BE REPLACED UPON GRADING OR DURING ANY INCLEMENT WEATHER.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT OFFSITE TRACKING OF
SEDIMENTS BY VEHICLES AND EQUIPMENT IS MINIMIZED. ALL SUCH OFFSITE SEDIMENT SHALL
BE CLEANED UP DAILY.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO SOLID OR LIQUID WASTE IS
DISCHARGED INTO STORM WATER RUNOFF. UNTREATED SEDIMENT-LADEN RUNOFF SHALL
NOT FLOW OFFSITE WITHOUT BEING DIRECTED THROUGH A CONTROL PRACTICE.
CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS
CONCRETE INTO OR ALONG SIDE RIVERS, STREAMS, CREEKS, NATURAL OR MAN-MADE
CHANNELS OR SWALES LEADING THERETO. CONCRETE WASH WATER AND SURPLUS
CONCRETE SHALL BE CONFINED TO APPROVED AREAS. AFTER SOLIDIFYING THESE WASTED
MATERIALS SHALL BE REMOVED FROM THE SITE.
POST FLOOD EVENT SITE MAINTENANCE:
FOLLOWING A FLOOD EVENT, INSPECT ALL MECHANICAL EQUIPMENT THAT ARE LOCATED ON
THE SITE FOR ANY DAMAGES. WALLS AND WALL PENETRATIONS SHALL ALSO BE CHECKED
FOR CRACKS AND LEAKS AND REPAIRED AS NECESSARY. ALL DEBRIS THAT MAY HAVE
ACCUMULATED ALONG THE SITE SHALL BE GATHERED AND DISPOSED OF ACCORDING TO
CITY STANDARDS. CHECK AND ENSURE THAT ALL DRAINAGE STRUCTURES ARE IN STANDARD
OPERATION AND REPAIR ANY DAMAGES OR CLOGS THAT MAY HAVE OCCURRED DURING
FLOODING.
STABILIZATION PROCEDURES
CONTRACTOR SHALL BE RESPONSIBLE TO KEEP A RECORD OF DATES WHEN MAJOR GRADING
ACTIVITIES OCCUR, WHEN EARTH DISTURBANCE HAS TEMPORARILY OR PERMANENTLY
CEASED ON A PORTION OF THE SITE, AND WHEN STABILIZATION MEASURES HAVE BEEN
INITIATED. THE LIMITS OF SEEDING AND MULCHING ARE AS SHOWN WITHIN THE PLAN AS
INDICATED BY THE LIMITS OF DISTURBANCE. ALL AREAS NOT DESIGNATED TO BE SEEDED
SHALL REMAIN UNDER NATURAL GROUND COVER. THOSE AREAS DISTURBED OUTSIDE THE
SEEDING LIMITS SHALL BE SEEDED AND MULCHED AT THE CONTRACTOR'S EXPENSE.
TEMPORARY STABILIZATION
TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITY CEASES FOR AT LEAST 14 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND
MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.
DISTURBED AREAS WITHIN 50 FEET OF A STREAM, FIRST ORDER OR LARGER, SHALL BE
STABILIZED WITHIN 2 DAYS OF INACTIVITY. TEMPORARY STABILIZATION MUST BE APPLIED TO
ANY AREA OF THE SITE WHICH WILL REMAIN IDLE OVER THE WINTER. THE TEMPORARY SEED
SHALL BE RYE (GRASS) APPLIED AT A RATE OF 25 LBS PER 1000 SY. PRIOR TO SEEDING, 900
LBS OF GROUND AGRICULTURAL LIMESTONE AND 200 LBS OF 10-20-20 FERTILIZER SHALL BE
APPLIED TO EVERY 1000 SY STABILIZED. IMMEDIATELY AFTER ANY GIVEN AREA IS SEEDED,
STRAW OR HAY SHALL BE EVENLY PLACED OVER ALL SEEDED AREAS. TWO TONS PER ACRE
FOR STRAW, OR 3 TONS PER ACRE FOR HAY SHALL BE PLACED WHEN SEEDING IS
PREFORMED BETWEEN THE DATES OF MARCH 15 AND OCTOBER 15. THREE TONS PER ACRE
STRAW, OR 4.5 TONS PER ACRE FOR HAY, SHALL BE PLACED WHEN SEEDING IS PREFORMED
BETWEEN THE DATES OF OCTOBER 15 AND MARCH 15 OF THE SUCCEEDING YEAR. IF
DORMANT SEEDING IS BEING USED FOR STABILIZATION, SEED SHALL BE PLANTED AFTER
NOVEMBER 20. AREAS TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING
STONE BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED.
IN ADDITION TO TEMPORARY SEEDING, THE CONTRACTOR SHALL PLACE A FILTER FABRIC
BARRIER AROUND THE BASE OF ALL SOIL STOCKPILES.
PERMANENT STABILIZATION
DISTURBED PORTIONS OF THE SITE WHEN CONSTRUCTION HAS COMPLETED, OR PORTIONS
THAT WILL REMAIN DORMANT FOR LONGER THAN ONE YEAR, SHALL BE STABILIZED WITH
PERMANENT SEED NO LATER THAN 7 DAYS AFTER FINAL GRADE HAS BEEN ESTABLISHED. THE
PERMANENT SEED MIX SHALL CONSIST OF 260 LBS/ACRE OF TURF TYPE TALL FESCUE. PRIOR
TO SEEDING, APPLY COMMERCIAL FERTILIZER AT THE RATE OF 1 LB ACTUAL NITROGEN PER
1000 SF. FERTILIZER TO HAVE 20-22-14 ANALYSIS. AFTER SEEDING, EACH AREA SHALL BE
MULCHED USING TURFIBER (OR EQUIVALENT) AT A RATE OF 2000 LBS PER ACRE WITH 50 LBS
OF TURFIBER ADDED PER 100 GALLONS OF MACHINE CAPACITY. KEEP HYDROMULCH FROM
NON-TARGET AREAS INCLUDING PAVEMENT, PLANT MATERIALS, CURBING, AND STRUCTURES.
IF THESE SURFACES ARE HIT DURING HYDROMULCHING OPERATIONS, WASH THE SURFACE
IMMEDIATELY.
IF SEASONAL CONDITIONS PROHIBIT THE ESTABLISHMENT OF VEGETATIVE COVER, OTHER
METHODS OF STABILIZATION, SUCH AS MULCHING WITH A TACKIFIER OR MATTING, MUST BE
EMPLOYED AND MAINTAINED UNTIL A MORE PERMANENT METHOD CAN BE IMPLEMENTED.
SITE NARRATIVE
EXISTING SITE CONDITIONS:1 RESIDENTIAL BUILDING AND DRIVEWAY; GRASS.
PROJECT DESCRIPTION:ACTIVITIES INCLUDE THE CONSTRUCTION OF A SINGLE FAMILY REDEVELOPMENT (7
DWELLING UNITS, 6 NEW HOMES, ASSOCIATED UTILITIES, DRIVES, SIDEWALK AND
PAVEMENT IMPROVEMENTS, AND AN UNDERGROUND DETENTION SYSTEM.
APPROXIMATELY 6.82 ACRES OF THE SITE WILL BE DISTURBED.
RECEIVING STREAM:SCIOTO RIVER.
DISTURBED AREA:6.54 ACRES
SITE BMPS:FINAL LOCATIONS OF ALL SITE BMPS, INCLUDING DUMPSTERS, VEHICLE FUELING
AREAS, CONCRETE TRUCK WASH, MATERIAL STORAGE, AND TOPSOIL STOCKPILES
SHALL BE DETERMINED BY CONTRACTOR. IF FINAL LOCATION OF BMPS DIFFER FROM
THE LOCATIONS SHOWN, CONTRACTOR SHALL MODIFY SWPPP AND INFORM OHIO EPA
OF NEW LOCATIONS OF BMPS.
ADJACENT AREAS:EAST: SCIOTO RIVER
NORTH: RESIDENTIAL HOMES
WEST: DUBLIN ROAD
SOUTH: RESIDENTIAL HOMES
GRADING REQUIREMENTS:DISTURBED AREAS WILL BE PROTECTED BY SILT FENCE, ROCK CHECK DAMS, AND
TEMPORARY SEDIMENT TRAPS AS SHOWN ON THE PLAN. AREAS WILL BE STABILIZED
WHEN GRADED TO PREVENT EROSION ON THE SITE.
EROSION & SEDIMENT A COMBINATION OF MEASURES WILL BE USED TO PROVIDE EROSION & SEDIMENT
CONTROL MEASURES:CONTROL, INCLUDING SILT FENCE AND SEEDING.
PROVIDE INLET PROTECTION AT ALL NEW AND EXISTING DRAINAGE STRUCTURES.
ANY OFF SITE BORROW OR SPOIL AREAS SHALL BE SUBJECT TO THE REQUIREMENTS
SET FORTH BY THE OHIO EPA. ALL EROSION AND SEDIMENT CONTROL MEASURES FOR
OFF-SITE AREAS NOT COVERED BY A SEPARATE NOI OR SWPPP SHALL BE
COORDINATED WITH THE OHIO EPA.
ALL TRENCH OR EXCAVATION GROUNDWATER CONTAINING SEDIMENT MUST BE
EFFECTIVELY TREATED PRIOR TO DISCHARGE INTO THE STORM SEWER SYSTEM.
USE ALL MEANS NECESSARY TO CONTROL DUST ON THE SITE AND PREVENT TRACKING
SOIL OFF SITE.
PERMANENT STABILIZATION:THE SITE WILL BE STABILIZED BY THE USE OF SEEDING OR SODDING IN LAWN AREAS.
MAINTENANCE:ALL EROSION CONTROL DEVICES ARE TO BE INSPECTED BY THE CONSTRUCTION
SUPERINTENDENT WEEKLY AND AFTER SIGNIFICANT RAINFALLS. ANY DAMAGED
FACILITIES ARE TO BE REPLACED OR REPAIRED IMMEDIATELY AS MAY BE NECESSARY.
GENERAL CONSTRUCTION (UNLESS NOTED OTHERWISE, ALL EROSION AND SEDIMENT CONTROL MEASURES
SEQUENCE:FROM THE BEGINNING OF EARTH DISTURBING ACTIVITIES TO FINAL COMPLETION OF
THE PROJECT ARE THE RESPONSIBILITY OF THE CONTRACTOR)
1.ESTABLISH CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT CONSTRUCTION
AREA.
2.CONSTRUCT TEMPORARY SEDIMENT CONTROLS AND PERIMETER EROSION
CONTROL MEASURES, INCLUDING SEDIMENT BASINS, TEMPORARY OUTLET
STRUCTURE, CONSTRUCTION ENTRANCE, AND SILT FENCE. MEASURES SHALL BE
IMPLEMENTED AS THE FIRST STEP OF GRADING AND WITHIN 7 DAYS OF FIRST
GRUBBING.
3.CLEAR AND GRUB
4.STRIP AND STOCKPILE TOPSOIL. SEED STOCKPILES. PROVIDE PERIMETER SILT
FENCE AT TOE OF STOCKPILE SLOPE.
5.PERFORM ROUGH GRADING AND EXCAVATION. STABILIZE AREAS AS INDICATED
HEREIN.
6.INSTALL STORM SEWERS, OUTLET STRUCTURE, AND INLET FILTERS.
7.COMPLETE ALL PAVEMENT ACTIVITIES.
8.COMPLETE FINE GRADING OF SEEDED AREAS AND STABILIZE DISTURBED AREAS.
9.ONCE FINAL SEED HAS BEEN ESTABLISHED, CONTRACTOR TO REMOVE
TEMPORARY EROSION CONTROL MEASURES AND CLEAN ALL SEDIMENT FROM
STRUCTURES AND PAVEMENT. SEDIMENT/WATER QUALITY BASIN SHALL BE
CLEANED OF ALL ACCUMULATED SEDIMENT AND RESTORED TO THE ORIGINAL
DESIGN CONTOURS SHOWN ON THESE PLANS.
10.PRIOR TO FINISHING WORK, ALL AREAS OF THE SITE DISTURBED BY
CONSTRUCTION ACTIVITY (INCLUDING, BUT NOT LIMITED TO MATERIAL STORAGE
AREAS, TRAILER AREAS, FUELING AREAS, TRUCK WASH AREAS, EQUIPMENT
PATHS, HAUL ROADS, ETC.) SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS,
OR IF IN AREAS OF PROPOSED IMPROVEMENTS, TO THEIR PROPOSED CONDITIONS.
ALL STONE, TRASH, AND DEBRIS SHALL BE REMOVED FROM THE SOIL. THE UPPER
12" OF SOIL SHALL BE SCARIFIED, AND AREA SHALL BE GRADED TO SUBGRADE
WITH SUITABLE MATERIALS. FURNISH 6" MINIMUM OF TOPSOIL AND SEED ALL
AREAS.
SCHEDULE:THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER.
SEDIMENTATION AND EROSION CONTROL FEATURES SHALL BE PLACED IN
ACCORDANCE WITH THIS SCHEDULE.
JURISDICTION:ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE SUBJECT TO FIELD
MODIFICATIONS AT THE DISCRETION OF THE CITY OF DUBLIN AND/OR THE OHIO EPA.
OEPA NOI:SUBMITTED, PENDING APPROVAL
RUNOFF COEFFICIENTS:PRE-DEVELOPED:C = 0.44
POST-DEVELOPED:C = 0.54
PRE-DEVELOPED IMPERVIOUS AREA:0.47 ACRES
POST-DEVELOPED IMPERVIOUS AREA:1.72 ACRES
TEMPORARY SEEDING
SEEDING DATES SPECIES LB/1,000 SF PER ACRE
MARCH 1 TO
AUGUST 15
OATS 3 4 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
AUGUST 16 TO
NOVEMBER 1
RY 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
WHEAT 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
NOVEMBER 1 TO
SPRING SEEDING USE MULCH ONLY, SODDING PRACTICES OR DORMANT SEEDING.
NOTE: OTHER APPROVED SEED SPECIES MAY BE SUBSTITUTED
PLAN DESIGNER
AMERICAN STRUCTUREPOINT, INC.
2550 CORPORATE EXCHANGE DR., STE 300
COLUMBUS, OHIO 43231
CONTACT: MATT LILIE
PHONE: (614) 901-2235
EMAIL: MLILIE@structurepoint.com
OWNER & SITE CONTACT
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
TEMPORARY STABILIZATION
AREA REQUIRING TEMPORARY
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY DISTURBED AREA WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE AND NOT AT FINAL
GRADE
WITHIN 2 DAYS OF THE MOST RECENT DISTURBANCE IF
THE AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS
ANY DISTURBED AREAS THAT
WILL BE DORMANT FOR MORE
THAN 14 DAYS BUT LESS THAN
ONE YEAR, AND NOT WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE WITHIN THE AREA.
FOR RESIDENTIAL SUBDIVISIONS, DISTURBED AREAS
MUST BE STABILIZED AT LEAST SEVEN DAYS PRIOR TO
TRANSFER OF PERMIT COVERAGE FOR THE INDIVIDUAL
LOT(S).
DISTURBED AREAS THAT WILL BE
IDLE OVER WINTER PRIOR TO THE ONSET OF WINTER WEATHER
PERMANENT STABILIZATION
AREA REQUIRING PERMANENT
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY AREAS THAT WILL LIE
DORMANT FOR ONE YEAR OR
MORE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE
AN AREAS WITHIN 50 FEET OF A
SURFACE WATER OF THE STATE
AND AT FINAL GRADE
WITHIN TWO DAYS OF REACHING FINAL GRADE
OTHER AREAS AT FINAL GRADE WITHIN SEVEN DAYS OF REACHING FINAL GRADE IN
THAT AREA
6.83 ACRES
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL DETAILS14/25
8"
NOTES:
1.FENCE POST SHALL BE A MINIMUM LENGTH OF 32 INCHES LONG PLUS
BURIAL DEPTH, COMPOSED OF NOMINAL DIMENSIONED 2x2 INCH
HARDWOOD OF SOUND QUALITY. ALTERNATELY POST MATERIAL
SHALL BE STEEL OR SYNTHETIC AND SHALL BE OF SUFFICIENT
STRENGTH TO RESIST DAMAGE DURING INSTALLATION, TO SUPPORT
APPLIED LOADS, AND SO THE GEOTEXTILE CAN BE ADEQUATELY
SECURED TO POST
2.FABRIC SHALL BE A NEEDLE PUNCHED NON-WOVEN GEOTEXTILE
FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS
RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT
EXPOSURE.
3.MINIMUM 8" FABRIC BURY REQUIRED.
4.ENDS OF THE SILT FENCES SHALL BE BROUGHT UPSLOPE SO THAT
WATER PONDED BY THE SILT FENCE WILL BE PREVENTED FROM
FLOWING AROUND THE ENDS.
5.THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 INCHES
ABOVE THE ORIGINAL GROUND SURFACE.
6.SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.
7.SEDIMENT DEPOSITS SHALL BE ROUTINELY REMOVED WHEN THE
DEPOSIT REACHES APPROXIMATELY HALF THE HEIGHT OF THE SILT
FENCE.
FENCE POST
FLOW
16" MINEXTEND FABRIC TO 8"
BELOW SURFACE
FILTER FABRIC
NON WOVEN
GEOTEXTILE FABRIC
SPACE POSTS PER MANUFACTURER
RECOMMENDATIONS
16" MIN10' MAX
SILT FENCE
NOT TO SCALE
WRAP GEOTEXTILE AROUND
STAKES BEFORE DRIVING
TRENCH TO BE BACKFILLED
AND COMPACTED
MINIMUM CRITERIA FOR SILT FENCE FABRIC (ODOT, 2002)
MINIMUM TENSILE STRENGTH 120 lbs (535 N)ASTM D 4632
MAXIMUM ELONGATION AT 60 LBS 50%ASTM D 4632
MINIMUM PUNCTURE STRENGTH 50 lbs (220 N)ASTM D 4833
MINIMUM TEAR STRENGTH 40 lbs (180 N)ASTM D 4533
APPARENT OPENING SIZE <_ 0.84 mm ASTM D 4751
MINIMUM PERMITIVITY 1x10-2 sec. -1 ASTM D 4491
UV EXPOSURE STRENGTH RETENTION 70%ASTM D 4355
D
BEAVER DAM INLET PROTECTION
NOT TO SCALE
DANDY BAG WILL BE MANUFACTURED IN THE U.S.A.
FROM A WOVEN MONOFILAMENT THAT MEETS OR
EXCEEDS THE FOLLOWING SPEFICICATIONS
GRAB TENSILE STRENGTH ASTM D 4632
GRAB TENSILE ELONGATION ASTM D 4632
PUNCTURE STRENGTH ASTM D 4833
MULLEN BURST STRENGTH ASTM D 3786
TRAPEZOID TEAR STRENGTH ASTM D 4533
UV RESISTANCE ASTM D 4355
APPARENT OPENING SIZE ASTM D 4751
FLOW RATE ASTM D 4491
PERMITIVITY ASTM D 4491
INSTALLATION:
1.STAND GRATE ON END. SLIDE THE BEAVER DAM
BAG ON WITH DAM ON TOP OF THE GRATE. PULL
ALL EXCESS DOWN.
2.LAY UNIT ON ITS SIDE. CAREFULLY TUCK FLAP IN.
PRESS VELCRO STRIPS TOGETHER.
3.INSTALL THE UNIT MAKING SURE FRONT EDGE OF
GRATE IS INSERTED IN FRAME FIRST, THEN
LOWER BACK INTO PLACE.
4.PRESS VELCRO DOTS TOGETHER WHICH ARE
LOCATED UNDER LIFTING STRAPS. THIS ENSURES
STRAPS REMAIN FLUSH WITH GUTTER.
MAINTENANCE:
1.WITH A STIFF BRISTLE BROOM, SWEEP SILT AND
OTHER DEBRIS OFF SURFACE AFTER EACH STORM
EVENT.
MANHOLE
CURB FILTER
CURB OPENING
WITHOUT GRATE
OVERFLOW GAP
AGGREGATE
POUCH
C
CONCRETE WASHOUT AREA
NOT TO SCALE10' MINIMUM10' MINIMUM
3' MIN.NOTE:
BASIN SHOULD BE CLEARLY
MARKED FOR CONCRETE WASHOUT.
ORANGE SILT FENCE OR
CONSTRUCTION FENCE
PLAN
SECTION
NOTE:
1.CONCRETE WASHOUT AREA SHALL BE LOCATED A MINIMUM OF 100' FROM STORM
SEWER INLETS, STREAMS, WETLANDS OR ANY OTHER SURFACE WATERS.
2.IF CONCRETE WASHOUT AREA IS LOCATED AWAY FROM A PAVED SURFACE,
CONSTRUCT A GRAVEL ACCESS ROUTE EQUAL IN COMPOSITION TO A
CONSTRUCTION ENTRANCE.
3.CONCRETE WASHOUT AREA SHALL BE SUFFICIENT SIZE TO CONTAIN CONCRETE
WASTE GENERATED. LARGE SITES MAY REQUIRE MULTIPLE CONCRETE WASHOUT
AREAS.
4.PLASTIC LINING SHALL BE DOUBLE-LINED, CONTINUOUS 10-ML POLYETHYLENE
SHEETING FREE OF HOLES, TEARS OR OTHER DEFECTS INSTALLED ON A
SMOOTH, LEVEL SURFACE, FREE OF LARGE ROCKS AND DEBRIS.
5.CONCRETE WASHOUT SIGNAGE SHALL BE CLEARLY VISIBLE AND LOCATED WITHIN
30 FEET OF EACH WASHOUT AREA.
6.CONCRETE WASHOUT AREA SHALL BE COVERED DURING INCLEMENT WEATHER
TO PREVENT OVERFLOW.
7.PREFABRICATED, PORTABLE AND RE-USABLE CONCRETE WASHOUT CONTAINERS
ARE ACCEPTABLE.
8.CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY TO CHECK FOR DAMAGE
AND DETERMINE IF IT NEEDS CLEANED OR REPLACED. ANY DAMAGE TO THE
SIDEWALLS OR PLASTIC LINING SHALL BE REPAIRED IMMEDIATELY. REPLACE THE
ENTIRE CONCRETE WASHOUT AREA WHEN IT IS 75% FULL.
ALL CONCRETE
TRUCKS MUST
WASHOUT HERE
6" MIN. NO. 2 CRUSHED STONE
GRAVEL PAD
10 ML PLASTIC LINING
10 ML PLASTIC LINING
B 20'20'10'
MIN.14'EXISTING
PAVEMENT
5:
1
3'EXISTING
PAVEMENT
PROFILE
PLAN VIEW 6" MIN(STANDARD)18" MIN(HEAVY DUTY)FILTER CLOTH
R/W DIVERSION
AS NEEDED70' MIN. AS REQUIRED
EXISTING
GROUND
CULVERT
(AS NEEDED)18"CONSTRUCTION ENTRANCE
NOT TO SCALE
GEOTEXTILE SPECIFICATION FOR CONSTRUCTION ENTRANCE
MINIMUM TENSILE STRENGTH 200 lbs
MINIMUM PUNCTURE STRENGTH 80 psi
MINIMUM TEAR STRENGTH 50 lbs
MINIMUM BURST STRENGTH 320 psi
MINIMUM ELONGATION 20%
EQUIVALENT OPENING SIZE EOS<0.6 mm
PERMITIVITY 1x10-3 cm/sec
CONSTRUCTION SPECIFICATIONS:
1.STONE SIZE—ODOT # 2 (1.5-2.5 INCH) STONE SHALL BE USED, OR RECYCLED CONCRETE
EQUIVALENT.
2.LENGTH—THE CONSTRUCTION ENTRANCE SHALL BE AS LONG AS REQUIRED TO STABILIZE
HIGH TRAFFIC AREAS BUT NOT LESS THAN 70 FT. (EXCEPTION: APPLY 30 FT. MINIMUM TO
SINGLE RESIDENCE LOTS).
3.THICKNESS -THE STONE LAYER SHALL BE AT LEAST 6 INCHES THICK FOR LIGHT DUTY
ENTRANCES OR AT LEAST 10 INCHES FOR HEAVY DUTY USE.
4.WIDTH -THE ENTRANCE SHALL BE AT LEAST 14 FEET WIDE, BUT NOT LESS THAN THE FULL
WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS
5.GEOTEXTILE -A GEOTEXTILE SHALL BE LAID OVER THE ENTIRE AREA PRIOR TO PLACING
STONE. IT SHALL BE COMPOSED OF STRONG ROT-PROOF POLYMERIC FIBERS AND MEET
THE FOLLOWING SPECIFICATIONS:
6.TIMING—THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SOON AS IS
PRACTICABLE BEFORE MAJOR GRADING ACTIVITIES.
7.CULVERT -A PIPE OR CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF NEEDED
TO PREVENT SURFACE WATER FROM FLOWING ACROSS THE ENTRANCE OR TO PREVENT
RUNOFF FROM BEING DIRECTED OUT ONTO PAVED SURFACES.
8.WATER BAR -A WATER BAR SHALL BE CONSTRUCTED AS PART OF THE CONSTRUCTION
ENTRANCE IF NEEDED TO PREVENT SURFACE RUNOFF FROM FLOWING THE LENGTH OF
THE CONSTRUCTION ENTRANCE AND OUT ONTO PAVED SURFACES.
9.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR PREVENT FLOWING SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND. MUD SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADS, OR ANY
SURFACE WHERE RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS, SHALL BE REMOVED
IMMEDIATELY. REMOVAL SHALL BE ACCOMPLISHED BY SCRAPING OR SWEEPING. PERIODIC
INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
10. CONSTRUCTION ENTRANCES SHALL NOT BE RELIED UPON TO REMOVE MUD FROM
VEHICLES AND PREVENT OFF-SITE TRACKING. VEHICLES THAT ENTER AND LEAVE THE
CONSTRUCTION-SITE SHALL BE RESTRICTED FROM MUDDY AREAS. WHEELS SHALL BE
CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
11. REMOVAL—THE ENTRANCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS
STABILIZED OR REPLACED WITH A PERMANENT ROADWAY OR ENTRANCE.
A
INSTALLATION:
1.STAND GRATE ON END. PLACE DANDY BAG OVER
GRATE.
2.FLIP GRATE OVER SO THAT OPEN END IS UP. PULL
UP SLACK. TUCK FLAP IN. BE SURE END OF GRATE IS
COMPLETELY COVERED BY FLAP OR DANDY BAG
WILL NOT FIT PROPERLY.
3.HOLDING HANDLES, CAREFULLY PLACE DANDY BAG
WITH THE GRATE INSERTED INTO CATCH BASIN
FRAME SO THAT RED DOT ON THE TOP OF THE
DANDY BAG IS VISIBLE.
MAINTENANCE:
AFTER EACH STORM EVENT AND SILT HAS DRIED,
REMOVE ACCUMULATED DEBRIS FROM THE SURFACE OF
DANDY BAG WITH BROOM.
NOTE:
PROVIDE FOR INLETS LOCATED IN PAVEMENT
DANDY BAG INLET PROTECTION
NOT TO SCALE
DANDY BAG WILL BE MANUFACTURED IN THE U.S.A.
FROM A WOVEN MONOFILAMENT THAT MEETS OR
EXCEEDS THE FOLLOWING SPEFICICATIONS
GRAB TENSILE STRENGTH ASTM D 4632
GRAB TENSILE ELONGATION ASTM D 4632
PUNCTURE STRENGTH ASTM D 4833
MULLEN BURST STRENGTH ASTM D 3786
TRAPEZOID TEAR STRENGTH ASTM D 4533
UV RESISTANCE ASTM D 4355
APPARENT OPENING SIZE ASTM D 4751
FLOW RATE ASTM D 4491
PERMITIVITY ASTM D 4491
STORM SEWER
GRATE VELCRO
CLOSURE
LIFT STRAPS MADE FOR
EASY MOVEMENT AND
INSPECTION OF UNIT
STORM SEWER
GRATE
DANDY BAG
F
12" MIN.6" MIN.4'-0"
LOW CENTER SECTION-
MUST CAUSE FLOW OVER
NOT AROUND, CHECK DAM
NOTES:
1.CONSTRUCT CHECK DAM SUCH THAT THE CENTER IS 6" LOWER
THAN THE OUTER EDGES.
2.SPACE CHECK DAMS SUCH THAT THE TOE OF THE UPSTREAM
DAM IS AT THE SAME ELEVATION AS THE TOP OF THE
DOWNSTREAM DAM.
3.SIDE SLOPES SHALL BE A MINIMUM OF 2:1
4"-8" DIAMETER ROCKAPRON
3' MAX.
DITCH SECTION
PROFILE
FLOW
POSITIVE SLO
P
EPOSITIVE SL
O
P
E
FLOW
ROCK CHECK DAM
NOT TO SCALEE
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL DETAILS15/25
ODOT #57
AGGREGATE 1' THICK
LENGTH
WIDTHWEIRLENGTH4' MIN
SEDIMENTSTORAGE ZONEDEWATERINGZONENOTES:
1.FILL USED FOR THE EMBANKMENT SHALL BE EVALUATED TO
ASSURE IT IS SUITABLE AND STABLE FOR THE SLOPES OF
THE BASIN. IT IS TO BE FREE OF ANY DEBRIS AS A RESULT
OF CLEARING AND GRUBBING (E.G. ROOTS, OTHER
ORGANICS, ETC)
2.THE MAXIMUM HEIGHT OF THE EMBANKMENT SHALL BE FIVE
FEET. ALL CUT AND FILL SLOPES SHALL BE 2:1 (H:V) OR
FLATTER.
3.THE OUTLET SHALL BE CONSTRUCTED USING THE
MATERIALS SPECIFIED ON THIS DRAWING. GEOTEXTILE
SHALL BE KEYED IN AT LEAST 6" ON THE UPSTREAM SIDE OF
THE OUTLET.
4.WARNING SIGNS AND SAFETY FENCE SHALL BE PLACED
AROUND THE TRAPS AND MAINTAINED OVER THE LIFE OF
THE BASIN.
5.AFTER THE BASIN IS NO LONGER NEEDED THE STRUCTURE
AND ALL ASSOCIATED SEDIMENT SHALL BE REMOVED. THE
BASIN SHALL BE FILLED WITH STABLE EARTH MATERIAL,
COMPACTED, GRADED, AND SEEDED TO BLEND IN WITH
ADJACENT LAND.
OPERATION AND MAINTENANCE:
1.THE CAPACITY AND FUNCTION OF THE SEDIMENT TRAP
SHALL BE MAINTAINED BY INSPECTING ON A WEEKLY BASIS
AND AFTER EACH STORM EVENT BY PERFORMING THE
ACTIVITIES BEFORE.
2.SHORE UP ANY ERODING SLOPES, REMOVE WOODY
VEGETATED GROWTH ON THE EMBANKMENT AND SPILLWAY
AREAS, AND REMOVE ANY TRASH OR DEBRIS THAT HAVE
ACCUMULATED IN THE BASIN.
3.DEWATERING OUTLETS SHALL BE REGULARLY CHECK THAT
THEY ARE PERFORMING AS INTENDED.
4.REMOVE SEDIMENT AND RESTORE BASIN BACK TO ITS
INTENDED DIMENSIONS WHEN SEDIMENT HAS
ACCUMULATED TO THE TOP OF THE SEDIMENT STORAGE
ZONE. THIS ELEVATION SHALL BE MARKED WITH A STAKE
NEAR THE CENTER OF THE BASIN
2:1 MAX SLOPE
ODOT TYPE D
RIP RAP
GEOTEXTILE
1.5' MIN HEIGHT
2:1 SLOPES
2:1 SLOPES
BASIN
SEDIMENT TRAP
NOT TO SCALE
SPILLWAY WEIR SIZED TO PASS 10
YEAR 24 HOUR STORM. A MAX FLOW
DEPTH OF 1', A MINIMUM FREEBOARD
OF 0.5', AND MAXIMUM SIDE SLOPES
OF 2:1 REQUIRED.
DRAINAGE AREA (ACRES)WEIR LENGTH
1 4.0
2 6.0
3 8.0
4 10.0
5 12.0
MINIMUM 4' WIDE
EMBANKMENT
6" KEY
SECTION VIEW
PLAN VIEW
OUTLET SECTION
TEMPORARY SEDIMENT TRAP - DEWATERING VOLUME
1800 CF PER ACRE OF DRAINAGE AREA
1800 CF/AC * 4.31 AC = 7758 CF
SEDIMENT STORAGE ELEVATION = 820.00
DEWATERING/SPILLWAY ELEVATION = 823.00
TOP OF BASIN ELEVATION = 824.50
VOLUME PROVIDED = 8,133 CF
3
2
1
3
4
2
1
TEMPORARY SEDIMENT TRAP - SEDIMENT STORAGE VOLUME
1000 CF PER ACRE OF DISTURBED AREA
1000 CF/AC * 3.76 AC = 3760 CF
SEDIMENT STORAGE ELEVATION = 820.00
BOTTOM OF BASIN ELEVATION = 817.00
VOLUME PROVIDED = 4,243 CF
3
45' MAXG
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:05 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM ADS SPECS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UNDERGROUNDDETENTION DETAILS16/25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:05 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM ADS SPECS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UNDERGROUNDDETENTION DETAILS17/25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:05 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM ADS SPECS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UNDERGROUNDDETENTION DETAILS18/25
w/RISER
ICV
ICV
ICV
LOW AREA
ICV
ICV
ICVICV
3" CAST IRON EXPOSED PIPE
3" CAST IRON EXPOSED PIPE
3" CAST IRON EXPOSED PIPE
PUMP HOUSE
2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AEcannot openGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)TBM1
CP900
CP947
WV
WV
WV
WV
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 19
20 21
22 23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40 41
42
43
4445
46
47
4849 50
51
52
53 54
55 56
57
58
59
60 61 62
63 64 65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80 81 8283
84
85 86
87
88
89
90 91
92
9394
95
96
97
98
99100
101
102
103 104
105
106
107
108 109
110
111
112
113
114115
116
117
118
119
120
121
122
123
124
125
126
127128
129
130
131
132
133
134135
136137
138
139
140141
142 143
144
145
146 147
148
149
150
151
152
153 154
155
156
157
158159
160
161
162
163
164
165
166
167168
169
170 171 172
173
174 175 176
177
178179
180
181182
183
184185 186
187
188
189 190
191
192
193
194
195
196
197
198
199
200201202
203
204
205
206
207
208
209
210
211
212
213
214
216
215
3 HA
3 HK
3 HK
3 HA
5 HK
3 HA
5 HK
3 HA
LANDSCAPE ENLARGEMENT
3/16" = 1'-0"00
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES TREE PRESERVATIONAND REPLACEMENT19/25
KAA
PWJ
TREE TO BE PRESERVED
CIRCLE REPRESENTS THE
CRITICAL ROOT ZONE. TREE
PROTECTION FENCE TO BE
PLACED AT CRITICAL ROOT
ZONE.
TREE TO BE REMOVED.
REFER TO SCHEDULE
ON SHEET 12.DUBLIN RD.ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
0
SCALE:
feet4080120
1" = 40'
NORTH
01.27.25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES TREE PRESERVATIONSCHEDULE & DETAILS20/25
KAA
PWJ
NTS
TREE PROTECTION DETAIL3
CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA.
SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT.
MAINTAIN EXISTING GRADE WITH THE
TREE PROTECTION FENCE UNLESS OTHERWISE
INDICATED ON THE PLANS.
2" X 6' STEEL POSTS OR APPROVED EQUAL.
TREE PROTECTION FENCE: HIGH DENSITY
POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS;
COLOR- ORANGE. STEEL POSTS INSTALLED AT
EDGE OF CANOPY
EXISTING MULCH LAYER
GENERAL NOTES:
1.ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED. TREES TO BE PRESERVED SHALL BE
PROTECTED WITH HIGH VISIBILITY TREE PROTECTION FENCING PLACED AT CRITICAL ROOT ZONE, OR 15' FROM THE
TRUNK WHICHEVER IS GREATER.
2.OWNER SHALL BE RESPONSIBLE FOE THE CONSTRUCTION, ERECTION, AND MAINTENANCE OF THE PROTECTION
FENCING. FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION.
3.ANY CHANGE IN PLACEMENT OF FENCING MUST BE APPROVED BY CITY STAFF.
4.IT IS UNLAWFUL TO FAIL TO ABIDE BY THE TREE PRESERVATION PLAN OR TREE REMOVAL PERMIT.
5.UTILITY LOCATIONS ARE AS IDENTIFIED. ANY FIELD CHANGES THAT AFFECTS THE LOCATION OF THE TREE PROTECTION
FENCING WILL BE REFLECTED ON REVISED PLANS AND COORDINATED WITH THE DIVISION OF PLANNING.
6.CRITICAL ROOT ZONE IS THE AREA INSCRIBED BY AN IMAGINARY LINE ON THE GROUND BENEATH A TREE HAVING ITS
CENTER POINT AT THE CENTER OF THE TRUNK AND HAVING A RADIUS EQUAL TO ONE FOOT FOR EVERY INCH OF
DIAMETER CHEST HEIGHT.
7.A TREE REMOVAL PERMIT MUST BE OBTAINED FROM THE PLANNING DIVISION PRIOR TO THE REMOVAL OF ANY TREES.
8.ROOT PRUNING WILL BE PERFORMED ON ANY ROOT DAMAGED WITHIN THE CRITICAL ROOT ZONE AS PER THE
INTERNATIONAL SOCIETY OF ARBORICULTURE ACCEPTED STANDARDS.
9.NO WORK SHALL BEGIN UNTIL PLAN APPROVAL AND FIELD VERIFICATION BY CITY STAFF.
10.STREET TREES AND FRONT YARD TREES ARE TO BE FIELD COORDINATED WITH CITY ARBORIST.
KEEP OUT
TREE
PROTECTION
AREA
8.5" X 11" SIGN LAMINATED IN
PLASTIC SPACED EVERY 50'
ALONG THE FENCE.
ZONING NOTES:
NTS
TREE PLANTING - LEVEL AREA1
1'-0"6"MIN.SPADE EDGE
COMPACT EXCAVATED
FILL TO CREATE SAUCER
3" MULCH LAYER
(SEE GENERAL NOTES)
ROOTBALL (LOOSEN
BURLAP ON TOP 1/2)
NOTES:
1. SEE NOTES FOR DRAINAGE
REQUIREMENTS PROIR TO
PLANTING
2. DO NOT ALLOW AIR POCKETS TO
FORM WHEN BACKFILLING
3. IMMEDIATELY SOAK WITH WATER
4. DO NOT BREAK ROOTBALL
FINISHED GRADE
PLANTING SOIL TYPE 1
ADD EXCAVATED SOIL AS
NEEDED TO BRING TREE
TO FINISHED GRADE. TAMP
LIGHTLY BUT THOROUGHLY
PRIOR TO SETTING TREE
TO PREVENT SETTLING.
SCARIFY BASE OF PLANT
PIT WHEN EXCAVATING PIT.
BREAK THROUGH & LOOSEN
ALL "HARDPAN" (REMOVE AS
NECESSARY TO FACILITATE
DRAINAGE)
KEEP MULCH OFF TRUNK
OF TREE
1.EXCAVATE ROOTBALL PIT
2.SET TREE SUCH THAT TOP OF ROOTBALL IS 2-3"
HIGHER THAN FINISH GRADE.
3.REMOVE ALL TWINE, ROPE, WIRE BASKET, AND
BURLAP FROM TOP 1/3 OF ROOTBALL & EXPOSE
ROOT FLARE.
4.BACKFILL WITH SOIL MIX & "WATER IN"
5.COMPLETE BACKFILLING, CONSTRUCT SAUCER,
SPADE-EDGE & ADD MULCH
6.STAKE & GUY SECURELY (AS REQUIRED)
7.INSTALL WATERING DEVICE (AS REQUIRED)
PLANTING PROCEDURE
2-3"
NTS
TREE PLANTING - ON SLOPE2
Use Requirement
Single-Family
Front yard trees are required on every single family lot at the
quantity and size specified in the following table. The trees to be
planted shall be an approved front yard tree as listed in Appendix
H (Approved Front Yard Trees for Dublin, Ohio) and have a
minimum truck caliper of no less than 2 inches. Trees shall be
located in front of or along any front-facing facade of the home, no
closer than three feet to a side property line. Corner and through
lots shall meet these requirements on all street frontages.
Lot Width Front Building Setback Tree Size and Quantity
Up to 59.9 feet
Less than 20 feet 1 small tree
20 feet or more 1 medium tree
60-90.9 feet
Less than 20 feet 1 medium tree plus 1 small tree
20 feet or more 1 large tree plus 1 medium tree
91 feet or more
Less than 20 feet 1 large tree plus 2 trees of any size
20 feet or more 2 large tree plus 1 tree of any size
153.133 (D)(2)(b)
153.133 (C)
Screening For Service Structures. Service structures shall be screened in all zoning districts. For the purposes of this section,
service structures shall include but not be limited to loading docks, storage tanks, dumpsters, electrical transformers, utility vaults
which extend above the surface, cooling towers, roof top units and other equipment or elements providing service to a building or
a site. Structures may be grouped together; however, screening height shall be based upon the tallest of the structures. Roof top
mechanical units must be screened to the full height of the unit
SERVICE UNITS ARE NOT SCREENED AS PART OF THIS SUBMISSION BUT NOTED TO BE PROVIDED AS NEEDED.
153.134 STREET TREE AND PUBLIC TREE REQUIREMENTS.
The planting of street trees shall be required at the time a parcel is developed or redeveloped, in all zoning districts, and in
accordance with the following regulations.
(Ord. 66-93, passed 9-20-93)
(A) Requirements for trees located on city-owned public property. The following are requirements for the planting, pruning
and removal of trees within city-owned property. For the purposes of this section, city-owned property shall include all public
ways, streets, alleys, parks or other property owned by the Municipality.
(1) Requirements. It shall be required that all subdividers or developers plant trees along public streets of their developments
in such a manner, type, quantity and location as approved by the Planning and Zoning Commission and as defined by the
following conditions, and that any undeveloped street or existing street with undeveloped frontage shall conform to these
requirements at the time of the development. Final tree locations may be adjusted by the city as unusual conditions may warrant.
(a) The tree to be planted shall be an approved street tree as listed in Appendix E (Approved Street Trees for Dublin, Ohio).
(b) The minimum spacing between this and other trees shall be 40 feet for large trees, 30 feet for medium trees and 20 feet
for small trees. See definition below.
(c) The maximum spacing between trees shall be 45 feet for large trees, 35 feet for medium trees, and 25 feet for small trees.
Spacing may be adjusted for columnar trees, as approved by City Forestry Division.
TREE REPLACEMENT NOTES:
TREE PROTECTION FENCE TO BE LOCATED WHERE THE LIMIT OF CONSTRUCTION IS ADJACENT TO TREES TO BE PRESERVED. THE
TREE PROTECTION FENCE IS TO BE LOCATED TO PROTECT THE CRITICAL ROOT ZONE AS DEFINED AS THE AREA INSCRIBED BY AN
IMAGINARY LINE ON THE GROUND BENEATH A TREE HAVING ITS CENTER POINT AT THE CENTER OF THE TRUNK OF THE TREE AND
HAVING A RADIUS EQUAL TO ONE FOOT FOR EVERY INCH OF DIAMETER BREAST HEIGHT.
PRIORITY 3 TREES REPLACE AT 1 TO 1 BASIS WITH A 2" CAL TREE. (7) TREES REQUIRED (7) 2" CALTREES TO BE TREES PROVIDED
PRIORITY 2 TREES REPLACE AT 2 TO 1 BASIS WITH A 2" CAL. TREE. (58) 2" TREES REQUIRED (58) 2" CAL. TREES TO BE PROVIDED
PRIORITY 1 TREES REPLACE AT 3 TO 1 BASIS WITH A 2" CAL. TREE (39) 2" CAL. TREES REQUIRED. (39) 2" CAL. TREES TO BE PROVIDED
LANDMARK TREES REPLACE INCH FOR INCH WITH 2.5" CAL TREES. 672 / 2.5 = 269 TREES REQUIRED.
( 26) TREES PLANTED ON SITE AND REMAINDER TO BE PAID INTO THE DUBLIN TREE FUND.
FRONT YARD TREES ARE SHOWN FOR ZONING PURPOSES ONLY AND ARE TO BE LOCATED WITH THE FINAL RESIDENTIAL SITE DESIGN.ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
1.EXCAVATE ROOTBALL PIT
2.SET TREE SUCH THAT TOP OF ROOTBALL IS 2-3"
HIGHER THAN FINISH GRADE.
3.REMOVE ALL TWINE, ROPE, WIRE BASKET, AND
BURLAP FROM TOP 1/3 OF ROOTBALL & EXPOSE
ROOT FLARE.
4.BACKFILL WITH SOIL MIX & "WATER IN"
5.COMPLETE BACKFILLING, CONSTRUCT SAUCER,
SPADE-EDGE & ADD MULCH
6.STAKE & GUY SECURELY (AS REQUIRED)
7.INSTALL WATERING DEVICE (AS REQUIRED)
SCARIFY BASE OF PLANT
PIT WHEN EXCAVATING PIT.
BREAK THROUGH & LOOSEN
ALL "HARDPAN" (REMOVE AS
NECESSARY TO FACILITATE
DRAINAGE)
PLANTING SOIL TYPE 1
12"12"
12" MIN.
8"
NOTES:
1.DO NOT ALLOW AIR POCKETS TO
FORM WHEN BACKFILLING.
2.IMMEDIATELY SOAK WITH
WATER.
3.DO NOT BREAK ROOTBALL.
2-3"
SPADE EDGE
3" SHREDDED HARDWOOD MULCH LAYER
EARTH SAUCER RING
1-1/2" MULCH LAYER
FINISHED GRADE BEFORE PLANTING
PLANTING PROCEDURE
KEEP MULCH OFF TRUNK
OF TREE
REMOVE ALL ROPE, BURLAP, AND WIRE
BASKET FROM TOP 1/3 OF ROOTBALL
EXISTING TREES
7192 Dublin Road - Dublin
TREE NUMBER SIZE SPECIES CONDITION STATUS PRIORITY 3 PRIORITY 2 PRIORITY 1 LANDMARK REMARKS
PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE
1 18 DOGWOOD GOOD REMOVE 18
2 20 RED CEDAR FAIR REMOVE 20
3 15 RED CEDAR POOR REMOVE
4 30 SPRUCE GOOD REMOVE 30
5 22 CATALPA GOOD REMOVE 22
6 29 MAPLE FAIR REMOVE 29 MULTI-STEM
7 60 MAPLE FAIR REMOVE 60 MULTI-STEM
8 15 MAPLE FAIR REMOVE 15
9 8 MAPLE POOR REMOVE
10 17 HACKBERRY FAIR REMOVE 17
11 21 WALNUT FAIR REMOVE 21
12 10 CHERRY POOR REMOVE
13 22 CATALPA GOOD REMOVE 22
14 16 ELM FAIR REMOVE 16
15 102 HACKBERRY FAIR REMOVE 102
16 15 HACKBERRY FAIR REMOVE 15
17 8 CATALPA FAIR REMOVE 8
18 6 CATALPA FAIR REMOVE 6
19 24 CATALPA FAIR REMOVE 24
20 11 LOCUST FAIR REMOVE 11
21 6 CATALPA FAIR REMOVE 6
22 7 WALNUT FAIR PRESERVE 7
23 14 CATALPA FAIR PRESERVE 14
24 23 OAK FAIR REMOVE 23
25 24 OAK FAIR REMOVE 24
26 44 MAPLE GOOD PRESERVE 44
27 27 HICKORY GOOD PRESERVE 27
28 35 HICKORY GOOD PRESERVE 35
29 20 OAK GOOD PRESERVE 20
30 80 MAPLE FAIR PRESERVE 80
31 17 MULBERRY FAIR PRESERVE 17
32 17 MAPLE FAIR PRESERVE 17
33 15 HACKBERRY POOR PRESERVE
34 15 MAPLE POOR PRESERVE
35 13 SPRUCE FAIR PRESERVE 13
36 19 PINE GOOD PRESERVE 19
37 15 MULBERRY FAIR PRESERVE 15
38 14 PINE FAIR PRESERVE 14
39 34 WALNUT FAIR PRESERVE 34
40 28 MAPLE FAIR PRESERVE 28
41 17 MAPLE FAIR PRESERVE 17
42 14 WALNUT FAIR PRESERVE 14
43 15 MAPLE FAIR PRESERVE 15
44 15 WALNUT FAIR PRESERVE 15
45 11 PINE FAIR PRESERVE 11
46 10 MAPLE FAIR PRESERVE 10
47 14 PINE GOOD PRESERVE 14
48 19 SPRUCE POOR PRESERVE
49 17 MAPLE FAIR PRESERVE 17
50 25 SPRUCE FAIR PRESERVE 25
51 11 MAPLE POOR PRESERVE
52 12 BOXELDER POOR PRESERVE 12
53 12 SPRUCE POOR PRESERVE
54 16 PINE POOR PRESERVE
55 27 HICKORY GOOD PRESERVE 27
56 13 PINE FAIR REMOVE 13
57 6 HACKBERRY FAIR REMOVE 6
58 7 MAPLE FAIR REMOVE 7
59 16 CHERRY FAIR PRESERVE 16
60 13 MAPLE FAIR REMOVE 13
61 7 MAPLE FAIR REMOVE 7
62 9 MAPLE FAIR REMOVE 9
63 6 MAPLE FAIR PRESERVE 6
64 8 PINE POOR REMOVE
65 7 MAPLE FAIR REMOVE 7
66 9 PINE POOR REMOVE
67 34 WALNUT FAIR REMOVE 34
68 20 MAPLE FAIR REMOVE 20
69 46 MAPLE FAIR REMOVE 46
70 36 MAPLE FAIR REMOVE 36
71 21 LOCUST GOOD REMOVE 21
72 19 LOCUST GOOD REMOVE 19
73 21 LOCUST GOOD REMOVE 21
74 22 LOCUST GOOD PRESERVE 22
75 7 WALNUT GOOD PRESERVE 7
76 26 MAPLE FAIR REMOVE 26
77 16 MAPLE GOOD REMOVE 16
78 27 MAPLE GOOD PRESERVE 27
79 46 CHERRY FAIR PRESERVE 46 MULTI-STEM
80 8 CHERRY POOR REMOVE
81 14 PINE FAIR REMOVE 14
82 11 WALNUT FAIR REMOVE 11
83 11 PINE POOR REMOVE
84 19 MAPLE GOOD PRESERVE 19
85 27 WALNUT FAIR PRESERVE 27
86 10 HACKBERRY FAIR REMOVE 10
87 9 HACKBERRY FAIR REMOVE 9
88 17 HACKBERRY POOR PRESERVE
89 6 MAPLE FAIR PRESERVE 6
90 13 MAPLE FAIR PRESERVE 13
91 8 MAPLE FAIR PRESERVE 8
92 7 MAPLE FAIR PRESERVE 7
93 11 MAPLE GOOD PRESERVE 11
94 42 HACKBERRY POOR PRESERVE
95 18 HACKBERRY POOR PRESERVE
96 16 MAPLE FAIR REMOVE 16
97 19 HACKBERRY FAIR REMOVE 19
98 12 MAPLE FAIR REMOVE 12
99 10 MAPLE POOR REMOVE
100 47 HACKBERRY POOR REMOVE
101 21 WALNUT FAIR REMOVE 21
102 10 MAPLE FAIR REMOVE 10
103 10 HACKBERRY POOR REMOVE
104 10 HACKBERRY FAIR REMOVE 10
105 8 MAPLE POOR REMOVE
106 19 MAPLE FAIR REMOVE 19
107 11 MAPLE FAIR REMOVE 11
108 11 HACKBERRY FAIR PRESERVE 11
109 15 MAPLE FAIR PRESERVE 15
110 16 MAPLE FAIR PRESERVE 16
111 16 WALNUT FAIR PRESERVE 16
112 41 HACKBERRY FAIR PRESERVE 41 MULTI-STEM
113 26 MAPLE FAIR PRESERVE 26
114 24 HACKBERRY FAIR PRESERVE 24
115 8 MAPLE FAIR REMOVE 8
116 14 MAPLE FAIR PRESERVE 14
117 21 MAPLE POOR REMOVE
118 13 MAPLE FAIR PRESERVE 13
119 8 MAPLE POOR PRESERVE 8
120 12 MAPLE FAIR PRESERVE 12
121 16 MAPLE FAIR PRESERVE 16
122 7 HACKBERRY FAIR PRESERVE 7
123 8 HACKBERRY FAIR PRESERVE 8
124 11 MAPLE FAIR REMOVE 11
125 21 HACKBERRY FAIR PRESERVE 21
126 20 HACKBERRY FAIR PRESERVE 20
127 24 HACKBERRY FAIR PRESERVE 24
128 22 HACKBERRY FAIR PRESERVE 22
129 46 HICKORY POOR REMOVE
130 39 SPRUCE GOOD REMOVE 39
131 27 SPRUCE FAIR REMOVE 27
132 30 SPRUCE FAIR REMOVE 30
133 15 PINE FAIR REMOVE 15
134 17 PINE FAIR REMOVE 17
135 10 PINE FAIR REMOVE 10
136 14 PINE FAIR REMOVE 14
137 15 PINE DEAD REMOVE
138 39 ELM POOR REMOVE
139 26 PEAR FAIR REMOVE 26
140 90 MAPLE FAIR REMOVE 90 MULTI-STEM
141 14 CATALPA FAIR PRESERVE 14
142 14 WALNUT FAIR PRESERVE 14
143 8 MULBERRY POOR PRESERVE
144 9 WALNUT POOR PRESERVE
145 9 CATALPA POOR PRESERVE
146 11 WALNUT FAIR PRESERVE 11
147 12 WALNUT FAIR PRESERVE 12
148 11 HACKBERRY FAIR PRESERVE 11
149 21 CATALPA FAIR PRESERVE 21
150 8 HACKBERRY FAIR PRESERVE 8
151 8 HACKBERRY FAIR PRESERVE 8
152 49 COTTONWOOD FAIR REMOVE 49
153 14 COTTONWOOD FAIR REMOVE 14
154 39 ELM POOR REMOVE
155 46 ELM POOR REMOVE
156 8 WALNUT FAIR PRESERVE 8
157 11 WALNUT FAIR PRESERVE 11
158 11 WALNUT FAIR PRESERVE 11
TREE NUMBER SIZE SPECIES CONDITION STATUS PRIORITY 3 PRIORITY 2 PRIORITY 1 LANDMARK REMARKS
PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE
159 11 CHERRY POOR PRESERVE
160 25 MAPLE POOR REMOVE
161 19 MAPLE FAIR PRESERVE 19
162 23 MAPLE FAIR PRESERVE 23
163 23 MAPLE GOOD REMOVE 23
164 30 HICKORY GOOD PRESERVE 30
165 31 MAPLE GOOD PRESERVE 31
166 11 PINE FAIR REMOVE 11
167 24 PINE FAIR PRESERVE 24
168 39 MAPLE FAIR PRESERVE 39
169 21 PINE GOOD REMOVE 21
170 15 MAPLE FAIR PRESERVE 15
171 15 MAPLE FAIR PRESERVE 15
172 8 HACKBERRY FAIR PRESERVE 8
173 22 MAPLE FAIR PRESERVE 22
174 6 MAPLE GOOD PRESERVE 6
175 13 MAPLE GOOD PRESERVE 13
176 17 HACKBERRY FAIR PRESERVE 17
177 12 MAPLE FAIR PRESERVE 12
178 9 MAPLE FAIR PRESERVE 9
179 8 MAPLE FAIR PRESERVE 8
180 22 CHERRY FAIR PRESERVE 22
181 7 HACKBERRY FAIR PRESERVE 7
182 12 MAPLE FAIR PRESERVE 12
183 14 WALNUT FAIR PRESERVE 14
184 10 MAPLE FAIR PRESERVE 10
185 11 MAPLE FAIR PRESERVE 11
186 19 MAPLE FAIR PRESERVE 19
187 16 LOCUST GOOD PRESERVE 16
188 9 HACKBERRY GOOD PRESERVE 9
189 8 MAPLE GOOD PRESERVE 8
190 22 WALNUT FAIR PRESERVE 22
191 18 WALNUT FAIR PRESERVE 18
192 11 HACKBERRY FAIR PRESERVE 11
193 10 MAPLE GOOD PRESERVE 10
194 19 MAPLE FAIR PRESERVE 19
195 18 SPRUCE FAIR PRESERVE 18
196 21 SPRUCE FAIR PRESERVE 21
197 21 SPRUCE FAIR PRESERVE 21
198 15 HACKBERRY FAIR PRESERVE 15
199 11 WALNUT FAIR PRESERVE 11
200 18 WALNUT GOOD PRESERVE 18
201 14 HACKBERRY FAIR PRESERVE 14
202 9 MAPLE GOOD PRESERVE 9
203 18 WALNUT GOOD PRESERVE 18
204 6 REDBUD GOOD PRESERVE 6
205 14 PEAR FAIR PRESERVE 14
206 20 PEAR GOOD PRESERVE 20
207 22 PEAR FAIR PRESERVE 22
208 32 ELM POOR PRESERVE
209 18 COTTONWOOD FAIR REMOVE 18
210 26 HACKBERRY GOOD PRESERVE 26
211 52 OAK GOOD PRESERVE 52
212 24 SYCAMORE GOOD PRESERVE 24
213 32 OAK GOOD PRESERVE 32
214 27 OAK GOOD PRESERVE 27
215 23 OAK GOOD PRESERVE 23
216 18 OAK GOOD PRESERVE 18
TOTALS 4111 442 266 773 672
7 TREE 29 TREES 13 TREES 672 INCHES
w/RISER
PUMP HOUSE
2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AEcannot openGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)TBM1
CP900
CP947
WV
WV
WV
WV
22 23
26
27
28
29
30
3132
35
36 38 40 41
42
43
4445 47
51 53 54
55
59
63
74
75
78
79
84
85
88
89
90 91
92
9394
95108 109
110
111
112
113
114
116
118
119
120
121
122
123
125
126
127128
141
142 143
144
145
146 147
148
149
150
151
156
157
158159
161
162
164
165
167168
169
170 171 172
173
174 175 176
177
178179
180
181182
183
184185 186
187
188
189 190
191
192
193
194
195
196
197
198
199
200201202
203
204
205
206
207
208
210
211
212
213
214
216
215
7 QB
29 UX
2 ASG
2 QC
2 NSW
2 ASG
2 NSW
2 QC
2 ASG
3 QC
3 QB
3 ASG
3 QC
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPE PLAN21/25
KAA
PWJDUBLIN RD.CODE QTY BOTANICAL NAME COMMON NAME COND.SIZE SPACING
SHADE TREES
ASG 9 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple B&B 2" Cal.As shown
NSW 4 Nyssa sylvatica `Wildfire`Wildfire Tupelo B&B 2" Cal.As Shown
QB 15 Quercus bicolor
STREET TREES ARE TO BE FIELD
ADJUSTED AS NEEDED BY CITY
ARBORIST.
Swamp White Oak B&B 2.5" Cal.
QC 10 Quercus coccinea Scarlet Oak B&B 2" Cal.
UX 29 Ulmus x 'Urban'Urban Elm B&B 2.5" Cal.
PLANT SCHEDULE
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
0
SCALE:
feet4080120
1" = 40'
NORTH
5 QB
SEE ENLARGMENT
1 PAGE 19
04.2.25
SEE ENLARGMENT
1 PAGE 12
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPE DETAILS22/25
KAA
PWJ
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
DRAIN DETAILS
MOSAIC-WALLS OVER 4' TALL
SCALE: NONE
VERSA-LOK DRAIN
1" = 20'
OUTLET AT 40'
CENTERS
OUTLET AT 40'
CENTERS
PERFORATED
DRAIN PIPE
PERFORATED
DRAIN PIPE
MOSAIC PANEL MOSAIC PANELOUTLET DRAIN
PIPE THRU 4"
HIGH UNITS OUTLET DRAIN
PIPE THRU 6"
HIGH UNITS
4" CUT IN
ACCENT UNITS
6"X6" GRATE 6" CUT IN
STANDARD UNIT
1
P-24-DUB-07
MOSAIC
PANEL HEIGHT
VERSA-LOK UNREINFORCED SECTION
1" = 20'
12" THICK MIN. DRAINAGE
AGGREGATE
4" DIA. (MIN.) DRAIN PIPE
OUTLET @ END OF WALL
OR @ 40' CENTER MAX.
SLOPE TO DRAIN (1/8"/FT.)
IMPERVIOUS FILL
GRANULAR LEVELING
PAD 6" MIN.
IMPERVIOUS FILL
12" DEEP
CAP UNIT ADHERES
TO TOP UNIT
W/VERSA-LOK
CONCRETE ADHESIVE
VERSA-LOK MOSAIC
CONCRETE UNITS
FACING UNITS
VERSA-LOK
STANDARD
UNIT (BASE COURSE)
UNDISTURBED
SOIL
2
P-24-DUB-08
SLOPE PAVEMENT
AWAY FROM WALL
VERSA-LOK PAVEMENT AT BASE
1/16" = 1'-0"
VERSA-LOK STANDARD
UNIT (BASE COURSE)GRANULAR LEVELING PAD
MIN.6" THICK
PAVEMENT
EXPANSION JOINT
DRAIN PIPE
3
P-24-DUB-09
VERSA-LOK MOSAIC PINNING DETAIL
1 1/2" = 1'-0"
SNAP OFF REMAINDER
OF PIN ABOVE UNIT
PINHOLE
VERA-TUFF SNAP OFF
PIN, 2 PER UNIT
VERA-TUFF
SNAP OFF PIN,
2 PER UNIT
RECEIVING
SLOT
NOTE
IN SOME REGIONS, ALL UNITS OF THE MOSAIC RETAINING
WALL SYSTEM (COBBLE, ACCENT AND STANDARD) HAVE 1/4"
SETBACK OPTION, ALLOWING A NEW VERTICAL SETBACK
MOSAIC WALL. CONTACT THE LOCAL VERSA-LOK
MANUFACTURER NEAREST TO YOU FOR INFORMATION.
4
P-24-DUB-04
VERSA-LOK CAPPING DETAIL
1/2" = 1'-0"
B-CAP A-CAP
FOR STRAIGHT WALLS, ALTERNATE A-CAP AND B-CAP
SPLIT STANDARD
UNIT
SPLIT CAP SPLIT CAP
5
P-24-DUB-03
VERSA-LOK CURVED WALL CAP
1/2" = 1'-0"
NOTES
FOLLOW GEOGRID MANUFACTURER'S INSTRUCTIONS AND
REINFORCEMENT PLACEMENT AT CURVES AND CORNERS
MINIMUM RADIUS 8'
AT TOP OF WALL
RECOMMENDED
MINIMUM RADIUS 6'
BOTTOM OF WALL
6
P-24-DUB-05
VERSA-LOK MOSAIC UNITS
1/8" = 1'-0"
PINNING SLOTS FOR FREESTANDING WALLS
SPLITTING GROOVE FOR
FREESTANDING WALLS
SPLITTING GROOVE FOR HALF UNIT
PINHOLES FOR VERTICAL WALLS
PIN HOLES AND SLOTS FOR 3
4"
SETBACK WALL CONSTRUCTION
STRAIGHT SPLIT FACE
TYPICAL PAVER UNIT
PAVER UNIT ALTERNATE A
PAVER UNIT ALTERNATE B
7
P-24-DUB-06
BASE STEPPING DETAIL
MOSAIC-10" STEP
NOTE:
·LIMIT CHANGES IN BASE ELEVATION TO 10" PER STEP
TO AVOID DIFFERENTIAL SETTLEMENT
·STEP AS NEEDED TO MINIMIZE BURIED UNITS AND
MAINTAIN MINIMUM REQUIRED EMBEDMENT
·FOR EASE OF INSTALLATION, USE VERSA-LOK
STANDARD UNITS FOR THE BASE COURSEVERSA-LOK BASE STEPPING
1/16" = 1'-0"
6" LEVELING PAD VERSA-LOK
STANDARD UNITS
FINISH GRADE
8
P-24-DUB-10
3 HA
3 HK
3 HK
3 HA
5 HK
3 HA
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPE DETAILS23/25
KAA
PWJ
ENEPA
C
SD SIG
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T TIHCRADEREALETATSO TCOIHO
F
01.27.25
NATURAL CLEFT SLAB LIMESTONE STAIR
3/8" = 1'-0"
ODOT 304 STONE
FINISHED TREAD IS 13 1
4"
WITH 1 1
2" RESTING ON
PREVIOUS TREAD
LIMESTONE BLOCK
GEO-TEXTILE
3 1
2" (89 MM)
DECOMPOSED
AGGREGATE
3
P-24-DUB-14
SUBGRADE
3 1
2" (89 MM)
DECOMPOSED
AGGREGATE LANDSCAPE BED
SOIL
ODOT 304
TOP OF EDGING TO BE MAX.
OF 1
4" (6.4 MM) ABOVE
SURFACE MATERIAL
12" (305 MM)
ALUMINUM STAKES
TO LOCK INTO
PERFORMED
LOOPS ON THE
EDGING
PERMALOC PERMASTRIP
ALUMINUM EDGING
3
16" X 3 1
2"
(4.8 MM X 89 MM)
WEED BARRIER
FABRIC
DECOMPOSED GRANITE MEETS GRASS FRINGE
3/4" = 1'-0"
2
P-24-DUB-11
LANDSCAPE ENLARGEMENT
1
3 HA
3 HK
3 HK
3 HA
5 HK
3 HA
LANDSCAPE ENLARGEMENT
3/16" = 1'-0"
SEGMENTED RETAINING
WALL
GRAVEL
SEATING AREA
GRAVEL PATH
4
P-24-DUB-15
CODE QTY BOTANICAL NAME COMMON NAME COND.SIZE
DECIDUOUS SHRUBS
HA 9 Hydrangea macrophylla 'All Summer Beauty'All Summer Beauty Hydrangea CONT 3 Gal.
PERENNIALS
HK 11 Hosta x 'Krossa Regal'Krossa Regal Hosta CONT 1 GAL
PLANT SCHEDULE REPLACEMENT TREE
5 RETAINING_WALL
6 DECOMPOSED_AGGREGATE_PATH
0
SCALE:
feet102030
1" = 10'
NORTH
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPESPECIFICATIONS24/25
KAA
PWJ
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPESPECIFICATIONS25/25
KAA
PWJ
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AECP9950
TBM1
CP900
CP947DUBLIN ROADPID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.82 ACRES
LIU CO
U
R
T
SCIOTO RIVER2
Area: 67,760 SF
(1.56 AC)
3
Area: 68,609 SF
(1.58 AC)
4
Area: 130,733 SF
(3.00 AC)
6
Area: 56,744 SF
(1.30 AC)
7
Area: 40,531 SF
(0.93 AC)
5
Area: 58,218 SF
(1.34 AC)
RESERVE A
Area: 26,048 SF
(0.60 AC)
1
Area: 40,116 SF
(0.92 AC)
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPRELIMINARY PLATFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
9/29/2025
DA
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 9/29/25 - 2:00 PM EDITED BY: DANUGERAH DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\PRELIMINARY PLAT\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
INDEX MAP
SHEET INDEX
1 - TITLE SHEET
2 - PRELIMINARY PLAT
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
Ohio Utilities Protection Service
Call 811before you dig
ARCHITECT
BASS STUDIO ARCHITECTS
36 KING AVENUE
COLUMBUS, OHIO 43201
CONTACT: TIMOTHY A. BASS, AIA, LEED AP
PHONE: (614) 294-4893
EMAIL: WWW.BASSSTUDIOARCHITECTS.COM
PRELIMINARY PLAT
FOR
LIU COURT
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
TITLE SHEET1/2
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVEROWNER MAINTENANCE DESCRIPTION
RESERVE A HOA HOA
PRIVATE OPEN SPACE WITH PROPOSED
GRAVEL PATH TO PROVIDE ACCESS TO
SEATING AREA AND WATERFRONT.
SANITARY
EASEMENT CITY OF DUBLIN CITY OF DUBLIN EASEMENT FOR SANITARY SEWER.
STORM
EASEMENT CITY OF DUBLIN CITY OF DUBLIN EASEMENT FOR STORM SEWER AND
SWALE.
LANDSCAPE
EASEMENT HOA HOA
EASEMENT FOR LANDSCAPE BUFFER
BETWEEN DUBLIN RD AND LOTS 1, 6, AND
7.
SITE DATA
ZONING:
PROPERTY OWNER:GEORGE CRIMSON LLC
PARCEL ID:273-001786-00
SITE ACREAGE:12.820 (REC)
12.793 (MEASURED)
SITE ZONING R-1, RESTRICTED SUBURBAN
RESIDENTIAL DISTRICT
FEMA FLOODPLAIN:39049C0151K (6/17/2008) ZONE X
SITE LAYOUT DATA:
TOTAL LOTS:7 LOTS
GROSS DENSITY (NET
DENSITY):0.55 LOTS/ACRE
MINIMUM DRIVE AISLE WIDTH:24'
MINIMUM LOT WIDTH:150' AT THE FRONT LINE OF THE
DWELLING
MINIMUM FRONT YARD
SETBACK:30'
MINIMUM REAR YARD SETBACK:50'
TOTAL SIDE YARD SETBACK:25', 8' MINIMUM ON ONE SIDE
REAR YARD MINIMUM:20% OF THE LOT DEPTH
BUILDING DATA:
BUILDING HEIGHT:35' MAXIMUM HEIGHT
LANDSCAPE DATA:
EXISTING IMPERVIOUS AREA:1.04 AC
PROPOSED IMPERVIOUS AREA:2.01 AC
GREENSPACE:10.10 AC (79%)
HORZ 1"=100'0 100 200
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03
THIS SURVEY IS BASED ON AN ACTUAL SURVEY PERFORMED
OF THE PREMISES IN AUGUST, 2024 AND IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
AMERICAN STRUCTUREPOINT,INC.
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRES
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP9950
TBM1
CP900
CP947
24'
F/F
P
R
O
P
3
0
'
S
A
N
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T
A
R
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A
S
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PROP 30' S
A
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EASEMENT
36' FRON
T
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SETBACK
92' FRONT
YARD
SETBACK
65' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
36' FRONT YARD
SETBACK
31' FRON
T
YARD
SETBACK
10+00
11+00
12+00
13
+
0
0
14+0015+0016
+
0
0
16
+
1
8
58'
R/W
LIU COU
R
T
PROP 10
'
R/W DED
I
C
A
T
I
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N
40' DUB
L
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D
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B
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40' DUBL
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58'20'N74°16'2
7
"
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-
1
3
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2
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L=130.74,R=90.00
S22°29'41"E
- 64
.04
'
L=22.61, R=215.00
L=140.46,R=91.00N01°47'33"W
22.64'
20'
LANDSC
A
P
E
EASEME
N
T
PROP 10
'
R/W DED
I
C
A
T
I
O
N
PROP 20'SANITARYEASEMENT41' FRONT
YARD
SETBACK
20'
LANDSC
A
P
E
EASEME
N
T
PROP 83' STORM
EASEMENT
EX 20' SAN
I
T
A
R
Y
EASEMENT
PROP 20' STORM
EASEMENT
E
X
2
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'
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PROP 20' STORM
EASEMENT
PROP 30' STORM
EASEMENT PROP 30' STORM
EASEMENT
PROP 20' STORM
EASEMENT
2
AREA: 67,760 SF
(1.56 AC)
3
AREA: 68,609 SF
(1.58 AC)
4
AREA: 130,733 SF
(3.00 AC)
6
AREA: 56,744 SF
(1.30 AC)
7
AREA: 40,531 SF
(0.93 AC)
5
AREA: 58,218 SF
(1.34 AC)
RESERVE A
AREA: 26,048 SF
(0.60 AC)
N83°56'54"E - 152.47'
N83°56'54"E - 389.84'S13°14'25"E - 116.39'N75°48'41
"
E
-
1
3
1
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6
2
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8
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4
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-
9
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9
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'
N87°42'49"E - 190.67'
N88°09'02"E - 192.68'S01°42'42"W20.60'S01°42'42"W - 98.19'S06°54'37"W - 94.11'S06°54'37"W - 106.85'N88°12'27"E - 158.34'
N50°
4
7'
0
7"
E -
1
4
0.
9
0'
N88°12'27"E - 167.57'
N88°12'27"E - 404.04'S06°54'37"W - 142.46'S88°16'20"W - 435.20'N01°47'33"W - 51.68'S88°16'20"W - 355.09'S15°33'22"E - 147.11'S15°33'22"E - 150.37'S15°33'22"E - 167.79'N74°16'2
7
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-
2
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7
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N76°33'00
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-
2
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8
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'S29°16'27"W33.40'N74°16'2
7
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-
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L=175.77,R=121.00
L=101.05,R=1
7
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=
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8
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=60.00
L =1 24.12,R=60.00L=26.87, R=60.00
L =4 6 .91,R=60.00
L
=
6
2.64,
R=60.00L=38.98,R=121.
0
0S22°29'41"E
-
67
.87
'L=38.29,R=179.00L=10
4.5
9,
R
=
1
7
9
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L=9 5 .97 ,R=179.00L=2 1 .1 7 ,R =1 7 9 .0 0
N74°16'2
7
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-
1
0
6
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5
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'S08°41'06"E - 83.09'2' SHAR
E
D
USE PAT
H
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N
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2' SHAR
E
D
USE PAT
H
EASEME
N
T
1
AREA: 40,116 SF
(0.92 AC)
S01°47'33"E
26.12'
L =1 5 2 .5 0 ,R =271.0 0
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-
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.87
'PROP 20'SANITARYEASEMENTPROP 20'SANITARYEASEMENTPROP
SANITARY
EASEMENT
(VARIES)
11' SHAR
E
D
USE PAT
H
11' SHAR
E
D
USE PAT
H
PROPOSED
DRIVE
PROP 20'SANITARYEASEMENT
L=121.38,R=2
1
5
.
0
0
L=15.34, R=24.00
L=86.36,R=
9
6
.0
0
S74°16'2
8
"
W
-
1
2
9
.
8
5
'
PROP 30' STORM
EASEMENT 161.27
'
37.14'
24.61'
79.1
5'76.09'65.67'30.55'PROP 20' STORM
EASEMENT
L
=
2
1
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0
,R=
1
5
0
.
0
0L=102
.
0
6
,R=15
0
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0N22°29'41"W
-
67
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N6
1
°
2
8
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4
4
"
W
54
.
6
0
'
S74°16'2
7
"
W
171.58'N22°29'41"W67.87
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HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPRELIMINARY PLATFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
9/29/2025
DA
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 9/29/25 - 1:54 PM EDITED BY: DANUGERAH DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\PRELIMINARY PLAT\2024.00690 PRELIM PLAT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES PRELIMINARYPLAT2/2
SITE LEGEND
PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
CURB AND GUTTER
SIGN
PROJECT LIMITS
LIU COURTPID: 273-001793-00
ZONING: R-1
HEGENDERFER JUSTIN L &
ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001792-00
ZONING: R-1
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
ZONING: PLR
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001926-00
ZONING: R-1
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
PID: 273-001787-00
ZONING: R-1
BOULDERS AT SCIOTO
SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
DUBLIN ROAD
CP900
TBM1CP947
CP9950
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 108+89
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
1/24TITLE SHEETINDEX MAP
SHEET INDEX
1 - TITLE SHEET
2 - GENERAL NOTES
3 - TYPICAL SECTIONS
4 - DEMOLITION PLAN
5 - MAINTENANCE OF TRAFFIC PLAN PHASE 1
6 - MAINTENANCE OF TRAFFIC PLAN PHASE 2
7 - MAINTENANCE OF TRAFFIC PLAN PHASE 3
8 - SCHEMATIC PLAN
9-10 - PLAN & PROFILE
11 - MULTI-USE PATH PROFILE
12-19 - DUBLIN RD CROSS SECTIONS
20 - SIGNAGE AND STRIPING PLAN
21 - SIGHT DISTANCE PLAN
22 - EROSION CONTROL PLAN
23 - EROSION CONTROL NOTES
24 - INTERSECTION & DRIVEWAY DETAILS
Ohio Utilities Protection Service
Call 811before you dig
PUBLIC ROADWAY WIDENING PLANS
FOR
DUBLIN ROAD
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
APPROVED:
CITY OF DUBLIN:
SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE
AND GENERAL LOCATION OF THE PROJECT AND DOES NOT CONSTITUTE
ASSURANCE TO OPERATE AS INTENDED. ALL TECHNICAL DETAILS REMAIN THE
RESPONSIBILITY OF THE PROFESSIONAL CIVIL ENGINEER PREPARING THE PLANS.
REGISTERED ENGINEER E-86125 DATE
DIRECTOR OF ENGINEERING/CITY ENGINEER
CITY OF DUBLIN, OHIO
PAUL A. HAMMERSMITH, P.E.
DATE
STANDARD CONSTRUCTION DRAWINGS
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON THESE
PLANS SHALL BE CONSIDERED A PART THEREOF.
MD-02
MD-03
MD-05
PD-02
PD-03
PD-04
PD-06
RD-01
RD-02
RD-03
RD-05
RD-09
RD-10
SA-04
ST-01
ST-03
ST-04
ST-05
ST-06
WA-01
CITY OF DUBLIN
(2020 EDITION)ODOT
BP-3.1
DESIGN
CRITERIA
DESIGN SPEED POSTED SPEED
DUBLIN ROAD 50 MPH 45 MPH
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVERHORZ 1"=60'0 60 120
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
ARCHITECT
BASS STUDIO ARCHITECTS
36 KING AVENUE
COLUMBUS, OHIO 43201
CONTACT: TIMOTHY A. BASS, AIA, LEED AP
PHONE: (614) 294-4893
EMAIL: WWW.BASSSTUDIOARCHITECTS.COM PROFE
SSIONA L E N G INEERR
E
GIS T E R E DSTATE OF O
H
IOE-86125
MATTHEW
LILIE
J.
07/17/2025
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
2/24GENERAL NOTESGENERAL NOTES
1.CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND
MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO
(HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL
CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN
SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY
THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS
UNLESS OTHERWISE NOTED.
2.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,
TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE
CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR
FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT
DOCUMENTS.
3.THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES
OF INTENT (NOI), BUILDING PERMITS, ETC.
4.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN
WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,
STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE
PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE
ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146.
6.FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE
REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF
ENGINEERING THAT DOCUMENTS "AS_BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND
ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE
PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE
CONSTRUCTIONS DRAWINGS.
7.THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT_OF_WAY
AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS,
UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,
REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.
IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN
OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
9.NON_RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR
HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER
CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR
WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE
GRADES AND CROSS_SECTIONS THAT EXISTED BEFORE CONSTRUCTION.
11.TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR
COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION
97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED
UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR
FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT
TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
12.DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR
FLOODPLAIN) IS NOT PERMITTED.
13.ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN
RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR
REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
14.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR
REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE
CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
15.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF
MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE
SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF
COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT
BE APPROVED FOR INSTALLATION.
16.BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES,
ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.)
SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS OR FLOWABLE CDF, TYPE II ACCORDING TO ITEM 613. ITEM 911 OF THE
STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
17.THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS
AND A LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY
OF COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING
CONSTRUCTION.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISION
CITY OF COLUMBUS
1800 EAST 17TH AVENUE
COLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERING
CITY OF DUBLIN
6555 SHIER RINGS ROAD
DUBLIN, OHIO 43016
18.ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE
APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING
HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE
PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING
HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
19.ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR
REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH
VISIBILITY FENCING PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 - INCHES
OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED WITH FENCING
PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT
INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE
REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING.
20.CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT,
UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER. USE OF PNEUMATIC AIR RAM
DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING
STREETS MUST BE OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING
BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING PAVEMENT
BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE II) SHALL BE USED IN PLACE OF
COMPACTED GRANULAR BACKFILL, ACCORDING TO ITEM 613 OF THE STANDARD
SPECIFICATIONS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE
RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL
ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO
THE CITY.
22.PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING
PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. PAVEMENT REPLACEMENT SHALL BE
CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND
APPLICABLE CITY OF DUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS,
HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT, ETC. SHALL BE
PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWINGS.
23.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED
ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM
ANY BROKEN BRANCHES AS NEEDED.
24.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN
APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.
25.ALL INLETS SHALL BE CHANNELIZED.
26.PARK AREAS SHALL BE FINE_GRADED AND SEEDED WITH THE FOLLOWING MIXTURE:
IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
GERMINATION RATE: 85%
APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS
AND RECREATION, CITY OF DUBLIN, OHIO.
27.TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST
ANCHOR BASE INSTALLATION AND MEET ALL REQUIREMENTS OF ODOT TC-41.20 AND
APPLICABLE CITY OF DUBLIN SPECIFICATIONS.
28. STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING
COLORED IN WHITE DISPLAYED OVER A BROWN BACKGROUND. SIGN TUBING SHALL BE
BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE
INSTALLATION REQUIREMENTS OF ODOT TC-41.20.
UTILITIES
1.THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS
PROJECT:
AEP OHIO - ELECTRIC
BREEZELINE - TELECOM
COLUMBIA GAS OF OH-COLUMBUS - GAS
DUBLIN SEWER - SANITARY SEWER
DUBLIN WATER - WATER MAIN
DUBLIN DIVISION OF ENGINEERING - STORMWATER
AT&T - TELECOM
CHARTER COMM - TELECOM
2.THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES
PROTECTION SERVICE (TELEPHONE NUMBER 800_362_2764), PRODUCER'S UNDERGROUND
PROTECTION SERVICE (TELEPHONE NUMBER 614_587_0486), AND TO OWNERS OF
UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND
PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START
OF CONSTRUCTION.
3.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE
CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS
AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY
OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR
OF THE SAME AND FOR ANY RESULTING CONTINGENT DAMAGE.
4.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND THE CITY ENGINEER.
6.PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF
DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
1.TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR ACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(OMUTCD), CURRENT EDITION.
2.ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00
AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE
CITY ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM
ONE_LANE TWO_WAY TRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE
FLAGMEN DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENT WHENEVER ONE_LANE,
TWO_WAY TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS
DIRECTED BY THE CITY ENGINEER.
3.IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER
PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED,
OFF_DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
4.STEADY_BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND
SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT.
5.ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING
RESIDENTS OR BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT FOR MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY
VEHICLES. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE
PROPOSED MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFIC CONTROL PLAN MUST
INCORPORATE ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC
CONTROL PLAN PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
1.THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT
(NOI) TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO
OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE
UNDER THE OHIO EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE
NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY
BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE
MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL
SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER.
AN INDIVIDUAL NPDES STORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE
CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
2.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM
WATER RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW,
AND STORM SEWERS.
3.ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT
LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND
TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
4.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES
CONSISTENT WITH EROSION CONTROL PRACTICES.
5.DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE
SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER
SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE
GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION
BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
1.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE
DEPARTMENT PRIOR TO BLASTING FOR ROCK EXCAVATION. THE CONTRACTOR SHALL
SUBMIT BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE
OWNER, AND THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON
"AS_BUILT" CONSTRUCTION DRAWINGS.
SANITARY SEWERS
1.CONNECTIONS TO THE SANITARY SEWER WILL BE PERMITTED UPON RECEIVING AN OEPA
PERMIT TO INSTALL (PTI), AND UPON RECEIVING A SATISFACTORY LETTER FROM THE
DESIGN ENGINEER STATING THAT THE PROJECT HAS BEEN CONSTRUCTED AS PER THE
PLANS, AND ALL OF THE CONDITIONS OF THE PTI HAVE BEEN MET. THE DEVELOPER IS
RESPONSIBLE FOR OBTAINING ALL REQUIRED OHIO EPA APPROVALS AND PAYING REVIEW
FEES.
2.SANITARY SEWAGE COLLECTION SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE RULES, REGULATIONS, STANDARDS AND SPECIFICATIONS OF THE CITY OF DUBLIN, OHIO
EPA, OHIO DEPARTMENT OF HEALTH AND THE CURRENT EDITION OF THE GREAT
LAKES-UPPER MISSISSIPPI RIVER BOARD (TEN STATES) - RECOMMENDED STANDARDS FOR
WASTEWATER FACILITIES.
3.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPE WITH DIAMETERS 8 INCHES TO 10
INCHES SHALL BE PVC SEWER PIPE ASTM D3034, SDR 35. PIPE FOR 6 INCH DIAMETER HOUSE
SERVICE LINES SHALL BE PVC PIPE ASTM D3034, SDR 35. PVC PIPE SHALL NOT BE USED AT
DEPTHS GREATER THAN 28 FEET. PIPE MATERIALS AND RELATED STRUCTURES SHALL BE
SHOP TESTED IN ACCORDANCE WITH CITY OF COLUMBUS CONSTRUCTION INSPECTION
DIVISION QUALITY CONTROL REQUIREMENTS.
4.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPES WITH DIAMETERS 12 INCHES TO
30 INCHES SHALL BE PVC SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM
F2736. SANITARY SEWER PIPES WITH DIAMETERS 30 INCHES TO 60 INCHES SHALL BE PVC
SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM F2764.
5.ALL IN_LINE WYE AND TEE CONNECTIONS IN CONCRETE SEWERS, 18-INCH DIAMETER AND
LARGER, SHALL BE EITHER KOR_N_TEE OR KOR_N_SEAL CONNECTIONS CONFORMING TO
THE MANUFACTURER'S RECOMMENDATIONS.
6.GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912
OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO
ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
7.ALL MANHOLE LIDS SHALL BE PROVIDED WITH CONTINUOUS SELF_SEALING GASKETS. THE
APPROVED CONSTRUCTION DRAWINGS SHALL SHOW WHERE BOLT_DOWN LIDS ARE
REQUIRED. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE OR AS APPROVED
BY THE CITY ENGINEER AND CONFORM TO THE CITY OF DUBLIN SANITARY MANHOLE
STANDARD DRAWING. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO.
8.ALL PVC SEWER PIPES SHALL BE DEFLECTION TESTED NO LESS THAN 60 DAYS AFTER
COMPLETION OF BACKFILLING OPERATIONS. ALL OTHER REQUIREMENTS SHALL BE
ACCORDING TO ITEM 901.21 OF THE STANDARD SPECIFICATIONS.
9.TEMPORARY BULKHEADS SHALL BE PLACED IN PIPES AT LOCATIONS SHOWN ON THE
APPROVED CONSTRUCTION DRAWINGS AND SHALL REMAIN IN PLACE UNTIL THE PERMIT TO
INSTALL (PTI) HAS BEEN ISSUED BY THE OEPA AND THE SEWERS HAVE BEEN APPROVED
FOR USE BY THE CITY ENGINEER. THE COST FOR FURNISHING, INSTALLING, MAINTAINING,
AND REMOVING BULKHEADS SHALL BE INCLUDED IN THE CONTRACT UNIT BID PRICE FOR
THE VARIOUS SANITARY SEWER ITEMS.
10.ALL SANITARY SEWERS INCLUDING SANITARY SEWER SERVICE LINES SHALL BE SUBJECTED
TO AND PASS INFILTRATION OR EXFILTRATION TESTS ACCORDING TO ITEM 901 OF THE
STANDARD SPECIFICATIONS AND MUST BE APPROVED FOR USE BY THE CITY ENGINEER
BEFORE ANY SERVICE CONNECTIONS ARE TAPPED INTO SEWERS.
11.FOR SANITARY SEWER INFILTRATION, LEAKAGE THROUGH JOINTS SHALL NOT EXCEED 100
GALLONS PER INCH OF TRIBUTARY SEWER DIAMETER PER 24 HOURS PER MILE OF LENGTH
OR THE COMPUTED EQUIVALENT. ALL SANITARY SEWERS SHALL BE TESTED.
12.AT THE DETERMINATION OF THE CITY ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO
PERFORM A TV INSPECTION OF THE SANITARY SEWER SYSTEM PRIOR TO FINAL
ACCEPTANCE BY THE CITY. THIS WORK SHALL BE COMPLETED BY THE CONTRACTOR AT HIS
EXPENSE.
13.VISIBLE LEAKS OR OTHER DEFECTS OBSERVED OR DISCOVERED DURING TV INSPECTION
SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.
14.ROOF DRAINS, FOUNDATION DRAINS, FIELD TILE OR OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE STRICTLY PROHIBITED ACCORDING TO SECTION
51.23 OF THE DUBLIN CODE OF ORDINANCES.
15.ALL WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY AND 18 INCHES
VERTICALLY, FROM SANITARY SEWERS AND STORM SEWERS, TO THE GREATEST EXTENT
PRACTICABLE. WHERE SANITARY SEWERS CROSS WATER MAINS OR OTHER SEWERS OR
OTHER UTILITIES, TRENCH BACKFILL SHALL BE PLACED BETWEEN THE PIPES CROSSING AND
SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS. IN THE EVENT THAT A WATER LINE MUST CROSS WITHIN 18 INCHES OF A
SANITARY SEWER, THE SANITARY SEWER SHALL BE CONCRETE ENCASED OR CONSIST OF
DUCTILE IRON PIPE MATERIAL.
16.SERVICE RISERS SHALL BE INSTALLED WHERE THE DEPTH FROM WYES TO PROPOSED
GROUND ELEVATION EXCEEDS 10 FEET. TOPS OF RISERS SHALL BE NO LESS THAN 9 FEET
BELOW PROPOSED GROUND ELEVATION IF BASEMENT SERVICE IS INTENDED.
17.WHERE SERVICE RISERS ARE NOT INSTALLED, A MINIMUM 5_FOOT LENGTH OF SANITARY
SEWER SERVICE PIPE OF THE SAME SIZE AS THE WYE OPENING SHALL BE INSTALLED.
18.THE CONTRACTOR SHALL FURNISH AND PLACE, AS DIRECTED, APPROVED WYE POLES MADE
OF 2 INCHES X 2 INCHES LUMBER AT ALL WYE LOCATIONS, ENDS OF EXTENDED SERVICES,
OR AT THE END OF EACH RISER WHERE RISERS ARE REQUIRED. WYE POLES SHALL BE
VISIBLE BEFORE ACCEPTANCE BY THE CITY. THE COST OF THESE POLES SHALL BE
INCLUDED IN THE CONTRACT UNIT PRICE FOR THE VARIOUS SEWER ITEMS.
19.EXISTING SANITARY SEWER FLOWS SHALL BE MAINTAINED AT ALL TIMES. COSTS FOR
PUMPING AND BYPASSING SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE BID FOR
THE RELATED ITEMS.
20.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT, AND LABOR TO MAKE
CONNECTIONS TO EXISTING MANHOLES. THE SEWER PIPE TO MANHOLE CONNECTIONS FOR
ALL SANITARY SEWERS SHALL BE FLEXIBLE AND WATERTIGHT. ALL HOLES SHALL BE
NEATLY CORED. THE SEWER PIPE BARREL AT THE SPRINGLINE SHALL NOT EXTEND MORE
THAN 1 INCH BEYOND THE INSIDE FACE OF THE MANHOLE. TO MAINTAIN FLEXIBILITY IN THE
CONNECTION, A 1_INCH SPACE SHALL BE LEFT BETWEEN THE END OF THE PIPE INSIDE THE
MANHOLE AND THE CONCRETE CHANNEL; THIS SPACE SHALL BE FILLED WITH A
WATERPROOF FLEXIBLE JOINT FILLER. ANY METAL THAT IS USED SHALL BE TYPE 300
SERIES STAINLESS STEEL. THE CONNECTION MAY BE ANY OF THE FOLLOWING TYPES:
A.RUBBER SLEEVE WITH STAINLESS STEEL BANDING.
1)KOR_N_SEAL AS MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC.
2)LOCK JOINT FLEXIBLE MANHOLE SLEEVE AS MANUFACTURED BY INTERPACE
CORPORATION.
3)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
B.RUBBER GASKET COMPRESSION.
1)PRESS WEDGE II AS MANUFACTURED BY PRESS_SEAL GASKET CORPORATION.
2)DURA SEAL III AS MANUFACTURED BY DURA TECH, INC.
3)LINK_SEAL AS MANUFACTURED BY THUNDERLINE CORPORATION.
4)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
THE COST FOR THIS WORK ALONG WITH A NEW CHANNELIZED BASE FOR THE MANHOLE
SHALL BE INCLUDED IN THE UNIT BID PRICE FOR THE RELATED ITEMS OF WORK.
WATER LINE 1-17 DELETED
STORM SEWER 1-11 DELETED
MAIL DELIVERY
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN
THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS
RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION
THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE
RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION.
ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US
POSTAL SERVICE AND THE HOMEOWNER.
2.BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S.
POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE
POSTAL SERVICE.
USE OF FIRE HYDRANTS
1.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE
DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIRE HYDRANTS
WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF
DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS.
THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED FROM DUBLIN AND
COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS
SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
2.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM
THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATING THAT THE
CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS
PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
3/24TYPICAL SECTIONS℄ DUBLIN ROAD6
40'
1.56%
EX. GRADE 1.56%
PROFILE
ELEVATION
EDGE OF
PAVEMENT TO
CONSTRUCTION
CL VARIES
2'-0'' PAVED
SHOULDER
E
X
G
R
A
D
E 4:14:
1
798
10' R/W
DEDICATION
11' SHARED USE
PATH
TYPICAL SECTION LEGEND
ITEM 442 - 1 1/4" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, (448) PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.075 GAL/S.Y.
ITEM 441 - 1 3/4'' ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE 2, (448), PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.10 GAL/S.Y.
ITEM 301 - 6" BITUMINOUS AGGREGATE BASE
ITEM 304 - 6" AGGREGATE BASE
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING, AS PER PLAN (SEE
NOTE 32 ON GENERAL NOTE PAGE)
ITEM 441 - 2 1/2" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, (448), MEDIUM TRAFFIC, PG. 64-22
ITEM 653 - 3" TOPSOIL FURNISHED AND PLACED
ITEM 254 - PAVEMENT PLANING, 1 1/4" TYP
ITEM 442 - THICKNESS VARIES, ASPHALT CONCRETE
INTERMEDIATE COURSE (WEDGE COURSE), 12.5MM, TYPE
A (449), SEE VARIABLE THICKNESS TABLE BELOW
ITEM 254 - PAVEMENT PLANING, 2 1/2" TYP
ITEM 441 - 1 1/4" ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE 2, (448), PG. 64-22
1
2
3
4
5
6
7
8
9
10
11
12
13
14
2
3
4
5
7
1
6℄ CONSTRUCTION11
12
10
30'
CONSTRUCTION
CL TO DUBLIN
ROAD CL VARIES
EDGE OF TRAVELED WAY2'-0'' GRASS
SHOULDER
4:1 MAX4:1 MA
X
8.33%
10
3'-0'' MILLED
STRIP FROM
SAWCUT LINE
1
CONSTRUCTION
CL TO SAWCUT
LINE VARIES
SAWCUT LINE TO
EDGE OF PAVEMENT
VARIES
VARIES FROM
2.45'-4.74'
VARIES FROM
2.45'-4.74'
1
14
13111EXISTING EDGE OFPAVEMENTSTATION DATA
NAME BEGIN STA END STA
DUBLIN ROAD 100+38.29 104+05.0
DUBLIN ROAD 105+13.2 107+95.49
TYPICAL SECTION - DUBLIN ROAD
NOT TO SCALEA
EX
G
R
A
D
E
1' SHARED
USE PATH
EASEMENT
ESTIMATE OF QUANTITIES
THESE QUANTITIES HAVE BEEN PROVIDED ONLY AS AN ESTIMATE TO THE SCOPE OF THE WORK. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE TO EVALUATE THE COMPLETE PROJECT AS DETAILED IN THE NOTES, PLANS, AND SPECIFICATIONS AND
PROCEDURES NECESSARY FOR THE COMPLETION OF THE PLAN IMPROVEMENTS AND SUBMIT HIS TOTAL PROJECT COST
ACCORDINGLY.
ROADWAY
ITEM QUANTITY UNIT DESCRIPTION
201 LUMP SUM CLEARING AND GRUBBING
202 580 SF ASPHALT REMOVAL
202 1140 SF CONCRETE REMOVAL
202 345 LF GUARDRAIL REMOVAL
202 12 EA REMOVE TREE
202 1 EA 12" CULVERT REMOVAL
203 CY EXCAVATION
203 CY EMBANKMENT
203 17,662 SF 1.25" MILL AND OVERLAY
203 2,272 SF 2.5" MILL AND OVERLAY
204 998 SY SUBGRADE COMPACTION
207 27 CY STABILIZED CONSTRUCTION ENTRANCE
301 166 CY 6" BITUMINOUS AGGREGATE BASE
304 166 CY 6' AGGREGATE BASE
407 75 GAL TACK COAT (0.075 GAL/SY)
407 100 GAL TACK COAT (0.10 GAL/SY)
448*35 CY
1 1/4" ASPHALT CONCRETE SURFACE COURSE, TYPE I, MEDIUM TRAFFIC,
PG64-22
448*35 CY
1 1/4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE II, MEDIUM TRAFFIC,
PG64-22
448*48 CY
1 3/4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE II, MEDIUM TRAFFIC,
PG64-22
659 589 SY SEEDING & MULCHING
SPEC 1 LUMP PROOF SURVEY, A.P.P.
STORM
604 2 EA PRECAST HEADWALL (AA-S168)
901 59 LF 12" STORM PIPE, WITH ITEM 912 BACKFILL
EROSION CONTROL
207 SY TEMPORARY SEEDING AND MULCHING
SPEC 6 EA NO. 2 STONE CHECK DAM
SPEC 1 EA CONCRETE WASHOUT AREA
SPEC x EA INLET PROTECTION
MAINTENANCE OF TRAFFIC*
614 1 LUMP MAINTAINING TRAFFIC
CALCULATED BY: MTR DATE: 06/21/2022 CHECKED BY: JRP 06/21/2022
1'-0"
8
7192 AT&TBELL SYSTEMS322A56TOP=853.62' (3' LID)SW6959FRONTIER 7192w/ELEC.&COMM. DROPSw/RISERICVOUTLETINTERCOMw/ELEC.&COMM. DROPTBOXWOWWAY 7177 DUBLIN RDcannot open
INV:840.88EX 24" WATER MAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900TBM1CP947CP9950EX 16" FORCE MAIN (19-025-CIP)
EX 16" FORCE MAIN (19-025-CIP)
EX LIGHT POLE
EX FIRE HYRDANT
EX LIGHT POLE EX FIRE HYRDANT
EX LIGHT POLE
EX TELECOM & OVERHEAD ELECTRIC
EX FENCE
EX WATER
VALVE
EX WATER MAIN
EX DOP OHE
EX WATER
VALVE
EX GAS VALVE
EX GAS MAIN
EX ELECTRIC
BOX
EX LIGHT POLE
EX GAS MARKER
EX DRIVE
EX HYDRANTEX WATER METER
EX WATER VALVE
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
EX GAS MAIN
EX GAS VALVE
EX LIGHT POLE
EX STM
EX DRIVE
EX PWR & TELE POLE
EX GUY WIRE
(TYP)
EX GUY WIRE
(TYP)
EX UTIL MISC
EX LIGHT POLE
1
2
33
4
4
5
6
5
6
24" BOXELDER
24" BOXELDER
2"
2"
2"
2"
24"24"
6"42" DUBLIN LANDMARK
TREE 4440
4"4"4"4"4"4"4"4"
MULCH-9 BUSHES & FLOWERS
MULCH-11 BUSHES & FLOWERS
GUARD SHACK
MULTI-USE PATH
INTERSECTION AHEAD
MULTI-USE PATH
MULTI-USE PATH
MULTI-USE PATH
369691
conc
369692
322a56
7192
sw-6959
columbia
energy group
7177
conc
conc
WHITE
LAYERED STONE WALL
ASPH
ASPH
WHITE
16"
16"
14"
8"
8"
WOODEN
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
DOUBLE YELLOW
ASPH
ASPH LAYERED STONE
W
A
L
L LAYERED STONE WALL LAYERED STONE WALL
TBM#1
2"
1"
1
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
DUBLIN RD
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.78 ACRES
12" RCP
12" RCP
EXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89 18" RCP12" RC
P
24" RCPINV:840.88
12" CPP
DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX GUARDRAIL
EX MAILBOX
90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00PI: 97+54.31PROJECT LIMITS
7
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:57 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 EC&DP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
4/24DEMOLITION PLANHORZ 1"=30'0 30 60
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
DEMOLITION LEGEND
TBR TO BE REMOVED
TBRO TO BE REMOVED BY OTHERS
TBRR TO BE REMOVED AND REPLACED
ASPHALT PAVEMENT TO BE REMOVED
CONCRETE PAVEMENT TO BE REMOVED
MILLING LIMITS
ITEM TO BE REMOVED
PAVEMENT TO BE SAWCUT
TREE TO BE REMOVED
SPRINKLER HEAD TO BE REMOVED
CODED NOTES
EXISTING 12" CULVERT TBR
EXISTING INTERSECTION SIGN TO BE RELOCATED
EXISTING GUARDRAIL (345' TBR)
EXISTING PAVEMENT TO BE SAWCUT (2'-2.5' FROM
EOP)
EXISTING PAVEMENT TO BE MILLED 1.25"
EXISTING PAVEMENT WITHIN 3' OF SAWCUT LINE
TO BE MILLED 2.5"
EXISTING POLE TO BE RELOCATED, COORDINATE
WITH UTILITY PROVIDER
1
2
3
4
5
6
7
NOTES:
CONTRACTOR TO PROTECT ALL UTILITY POLES DURING
CONSTRUCTION.
135' TAPER
350'W20-1-48W1-H16(L)-3640' SPACING CENTER OF
DRUM TO CENTER OF DRUM
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
40'
20'W20-1-4813'12'W1-H16(R)-36R4-7B-18W1-H16(R)R6-2R
DUBLIN ROAD
88+00 89+00 90+00 91+00 92+00 93+00
88+29.5, 20.0' L
89+02.0, 2.5' L
90+22.0, 1.2' L
91+02.0, 2.2' L
93+02.0, 3.2' L
88+87.3, 22.5' R88+31.1, 23.8' R
PROJECT LIMITS
INV:840.88W20-1-4820' SPACING CENTER OF
DRUM TO CENTER OF DRUM
40' SPACING CENTER OF
DRUM TO CENTER OF DRUM 350'
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
40'
20'W20-1-48DUBLIN ROAD
12'12'R4-7B-18W1-H16(R)-36R6-2R
94+00 95+00 96+00 97+00 98+00 99+00PI: 97+54.3195+02.0, 6.4' L
97+79.5, 4.0' L
97+99.2, 4.1' L
98+73.5, 13.5' R
98+72.5, 24.9' L
W2-2 & W16-8aP94+62.1, 8.8' R
CONTRACTOR TO PROVIDE
TEMPORARY INTERSECTION
SIGN DURING CONSTRUCTION
PROJECT LIMITS
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 MOT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
5/24MAINTENANCE OFTRAFFIC PLAN PHASE 1MATCHLINE SEE ABOVE (STA: 93+83.00)MATCHLINE SEE BELOW (STA: 93+83.00)HORZ 1"=20'0 20 40
NOTES:
CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVES DURING
CONSTRUCTION
NO PEDESTRIAN TRAVEL IS PERMITTED WITHIN WORK ZONE
AREAS
RAISED PAVEMENT MARKER REFLECTORS TO BE REMOVED
DURING PHASE 1 PER COC ITEM 621.
LEGEND
WORK ZONE
DRUM
SIGN
PHASE 1:
MOT DURING INSTALLATION OF TURN LANE.
W20-1-4840' SPACING CENTER OF
DRUM TO CENTER OF DRUM
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
40'
20'W20-1-4813'13.5'DUBLIN ROAD
88+00 89+00 90+00 91+00 92+00 93+00
89+21.8, 20.5' L
PROJECT LIMITS
100' TAPER
W20-4-48W20-7-48350'350'350'
BEGIN CONSTRUCTION
STA: 100+38.29NOT TO SCALE
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
40' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
40'DUBLIN ROAD
14'12'94+00 95+00 96+00 97+00 98+00 99+00
PROJECT LIMITS
END CONSTRUCTION
STA: 107+95.49
20'W20-1-48W20-4-48W20-7-48350'350'100' TAPER
W20-1-4898+79.7, 13.5' R
350'
NOT TO SCALE
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 MOT P2.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
6/24MAINTENANCE OFTRAFFIC PLAN PHASE 2HORZ 1"=20'0 20 40MATCHLINE SEE ABOVE (STA: 93+83.00)MATCHLINE SEE BELOW (STA: 93+83.00)NOTES:
CONTRACTOR TO MAINTAIN ACCESS TO
ALL DRIVES DURING CONSTRUCTION
NO PEDESTRIAN TRAVEL IS PERMITTED
WITHIN WORK ZONE AREAS
RAISED PAVEMENT MARKER REFLECTORS
TO BE REMOVED DURING PHASE 1 PER
COC ITEM 621.
LEGEND
WORK ZONE
DRUM
SIGN
TRAFFIC FLOW
PHASE 2:
MILL AND OVERLAY EAST PORTION OF DUBLIN RD.
W20-1-4840' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
40'W20-1-4813'13.5'DUBLIN ROAD
88+00 89+00 90+00 91+00 92+00 93+00
89+21.8, 20.5' L
PROJECT LIMITS
W20-4-48W20-7-48350'350'350'
BEGIN CONSTRUCTION
STA: 100+38.29NOT TO SCALE
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
20'
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
40' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
40'DUBLIN ROAD
14'12'94+00 95+00 96+00 97+00 98+00 99+00
PROJECT LIMITS
END CONSTRUCTION
STA: 107+95.49 W20-1-48W20-4-48W20-7-48350'350'100' TAPER
W20-1-4898+79.7, 13.5' R
350'
NOT TO SCALE
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM 20'
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 MOT P2.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
7/24MAINTENANCE OFTRAFFIC PLAN PHASE 3HORZ 1"=20'0 20 40MATCHLINE SEE ABOVE (STA: 93+83.00)MATCHLINE SEE BELOW (STA: 93+83.00)NOTES:
CONTRACTOR TO MAINTAIN ACCESS TO
ALL DRIVES DURING CONSTRUCTION
NO PEDESTRIAN TRAVEL IS PERMITTED
WITHIN WORK ZONE AREAS
RAISED PAVEMENT MARKER REFLECTORS
TO BE REMOVED DURING PHASE 1 PER
COC ITEM 621.
LEGEND
WORK ZONE
DRUM
SIGN
TRAFFIC FLOW
PHASE 3:
MILL AND OVERLAY WEST PORTION OF DUBLIN RD.
w/RISERDUBLIN ROAD
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
PROP STRIPING
EX LIGHT POLE
PROP E/P
EX FIRE HYRDANT
EX LIGHT POLE
EX LIGHT POLE
EX TELECOM & OVERHEAD ELECTRIC
EX WALK
EX FENCE
EX WATER
VALVE
EX WATER MAIN
EX DOP OHE
EX WATER
VALVE
12'11'EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
EX GAS MAIN
EX ELECTRIC
BOX
EX LIGHT POLE
EX GAS MARKER
EX DRIVE
PROP STRIPING
10+0011+00101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA: 100+38.29
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
EX GAS MAIN
EX GAS VALVE
EX LIGHT POLE
EX STM
EX DRIVE
EX GUY WIRE
(TYP)
EX UTIL MISC
101100
12" STM 11'11'11'PROP E/P
PROP E/P
11' MULTI-USE PATH
LIU COURT27.22'10'30'12'6
Area: 56,805 SF
(1.30 AC)TOP=853.62' (3' LID)w/ELEC.&COMM. DROPcannot open
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
EX FIRE HYRDANT
12'11'EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
PROP STRIPING
10+0011+00105+00 106+00 107+00 108+00
END CONSTRUCTION
STA: 107+95.49EX 24" STM
EX HYDRANT
EX 18"
S
T
M EX 18" STMEX WATER METER
EX WATER VALVE
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
EX PWR & TELE POLE
EX GUY WIRE
(TYP)
EX LIGHT POLE11'PROP E/P PROP E/PPROP E/P
LIU COURT27.22'30'1
Area: 40,065 SF
(0.92 AC)
11' MULTI-USE PATH
106
105
10412"
STM
102
103
36" STM12" STM
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:59 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 SP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
8/24SCHEMATIC PLANHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE BELOWMATCHLINE: SEE ABOVESITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY
STRAIGHT CURB
CURB AND GUTTER
SIGN
PAVEMENT MARKINGS
w/RISERDUBLIN ROAD
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
EX LIGHT POLE
PROP EOP
EX FIRE HYRDANT
EX LIGHT POLE
EX LIGHT POLE
EX TELECOM & OVERHEAD ELECTRIC
EX WALK
EX FENCE
EX WATER
VALVE
EX WATER MAIN
EX DOP OHE
EX WATER
VALVE
EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
EX GAS MAIN
EX ELECTRIC
BOX
EX LIGHT POLE
EX GAS MARKER
EX DRIVE
10+0011+00101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA: 100+38.29
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
EX GAS MAIN
EX GAS VALVE
EX LIGHT POLE
EX STM
EX DRIVE
EX GUY WIRE
(TYP)
EX UTIL MISC
101100
12" STM
PROP E/P
11' MULTI-USE PATH
LIU COURT10'30'EOP
100+38.3, 15.2' R
EOP
100+48.4, 16.0' R
EOP
100+54.6, 16.2' R EOP
101+08.8, 17.5' R
EOP
103+63.0, 25.2' R
EOP
104+16.8, 25.3' R
HEADWALL
100+47.0, 24.7' R HEADWALL
101+06.0, 26.0' R
SAWCUT
104+82.8, 10.5' R
EOP
105+00.7, 24.8' R
PROP DRIVEWAY
ADJUST TO GRADE11'12'11'6
Area: 56,805 SF
(1.30)
PROJECT LIMITS
6+00 7+00 8+00 9+00 10+00
REMOVE AND RELOCATE
COORDINATE WITH UTILITY PROVIDER
103+41.1, 27.5' R
SCALE: H:1"=20', V:1"=5'
DUBLIN ROAD CROWN
830
840
850
860
EXISTING GRADE
EXISTING GRADE
843.40843.91845.34846.89848.34849.47850.53851.60852.49852.92853.33853.65853.96854.10854.23854.11853.98853.96853.94853.92853.91100+15 101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA=100+38.29
ELEV = 844.65
100
COC AA-S168N: 770367.05E: 1796188.8759' ~ 12" STM
@
3
.
3
5
%
101
COC AA-S168N: 770424.19E: 1796174.07STA: 101+0612" INV (S): 845.75STA: 100+4712" INV (N): 843.77PROFILE CL EAST DITCH
PROFILE CL EAST DITCH
847.36848.37849.39850.40851.41851.79852.17852.55852.71852.88853.04853.21JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:58 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
9/24PLAN & PROFILEHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE SHEET 10SITE LEGEND
STRAIGHT CURB
CURB AND GUTTER
SIGN
PROPOSED MILL & OVERLAY (1.25"
DEPTH)
PROPOSED MILL & OVERLAY (2.5" DEPTH)
PROPOSED NEW ASPHALT PAVEMENT
PAVEMENT MARKINGS
MATCHLINE: SEE SHEET 10EX GAS
UTILITY LEGEND
SANITARY MAIN
WATER
STORM SEWER MAINSTM
HEADWALL
SANITARY MANHOLE
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
TOP=853.62' (3' LID)w/ELEC.&COMM. DROPcannot open
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
EX FIRE HYRDANT
EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
PROP STRIPING
10+0011+00105+00 106+00 107+00 108+00
END CONSTRUCTION
STA: 107+95.49
EX 24" STM
EX HYDRANT
EX 18"
S
T
M EX 18" STMEX WATER METER
EX WATER VALVE
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
EX PWR & TELE POLE
EX GUY WIRE
(TYP)
EX LIGHT POLE
PROP E/P PROP E/PPROP E/P
LIU COURT10'30'SAWCUT
104+82.8, 10.5' R
EOP
105+00.7, 24.8' R
EOP
106+29.3, 23.3' R
EOP
107+51.8, 18.8' R
EOP
107+95.8, 16.2' R
ADJUST TO GRADE 12'11'11'1
Area: 40,065 SF
(0.92)
11' MULTI-USE PATH
PROJECT LIMITS
10+00 11+00
12+00
12
+
8
5
12" STM
36" STM12" STM
102
103
104
105
106
HEADWALL
107+00.4, 58.7' R HEADWALL
107+36.5, 61.2' R
CONTRACTOR
TO RESET
GUY WIRES
SCALE: H:1"=20', V:1"=5'
DUBLIN ROAD CROWN
830
840
850
860
EXISTING GRADE
EXISTING GRADE
853.96853.94853.92853.91853.89853.87853.38852.85851.68850.46849.62848.78848.62848.47848.71848.98849.95850.95852.58853.55852.74852.24851.75851.26850.13848.95847.77847.70847.95847.75847.07105+00 106+00 107+00 108+00 108+89
END CONSTRUCTION
STA=107+95.49
ELEV = 848.93
PROFILE CL EAST DITCH
EX 24" STM
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:58 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
10/24PLAN & PROFILEHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE SHEET 9SITE LEGEND
STRAIGHT CURB
CURB AND GUTTER
SIGN
PROPOSED MILL & OVERLAY (1.5" DEPTH)
PROPOSED MILL & OVERLAY (2.5" DEPTH)
PROPOSED NEW ASPHALT PAVEMENT
PAVEMENT MARKINGS
UTILITY LEGEND
SANITARY MAIN
WATER
STORM SEWER MAINSTM
HEADWALL
SANITARY MANHOLE
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
MATCHLINE: SEE SHEET 9
WVinlet window
inlet window
12" RC
P12" CPP 18" RCP24" RCPEXIST DRAINAGE INLETTR:847.08INV(N):844.79INV(S):844.89DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX 24" WATER MAIN (90-009-CIP)CP9950EX 16" FORCE MAIN (19-025-CIP)
600'18'0+00
1+00
2+00
3+00
4+00
5+00
6+00
6+02
DUBLIN ROAD
BROWNING CTLIU COURTSCALE: H:1"=30', V:1"=10'
DUBLIN RD - NORTH SIGHT DISTANCE
840
850
860
870
840
850
860
870
EXISTING GRADE
EXISTING GRADEPROPOSED GRADE
850.44850.26850.40850.73850.98850.29850.05849.50847.96846.58846.77848.00848.00848.01849.18850.16851.27853.04854.54856.01856.91857.97858.66859.37859.93853.21853.60853.70853.27852.82851.70850.90850.20849.50848.85848.40848.29848.34848.48-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+253.5'3.5'SIGHT DISTANCE LINE
DRIVER'S EYE
OBJECT
WVw/RISERDUBLIN ROAD
DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX 24" WATER MAIN (90-009-CIP)CP900TBM1CP947EX 16" FORCE MAIN (19-025-CIP)18'600'
0+00
1+00
2+00
3+00
4+00
5+00
6+00
6+01
DUBLIN ROAD
LIU COURTSCALE: H:1"=30', V:1"=10'
DUBLIN RD SOUTH SIGHT DISTANCE
830
840
850
860
870
830
840
850
860
870
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
850.44850.10850.94851.75854.00853.85853.24852.68852.36852.28852.33852.01850.69850.00848.63847.36845.59843.97842.74841.06840.30840.04840.03839.87838.70853.21853.29853.68853.55853.39853.22853.06852.81852.47851.95851.04849.88848.95848.27847.53847.50846.07-0+250+001+002+003+004+005+006+006+25 3.5'3.5'DRIVER'S
EYE
SIGHT DISTANCE LINE
OBJECT
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/15/25 - 2:28 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 SIGHT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
21/24SIGHT DISTANCEPLANVERT 1"=10'
HORZ 1"=30'
0
0
10
30
20
60
SCALE: H:1"=20', V:1"=5'
MULTI-USE PATH
830
840
850
860
870
EXISTING GRADE EXISTING GRADE
851.37850.91850.46850.19850.02850.38850.65851.39850.09848.67847.39846.16844.91844.54843.00844.72853.58853.15853.37853.51853.65853.25852.85852.45851.75850.58849.40848.61848.40848.40848.40848.389+00 10+00 11+00 12+00 13+00
-1.60%
-4.73%
+0.00%+0.00%+0.00%GRADE BREAK STA = 10+00.00ELEV = 853.65GRADE BREAK STA = 12+26.24ELEV = 848.40GRADE BREAK STA = 12+46.00ELEV = 848.40GRADE BREAK STA = 12+84.90ELEV = 848.40 HIGH POINT EL =852.40
HIGH POINT STA = 10+78.23
PVI STA = 10+90.73
PVI EL = 852.20
K = 7.98
25.0' VC
BVCS: 10+78.23BVCE: 852.40EVCS: 11+03.23EVCE: 851.61 LOW POINT EL =848.40
LOW POINT STA = 11+95.97
PVI STA = 11+70.97
PVI EL = 848.40
K = 10.56
50.0' VC
BVCS: 11+45.97BVCE: 849.58EVCS: 11+95.97EVCE: 848.40PI: 10+00.00ELEV = 853.65PC: 11+62.92ELEV = 848.92PT: 11+70.97ELEV = 848.70PC: 12+16.42ELEV = 848.40PT: 12+26.24ELEV = 848.40PC: 12+37.73ELEV = 848.40PT: 12+64.27ELEV = 848.40-1.60%
-4.73%
+0.00%+0.00%+0.00%GRADE BREAK STA = 10+00.00ELEV = 853.65GRADE BREAK STA = 12+26.24ELEV = 848.40GRADE BREAK STA = 12+46.00ELEV = 848.40GRADE BREAK STA = 12+84.90ELEV = 848.40 HIGH POINT EL =852.40
HIGH POINT STA = 10+78.23
PVI STA = 10+90.73
PVI EL = 852.20
K = 7.98
25.0' VC
BVCS: 10+78.23BVCE: 852.40EVCS: 11+03.23EVCE: 851.61 LOW POINT EL =848.40
LOW POINT STA = 11+95.97
PVI STA = 11+70.97
PVI EL = 848.40
K = 10.56
50.0' VC
BVCS: 11+45.97BVCE: 849.58EVCS: 11+95.97EVCE: 848.40PI: 10+00.00ELEV = 853.65PC: 11+62.92ELEV = 848.92PT: 11+70.97ELEV = 848.70PC: 12+16.42ELEV = 848.40PT: 12+26.24ELEV = 848.40PC: 12+37.73ELEV = 848.40PT: 12+64.27ELEV = 848.40GRADE BREAK STA = 8+95.51ELEV = 853.58GRADE BREAK STA = 8+95.51ELEV = 853.58SCALE: H:1"=20', V:1"=5'
MULTI-USE PATH
830
840
850
860
870
EXISTING GRADE
EXISTING GRADE
849.74850.64851.29851.81852.04852.22852.09852.86853.23852.76852.03851.37850.91850.46850.19848.67849.61850.55851.50852.16852.47852.79853.03853.17853.32853.46853.58853.15853.37853.515+75 6+00 7+00 8+00 9+00
+3.77%
+1.26%
+0.58%GRADE BREAK STA = 6+00.37ELEV = 847.74GRADE BREAK STA = 7+88.86ELEV = 852.96GRADE BREAK STA = 8+95.51ELEV = 853.58 HIGH POINT EL =852.33
HIGH POINT STA = 7+38.92
PVI STA = 7+13.92
PVI EL = 852.02
K = 19.90
50.0' VC
BVCS: 6+88.92BVCE: 851.08EVCS: 7+38.92EVCE: 852.33+3.77%
+1.26%
+0.58%GRADE BREAK STA = 6+00.37ELEV = 847.74GRADE BREAK STA = 7+88.86ELEV = 852.96GRADE BREAK STA = 8+95.51ELEV = 853.58 HIGH POINT EL =852.33
HIGH POINT STA = 7+38.92
PVI STA = 7+13.92
PVI EL = 852.02
K = 19.90
50.0' VC
BVCS: 6+88.92BVCE: 851.08EVCS: 7+38.92EVCE: 852.33JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:58 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
11/24MULTI-USE PATHPROFILEHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
SITE LEGEND
STRAIGHT CURB
CURB AND GUTTER
SIGN
PROPOSED MILL & OVERLAY (1.5" DEPTH)
PROPOSED MILL & OVERLAY (2.5" DEPTH)
PROPOSED NEW ASPHALT PAVEMENT
PAVEMENT MARKINGS
UTILITY LEGEND
SANITARY MAIN
WATER
STORM SEWER MAINSTM
HEADWALL
SANITARY MANHOLE
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
MATCHLINE: SEE SHEET 9
100+50.00
830
835
840
845
850
855
830
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
101+00.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
OFF:0.00' ELEV:845.34OFF:12.48' R ELEV:845.14OFF:12.48' R ELEV:845.14OFF:16.09' R ELEV:845.08OFF:-16.61' L ELEV:844.98-1.56%-1.56%-2.14%OFF:0.00' ELEV:848.34OFF:11.96' R ELEV:848.16OFF:11.96' R ELEV:848.16OFF:17.26' R ELEV:848.08OFF:-15.02' L ELEV:847.96-1.56%-1.56%-2.57%
12" STM
EX GAS
EX 24" WM
EX 16" SAN
12" STM
EX GAS
EX 24" WM EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS12/24
101+50.00
835
840
845
850
855
860
835
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
PROP
R/W
SAWCUT OFF:30.20' R ELEV:849.18OFF:41.20' R ELEV:849.35OFF:30.20' R ELEV:849.18OFF:29.20' R ELEV:849.15OFF:41.20' R ELEV:849.35OFF:42.20' R ELEV:849.32OFF:42.20' R ELEV:849.32OFF:42.81' R ELEV:849.523.15%-3.11%3:1
102+00.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:30.58' R ELEV:851.07OFF:41.58' R ELEV:851.24OFF:30.58' R ELEV:851.07OFF:29.58' R ELEV:851.04OFF:41.58' R ELEV:851.24OFF:42.58' R ELEV:851.21OFF:42.58' R ELEV:851.21OFF:44.59' R ELEV:850.543.16%-3.10%3:1
850.53
852.49
OFF:0.00' ELEV:850.53OFF:-14.60' L ELEV:850.31OFF:11.46' R ELEV:850.35OFF:11.46' R ELEV:850.35OFF:18.43' R ELEV:850.25OFF:20.43' R ELEV:850.08OFF:25.09' R ELEV:848.37OFF:26.09' R ELEV:848.37OFF:29.20' R ELEV:849.15-1.54%-1.56%-1.56%-8.33%
3:1
4:1OFF:0.00' ELEV:852.49OFF:-14.13' L ELEV:852.17OFF:11.07' R ELEV:852.32OFF:11.07' R ELEV:852.32OFF:19.72' R ELEV:852.19OFF:21.72' R ELEV:852.02OFF:26.00' R ELEV:850.39OFF:27.00' R ELEV:850.39OFF:29.58' R ELEV:851.04-2.29%-1.56%-1.56%-8.33%
3:1
4:1
EX GAS
EX GAS
EX 16" SAN
EX 16" SAN
EX 24" WM
EX 24" WM
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS13/24
102+50.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:31.43' R ELEV:852.33OFF:42.44' R ELEV:852.51OFF:31.43' R ELEV:852.33OFF:30.43' R ELEV:852.30OFF:42.44' R ELEV:852.51OFF:43.44' R ELEV:852.48OFF:43.44' R ELEV:852.48OFF:45.58' R ELEV:851.763.15%3.15%-3.11%3:1
103+00.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:32.17' R ELEV:852.96OFF:43.17' R ELEV:853.13OFF:32.17' R ELEV:852.96OFF:31.17' R ELEV:852.93OFF:43.17' R ELEV:853.13OFF:44.17' R ELEV:853.103.15%-3.12%
853.33
853.96
OFF:0.00' ELEV:853.33OFF:-12.88' L ELEV:853.17OFF:11.14' R ELEV:853.15OFF:11.14' R ELEV:853.15OFF:21.49' R ELEV:852.99OFF:23.49' R ELEV:852.83OFF:27.38' R ELEV:851.79OFF:28.38' R ELEV:851.79OFF:30.43' R ELEV:852.30-1.21%-1.56%-1.56%-8.33%
4:1 4:1OFF:0.00' ELEV:853.96OFF:-12.18' L ELEV:854.01OFF:11.11' R ELEV:853.79OFF:11.11' R ELEV:853.79OFF:23.13' R ELEV:853.60OFF:25.13' R ELEV:853.43OFF:28.65' R ELEV:852.55OFF:29.65' R ELEV:852.55OFF:31.17' R ELEV:852.930.38%-1.56%-1.56%-8.33%
4:1 4:1
EX GAS
EX 24" WM
EX GAS
EX 16" SAN
EX 16" SANEX 24" WM
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS14/24
103+50.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:32.88' R ELEV:853.25OFF:43.88' R ELEV:853.42OFF:32.88' R ELEV:853.25OFF:31.88' R ELEV:853.22OFF:43.88' R ELEV:853.42OFF:44.88' R ELEV:853.393.14%-3.12%
104+00.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
PROP
R/W
SAWCUT OFF:33.63' R ELEV:853.54OFF:44.63' R ELEV:853.71OFF:33.63' R ELEV:853.54OFF:32.63' R ELEV:853.51OFF:44.63' R ELEV:853.71OFF:45.63' R ELEV:853.683.14%-3.12%
854.23
853.98
OFF:0.00' ELEV:854.23OFF:-11.72' L ELEV:854.17OFF:11.05' R ELEV:854.05OFF:11.05' R ELEV:854.05OFF:24.75' R ELEV:853.84OFF:26.75' R ELEV:853.67OFF:29.51' R ELEV:852.88OFF:30.51' R ELEV:852.88OFF:31.88' R ELEV:853.22-0.49%-1.56%-1.56%-8.33%
3:1 4:1OFF:0.00' ELEV:853.98OFF:-13.04' L ELEV:853.76OFF:11.03' R ELEV:853.81OFF:11.03' R ELEV:853.81OFF:25.31' R ELEV:853.59OFF:27.31' R ELEV:853.42OFF:30.41' R ELEV:853.21OFF:31.41' R ELEV:853.21OFF:32.63' R ELEV:853.51-1.67%-1.56%-1.56%-8.33%14:1 4:1
EX GAS
EX 24" WM
EX GAS
EX 24" WM
EX 16" SAN
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS15/24
104+50.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
105+00.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
853.94
853.91
OFF:0.00' ELEV:853.94OFF:10.73' R ELEV:853.77OFF:-14.14' L ELEV:853.76-1.56%-1.27%OFF:0.00' ELEV:853.91OFF:10.79' R ELEV:853.74OFF:-15.14' L ELEV:853.83-1.56%-0.49%
EX GAS
EX 24" WM
EX 16" SAN
EX 24" WM
EX GAS
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS16/24
105+50.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
106+00.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
OFF:34.78' R ELEV:853.03OFF:45.78' R ELEV:853.20OFF:34.78' R ELEV:853.03OFF:33.78' R ELEV:853.00OFF:45.78' R ELEV:853.20OFF:46.78' R ELEV:853.173.12%-3.14%OFF:0.00' ELEV:853.87OFF:-15.75' L ELEV:853.46OFF:11.38' R ELEV:853.69OFF:11.38' R ELEV:853.69OFF:24.23' R ELEV:853.49OFF:26.23' R ELEV:853.33OFF:30.02' R ELEV:852.24OFF:31.02' R ELEV:852.24OFF:33.78' R ELEV:853.00-2.63%-1.56%-1.56%-8.33%
3:1 4:1 OFF:34.93' R ELEV:852.17OFF:45.93' R ELEV:852.34OFF:34.93' R ELEV:852.17OFF:33.93' R ELEV:852.13OFF:45.93' R ELEV:852.34OFF:46.93' R ELEV:852.303.12%-3.14%OFF:0.00' ELEV:852.85OFF:-15.45' L ELEV:852.45OFF:11.88' R ELEV:852.67OFF:11.88' R ELEV:852.67OFF:23.52' R ELEV:852.49OFF:25.52' R ELEV:852.32OFF:29.75' R ELEV:851.26OFF:30.75' R ELEV:851.26OFF:33.93' R ELEV:852.13-2.60%-1.56%-1.56%-8.33%
4:1 4:1
EX GAS
EX 24" WM
EX GAS
EX 24" WM
EX 16" SAN
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS17/24
106+50.00
835
840
845
850
855
860
835
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
107+00.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
OFF:35.44' R ELEV:849.93OFF:46.44' R ELEV:850.09OFF:35.44' R ELEV:849.93OFF:34.44' R ELEV:849.90OFF:46.44' R ELEV:850.09OFF:47.44' R ELEV:850.063.08%-3.18%OFF:0.00' ELEV:850.46OFF:-15.21' L ELEV:850.20OFF:12.74' R ELEV:850.27OFF:12.74' R ELEV:850.27OFF:22.70' R ELEV:850.11OFF:24.70' R ELEV:849.94OFF:29.49' R ELEV:848.94OFF:30.49' R ELEV:848.94OFF:34.44' R ELEV:849.90-1.73%-1.56%-1.56%-8.33%
5:1 4:1OFF:32.02' R ELEV:848.43OFF:43.16' R ELEV:848.61OFF:32.02' R ELEV:848.43OFF:31.00' R ELEV:848.40OFF:43.16' R ELEV:848.61OFF:44.17' R ELEV:848.583.22%-2.96%OFF:0.00' ELEV:848.78OFF:-15.53' L ELEV:848.46OFF:13.14' R ELEV:848.58OFF:13.14' R ELEV:848.58OFF:20.80' R ELEV:848.46OFF:22.80' R ELEV:848.29OFF:26.77' R ELEV:847.70OFF:27.77' R ELEV:847.70OFF:31.00' R ELEV:848.40-2.06%-1.56%-1.56%-8.33%
7:1 5:1
EX GAS
EX 24" WM
EX GAS
EX 24" WM EX 16" SAN
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS18/24
108+00.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00 EX ℄ CONSTEX
R/W
107+50.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
848.98
OFF:26.86' R ELEV:848.40OFF:37.86' R ELEV:848.57OFF:26.86' R ELEV:848.40OFF:25.86' R ELEV:848.37OFF:37.86' R ELEV:848.57OFF:38.86' R ELEV:848.543.13%-3.13%OFF:0.00' ELEV:848.47OFF:-16.22' L ELEV:848.07OFF:13.54' R ELEV:848.26OFF:13.54' R ELEV:848.26OFF:18.90' R ELEV:848.18OFF:20.90' R ELEV:848.01OFF:22.65' R ELEV:847.75OFF:23.65' R ELEV:847.75OFF:25.86' R ELEV:848.37-2.46%-1.56%-1.56%-8.33%7:1 4:1
EX GAS
EX 24" WM
EX 16" SAN
36" STM
EX GAS
EX 16" SAN
EX 24" WM
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS19/24
DUBLIN ROAD
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
PROP STRIPING
PROP E/P
EX WALK
12'11'PROP STRIPING
10+0011+00101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA: 100+38.29
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
11'11'11'PROP E/P
PROP E/P
11' MULTI-USE PATH
LIU COURT27.22'10'30'12'6
Area: 56,805 SF
(1.30 AC)W2-2RW16-2aPPROJECT LIMITS
R1-1
104+78.9, 52.4' R
101+09.2, 20.5' R
WE
WE WE
WE WE WE
YT
YT
CL
CL LA1
375.33'
PROP DIAGONAL STRIPING
PER ODOT TC-71.10 BEGIN CHANNELIZING LINES,SOLID WHITEEND CENTER LINES,DOUBLE SOLID YELLOW,℄BEGIN CENTER LINES,DOUBLE SOLID YELLOW,℄BEGIN CHANNELIZING LINES,SOLID WHITE, LTSTA 100+38.3, 0.00 TSTA 104+13.6, 6.29 RTSTA 104+70.5, 0.09 RTEX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
12'11'PROP STRIPING
10+0011+00105+00 106+00 107+00 108+00 108+89
END CONSTRUCTION
STA: 107+95.49
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
11'PROP E/P
LIU COURT27.22'30'11' MULTI-USE PATH
EXISTING SIGN TOBE RELOCATED HEREW2-1W16-H8PW16-H8PW2-2LW16-H8PR3-H8baR1-1
106+95.9, 20.3' L
104+78.9, 52.4' R
108+87.4, 24.8' L
106+65.5, 25.9' R
WE
WE
WE
WE
YT
YTCH
CL
CL
LA1
LA1
BEGIN CENTER LINES,DOUBLE SOLID YELLOW,℄END CHANNELIZING LINES,SOLID WHITEEND CENTER LINES,DOUBLE SOLID YELLOW,℄END EDGE LINESWHITE, LTEND CHANNELIZING LINES,SOLID WHITE, LTPROP DIAGONAL STRIPING
PER ODOT TC-71.10
150'50'125'BEGIN CHANNELIZING LINES,SOLID WHITESTA 104+70.5, 0.09 RTSTA 105+95.5, 1.42 LTSTA 105+95.6, 10.58 RTSTA 107+95.5, 0.00 T→→→JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 4:06 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 SIGNAGE.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
20/24SIGNAGE ANDSTRIPING PLANHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE BELOWMATCHLINE: SEE ABOVESITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY
STRAIGHT CURB
CURB AND GUTTER
SIGN
CONCRETE BOLLARD
HEAVY DUTY ASPHALT PAVEMENT
STANDARD DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE
CONCRETE WALK
GRAVEL PATH
PAVEMENT MARKINGS
STRIPING LEGEND
ITEM 644 CENTER LINE, DOUBLE YELLOW 4"
ITEM 644 TRANSVERSE/ DIAGONAL LINE,
YELLOW 24"
ITEM 644 CHANNELIZING LINE, WHITE 8"
ITEM 644 EDGE LINE, WHITE 4"
ITEM 644 LANE ARROW, 72"
CL
YT
CH
WE
LA1
WVTOP=853.62' (3' LID)w/RISERHEGENDERFER JUSTIN L & ABIGAIL MWAGNER KATHRYN LTROLSON ZACHARY MICHAEL & RACHEL LUCKHARTinlet window
inlet window
12" RC
P12" CPP 18" RCP24" RCPcannot open EXIST DRAINAGE INLETTR:847.08INV(N):844.79INV(S):844.89DUBLIN ROADLOT 42RESERVE "D"DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX 24" WATER MAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900TBM1CP947CP9950EX 16" FORCE MAIN (19-025-CIP)
EX 16" FORCE MAIN (19-025-CIP)
101100
12" STM CDCWA8458508508468478488498498518518528528
5
3 8538
4
5
85084
6 847
848848849851852853850847
847
848
848
8488488498518528
5
3
848 848
849
853CDCDCDCDCD8458508508448468478488498498518518528528538
5
3
8548548458
5
0
8508558558558
5
5855855
8468478488
4
8 84884
9
8
4
9
8
5
1
851
85
2 8528538
5
3
853 8538
5
4 85485485
4 856856857857858858840845850850
850
839841
842
843
844846847
848
849
851
852
853
845
850
850846847848849851
851
8518518
5
2
852
8
5
2
85284
5
85
0
84
3
84
4
84
6
8
4
7
848
8
4
9
85
1 852852
A
22
B
22
C
22C
22 12"
STM36" STM12" STM
48'21'
ODOT TYPE C 1.5'
DEEP RCP, WIDTH
& DEPTH PER PLAN10'5'
27'
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:00 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
22/24EROSION CONTROLPLANHORZ 1"=30'0 30 60
CONCRETE WASHOUT AREA
NOT TO SCALE10' MINIMUM10' MINIMUM
3' MIN.NOTE:
BASIN SHOULD BE CLEARLY
MARKED FOR CONCRETE WASHOUT.
ORANGE SILT FENCE OR
CONSTRUCTION FENCE
PLAN
SECTION
NOTE:
1.CONCRETE WASHOUT AREA SHALL BE LOCATED A MINIMUM OF 100' FROM STORM
SEWER INLETS, STREAMS, WETLANDS OR ANY OTHER SURFACE WATERS.
2.IF CONCRETE WASHOUT AREA IS LOCATED AWAY FROM A PAVED SURFACE,
CONSTRUCT A GRAVEL ACCESS ROUTE EQUAL IN COMPOSITION TO A
CONSTRUCTION ENTRANCE.
3.CONCRETE WASHOUT AREA SHALL BE SUFFICIENT SIZE TO CONTAIN CONCRETE
WASTE GENERATED. LARGE SITES MAY REQUIRE MULTIPLE CONCRETE WASHOUT
AREAS.
4.PLASTIC LINING SHALL BE DOUBLE-LINED, CONTINUOUS 10-ML POLYETHYLENE
SHEETING FREE OF HOLES, TEARS OR OTHER DEFECTS INSTALLED ON A
SMOOTH, LEVEL SURFACE, FREE OF LARGE ROCKS AND DEBRIS.
5.CONCRETE WASHOUT SIGNAGE SHALL BE CLEARLY VISIBLE AND LOCATED WITHIN
30 FEET OF EACH WASHOUT AREA.
6.CONCRETE WASHOUT AREA SHALL BE COVERED DURING INCLEMENT WEATHER
TO PREVENT OVERFLOW.
7.PREFABRICATED, PORTABLE AND RE-USABLE CONCRETE WASHOUT CONTAINERS
ARE ACCEPTABLE.
8.CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY TO CHECK FOR DAMAGE
AND DETERMINE IF IT NEEDS CLEANED OR REPLACED. ANY DAMAGE TO THE
SIDEWALLS OR PLASTIC LINING SHALL BE REPAIRED IMMEDIATELY. REPLACE THE
ENTIRE CONCRETE WASHOUT AREA WHEN IT IS 75% FULL.
ALL CONCRETE
TRUCKS MUST
WASHOUT HERE
6" MIN. NO. 2 CRUSHED STONE
GRAVEL PAD
10 ML PLASTIC LINING
10 ML PLASTIC LINING
B20'20'10'
MIN.14'EXISTING
PAVEMENT
5:
1
3'EXISTING
PAVEMENT
PROFILE
PLAN VIEW 6" MIN(STANDARD)18" MIN(HEAVY DUTY)FILTER CLOTH
R/W DIVERSION
AS NEEDED70' MIN. AS REQUIRED
EXISTING
GROUND
CULVERT
(AS NEEDED)18"CONSTRUCTION ENTRANCE
NOT TO SCALE
GEOTEXTILE SPECIFICATION FOR CONSTRUCTION ENTRANCE
MINIMUM TENSILE STRENGTH 200 lbs
MINIMUM PUNCTURE STRENGTH 80 psi
MINIMUM TEAR STRENGTH 50 lbs
MINIMUM BURST STRENGTH 320 psi
MINIMUM ELONGATION 20%
EQUIVALENT OPENING SIZE EOS<0.6 mm
PERMITIVITY 1x10-3 cm/sec
CONSTRUCTION SPECIFICATIONS:
1.STONE SIZE—ODOT # 2 (1.5-2.5 INCH) STONE SHALL BE USED, OR RECYCLED CONCRETE
EQUIVALENT.
2.LENGTH—THE CONSTRUCTION ENTRANCE SHALL BE AS LONG AS REQUIRED TO STABILIZE
HIGH TRAFFIC AREAS BUT NOT LESS THAN 70 FT. (EXCEPTION: APPLY 30 FT. MINIMUM TO
SINGLE RESIDENCE LOTS).
3.THICKNESS -THE STONE LAYER SHALL BE AT LEAST 6 INCHES THICK FOR LIGHT DUTY
ENTRANCES OR AT LEAST 10 INCHES FOR HEAVY DUTY USE.
4.WIDTH -THE ENTRANCE SHALL BE AT LEAST 14 FEET WIDE, BUT NOT LESS THAN THE FULL
WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS
5.GEOTEXTILE -A GEOTEXTILE SHALL BE LAID OVER THE ENTIRE AREA PRIOR TO PLACING
STONE. IT SHALL BE COMPOSED OF STRONG ROT-PROOF POLYMERIC FIBERS AND MEET
THE FOLLOWING SPECIFICATIONS:
6.TIMING—THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SOON AS IS
PRACTICABLE BEFORE MAJOR GRADING ACTIVITIES.
7.CULVERT -A PIPE OR CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF NEEDED
TO PREVENT SURFACE WATER FROM FLOWING ACROSS THE ENTRANCE OR TO PREVENT
RUNOFF FROM BEING DIRECTED OUT ONTO PAVED SURFACES.
8.WATER BAR -A WATER BAR SHALL BE CONSTRUCTED AS PART OF THE CONSTRUCTION
ENTRANCE IF NEEDED TO PREVENT SURFACE RUNOFF FROM FLOWING THE LENGTH OF
THE CONSTRUCTION ENTRANCE AND OUT ONTO PAVED SURFACES.
9.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR PREVENT FLOWING SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND. MUD SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADS, OR ANY
SURFACE WHERE RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS, SHALL BE REMOVED
IMMEDIATELY. REMOVAL SHALL BE ACCOMPLISHED BY SCRAPING OR SWEEPING. PERIODIC
INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
10. CONSTRUCTION ENTRANCES SHALL NOT BE RELIED UPON TO REMOVE MUD FROM
VEHICLES AND PREVENT OFF-SITE TRACKING. VEHICLES THAT ENTER AND LEAVE THE
CONSTRUCTION-SITE SHALL BE RESTRICTED FROM MUDDY AREAS. WHEELS SHALL BE
CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
11. REMOVAL—THE ENTRANCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS
STABILIZED OR REPLACED WITH A PERMANENT ROADWAY OR ENTRANCE.
A
12" MIN.6" MIN.4'-0"
LOW CENTER SECTION-
MUST CAUSE FLOW OVER
NOT AROUND, CHECK DAM
NOTES:
1.CONSTRUCT CHECK DAM SUCH THAT THE CENTER IS 6" LOWER
THAN THE OUTER EDGES.
2.SPACE CHECK DAMS SUCH THAT THE TOE OF THE UPSTREAM
DAM IS AT THE SAME ELEVATION AS THE TOP OF THE
DOWNSTREAM DAM.
3.SIDE SLOPES SHALL BE A MINIMUM OF 2:1
4"-8" DIAMETER ROCKAPRON
3' MAX.
DITCH SECTION
PROFILE
FLOW
POSITIVE SLO
P
EPOSITIVE SL
O
P
E
FLOW
ROCK CHECK DAM
NOT TO SCALEC
EROSION CONTROL LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
SILT FENCE
SWALE
CONCRETE WASHOUT AREA
CHECK DAM
EROSION CONTROL MATTING ODOT TYPE
B
STABILIZED CONSTRUCTION ENTRANCE
XXX
XXX
XXX
XXX
CWA
CD
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:00 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
23/24EROSION CONTROLNOTESEROSION CONTROL NOTES:
1.ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING
OPERATIONS. ALL APPLICABLE GOVERNING AGENCIES MUST BE NOTIFIED UPON
COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION FACILITIES AND PRIOR
TO ANY GRADING OPERATION BEING COMMENCED. IF DAMAGED OR REMOVED DURING
CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE
AT THE END OF EACH WORK DAY.
2.ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE GOVERNING AGENCIES;
BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR
REQUEST.
3.FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE
ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO
PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO
PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE
CONVEYORS.
4.SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES,
DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE
SITE VIA THE ACCESS ROADS. SITE-ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED
WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS.
5.SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED
DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY
GOVERNING AGENCIES, THROUGHOUT THE DURATION OF CONSTRUCTION.
6.DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS
REQUIRE AND/OR AS DIRECTED BY THE GOVERNING AGENCIES.
7.ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION
OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE
OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED
TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD
CONDITIONS ALLOW ACCESS.
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS
POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED SHALL BE SODDED. AREAS
THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE TEMPORARILY
SEEDED AND MULCHED AS REQUIRED BY GOVERNING AGENCIES.
9.RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS
PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER
CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT
FENCE OR SEDIMENT PROTECTION DEVICES SHALL BE INSTALLED AND MAINTAINED
AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS
RESTORED.
10.EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE
PERIMETER OF ALL LAKES, PONDS, AND WETLANDS, IF ANY WITHIN OR ADJACENT TO THE
AREA TO BE GRADED UNTIL THE AREA TRIBUTARY TO THE LAKE, POND, OR WETLAND IS
RESTORED.
11.TO MINIMIZE EROSION, ALL 3:1 SLOPES OR GREATER SHALL BE COVERED WITH A
TEMPORARY EROSION CONTROL BLANKET OR STAKED SOD.
12.ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES,
PONDS, WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF
GRADING ACTIVITIES, AT NO ADDITIONAL COST TO OWNER.
13.EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS
RECEIVED FINAL STABILIZATION.
14.THIS PLAN MUST BE POSTED ON SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED
EPA STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON
SITE AT ALL TIME.
SEDIMENT AND EROSION CONTROL NOTES:
MAINTENANCE & INSPECTION PROCEDURES:
ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24
HOURS FOLLOWING ANY STORM EVENT OF 0.5INCHES OR GREATER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE SEDIMENTATION AND EROSION
CONTROL FEATURES ON THIS PROJECT. ANY SEDIMENT OR DEBRIS WHICH REDUCES THE
EFFICIENCY OF A CONTROL FEATURE SHALL BE REMOVED IMMEDIATELY. SHOULD A
STRUCTURE OR FEATURE BECOME DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE
AT NO ADDITIONAL COST TO THE OWNER AND IT SHALL BE INITIATED WITHIN 24 HOURS OF
REPORT.
TEMPORARY SEEDING AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR
BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION, AND A
WRITTEN LOG MUST BE KEPT. THIS LOG SHALL INDICATE THE DATE OF THE INSPECTION,
NAME OF THE INSPECTOR, WEATHER CONDITIONS, OBSERVATIONS, ANY CORRECTIVE
ACTIONS TAKEN, AND BE SIGNED IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES
PERMIT. ANY CONTROL MEASURE MUST BE REPAIRED/REPLACED WITHIN THREE DAYS OF
INSPECTION.
PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL BE
TRAINED IN ALL INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE
EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. A WRITTEN
DOCUMENT CONTAINING THE SIGNATURES OF ALL CONTRACTORS AND SUBCONTRACTORS
INVOLVED IN THE IMPLEMENTATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES
MUST BE MAINTAINED AS PROOF ACKNOWLEDGING THAT THEY REVIEWED AND UNDERSTAND
THE CONDITIONS AND RESPONSIBILITIES OF THE PLAN. THE DOCUMENT SHALL BE CREATED
BY THE CONTRACTOR SIGNED PRIOR TO THE START OF CONSTRUCTION.
DISPOSAL OF SOLID/SANITARY/TOXIC WASTE:
SOLID, SANITARY, AND TOXIC WASTE MUST BE DISPOSED OF IN A PROPER MANNER IN
ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS
IT IS PROHIBITED TO BURN, BURY, OR POUR OUT ONTO THE GROUND OR INTO A STORM
SEWER WATER CONVEYANCE ANY SOLVENTS, PAINTS, STAINS, GASOLINE, DIESEL FUEL, USED
MOTOR OIL, HYDRAULIC FLUID, ANTIFREEZE, CEMENT CURING COMPOUNDS, AND OTHER
SUCH SOLID AND HAZARDOUS WASTES.
ANY RINSE WATERS OF SUCH MATERIAL ARE ALSO PROHIBITED FROM BEING PLACED WHERE
THEY MAY ENTER DRAINAGEWAYS.
WASH OUT OF CEMENT TRUCKS SHOULD OCCUR IN A DIKED, DESIGNATED AREA, AWAY FROM
ANY CONVEYANCE CHANNEL.
COORDINATE WASH OUT AREA WITH CONSTRUCTION MANAGER.
CONTRACTORS RESPONSIBILITIES:
THIS PLAN MUST BE POSTED ON-SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED EPA
STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON-SITE AT
ALL TIMES.
DETAILS HAVE BEEN PROVIDED ON THE PLANS IN AN EFFORT TO HELP THE CONTRACTOR
PROVIDE EROSION AND SEDIMENTATION CONTROL. THE DETAILS SHOWN ON THE PLAN SHALL
BE CONSIDERED A MINIMUM. ADDITIONAL OR ALTERNATE DETAILS MAY BE FOUND IN THE
ODNR MANUAL "RAINWATER AND LAND DEVELOPMENT". THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER
CONTROL OF EROSION AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER
MAINTENANCE AND INSPECTION IN COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER. THE
SCHEDULE SHOULD INCLUDE A SEQUENCE OF THE PLACEMENT OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES THAT PROVIDES FOR CONTINUAL PROTECTION OF THE SITE
THROUGHOUT EARTH MOVING ACTIVITIES.
PRIOR TO CONSTRUCTION OPERATIONS IN A PARTICULAR AREA, ALL SEDIMENTATION AND
EROSION CONTROL FEATURES SHALL BE IN PLACE. FIELD ADJUSTMENTS WITH RESPECT TO
LOCATIONS AND DIMENSIONS MAY BE MADE BY THE ENGINEER AND/OR THE OHIO EPA.
THE CONTRACTOR SHALL PLACE INLET PROTECTION FOR THE SEDIMENTATION CONTROL
IMMEDIATELY AFTER CONSTRUCTION OF THE CATCH BASINS OR INLETS WHICH ARE NOT
TRIBUTARY TO A SEDIMENT BASIN OR DAM.
IT MAY BECOME NECESSARY TO REMOVE PORTIONS OF SEDIMENTATION CONTROLS DURING
CONSTRUCTION TO FACILITATE THE GRADING OPERATIONS IN CERTAIN AREAS. HOWEVER,
THE CONTROLS SHALL BE REPLACED UPON GRADING OR DURING ANY INCLEMENT WEATHER.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT OFFSITE TRACKING OF
SEDIMENTS BY VEHICLES AND EQUIPMENT IS MINIMIZED. ALL SUCH OFFSITE SEDIMENT SHALL
BE CLEANED UP DAILY.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO SOLID OR LIQUID WASTE IS
DISCHARGED INTO STORM WATER RUNOFF. UNTREATED SEDIMENT-LADEN RUNOFF SHALL
NOT FLOW OFFSITE WITHOUT BEING DIRECTED THROUGH A CONTROL PRACTICE.
CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS
CONCRETE INTO OR ALONG SIDE RIVERS, STREAMS, CREEKS, NATURAL OR MAN-MADE
CHANNELS OR SWALES LEADING THERETO. CONCRETE WASH WATER AND SURPLUS
CONCRETE SHALL BE CONFINED TO APPROVED AREAS. AFTER SOLIDIFYING THESE WASTED
MATERIALS SHALL BE REMOVED FROM THE SITE.
POST FLOOD EVENT SITE MAINTENANCE:
FOLLOWING A FLOOD EVENT, INSPECT ALL MECHANICAL EQUIPMENT THAT ARE LOCATED ON
THE SITE FOR ANY DAMAGES. WALLS AND WALL PENETRATIONS SHALL ALSO BE CHECKED
FOR CRACKS AND LEAKS AND REPAIRED AS NECESSARY. ALL DEBRIS THAT MAY HAVE
ACCUMULATED ALONG THE SITE SHALL BE GATHERED AND DISPOSED OF ACCORDING TO
CITY STANDARDS. CHECK AND ENSURE THAT ALL DRAINAGE STRUCTURES ARE IN STANDARD
OPERATION AND REPAIR ANY DAMAGES OR CLOGS THAT MAY HAVE OCCURRED DURING
FLOODING.
STABILIZATION PROCEDURES
CONTRACTOR SHALL BE RESPONSIBLE TO KEEP A RECORD OF DATES WHEN MAJOR GRADING
ACTIVITIES OCCUR, WHEN EARTH DISTURBANCE HAS TEMPORARILY OR PERMANENTLY
CEASED ON A PORTION OF THE SITE, AND WHEN STABILIZATION MEASURES HAVE BEEN
INITIATED. THE LIMITS OF SEEDING AND MULCHING ARE AS SHOWN WITHIN THE PLAN AS
INDICATED BY THE LIMITS OF DISTURBANCE. ALL AREAS NOT DESIGNATED TO BE SEEDED
SHALL REMAIN UNDER NATURAL GROUND COVER. THOSE AREAS DISTURBED OUTSIDE THE
SEEDING LIMITS SHALL BE SEEDED AND MULCHED AT THE CONTRACTOR'S EXPENSE.
TEMPORARY STABILIZATION
TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITY CEASES FOR AT LEAST 14 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND
MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.
DISTURBED AREAS WITHIN 50 FEET OF A STREAM, FIRST ORDER OR LARGER, SHALL BE
STABILIZED WITHIN 2 DAYS OF INACTIVITY. TEMPORARY STABILIZATION MUST BE APPLIED TO
ANY AREA OF THE SITE WHICH WILL REMAIN IDLE OVER THE WINTER. THE TEMPORARY SEED
SHALL BE RYE (GRASS) APPLIED AT A RATE OF 25 LBS PER 1000 SY. PRIOR TO SEEDING, 900
LBS OF GROUND AGRICULTURAL LIMESTONE AND 200 LBS OF 10-20-20 FERTILIZER SHALL BE
APPLIED TO EVERY 1000 SY STABILIZED. IMMEDIATELY AFTER ANY GIVEN AREA IS SEEDED,
STRAW OR HAY SHALL BE EVENLY PLACED OVER ALL SEEDED AREAS. TWO TONS PER ACRE
FOR STRAW, OR 3 TONS PER ACRE FOR HAY SHALL BE PLACED WHEN SEEDING IS
PREFORMED BETWEEN THE DATES OF MARCH 15 AND OCTOBER 15. THREE TONS PER ACRE
STRAW, OR 4.5 TONS PER ACRE FOR HAY, SHALL BE PLACED WHEN SEEDING IS PREFORMED
BETWEEN THE DATES OF OCTOBER 15 AND MARCH 15 OF THE SUCCEEDING YEAR. IF
DORMANT SEEDING IS BEING USED FOR STABILIZATION, SEED SHALL BE PLANTED AFTER
NOVEMBER 20. AREAS TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING
STONE BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED.
IN ADDITION TO TEMPORARY SEEDING, THE CONTRACTOR SHALL PLACE A FILTER FABRIC
BARRIER AROUND THE BASE OF ALL SOIL STOCKPILES.
PERMANENT STABILIZATION
DISTURBED PORTIONS OF THE SITE WHEN CONSTRUCTION HAS COMPLETED, OR PORTIONS
THAT WILL REMAIN DORMANT FOR LONGER THAN ONE YEAR, SHALL BE STABILIZED WITH
PERMANENT SEED NO LATER THAN 7 DAYS AFTER FINAL GRADE HAS BEEN ESTABLISHED. THE
PERMANENT SEED MIX SHALL CONSIST OF 260 LBS/ACRE OF TURF TYPE TALL FESCUE. PRIOR
TO SEEDING, APPLY COMMERCIAL FERTILIZER AT THE RATE OF 1 LB ACTUAL NITROGEN PER
1000 SF. FERTILIZER TO HAVE 20-22-14 ANALYSIS. AFTER SEEDING, EACH AREA SHALL BE
MULCHED USING TURFIBER (OR EQUIVALENT) AT A RATE OF 2000 LBS PER ACRE WITH 50 LBS
OF TURFIBER ADDED PER 100 GALLONS OF MACHINE CAPACITY. KEEP HYDROMULCH FROM
NON-TARGET AREAS INCLUDING PAVEMENT, PLANT MATERIALS, CURBING, AND STRUCTURES.
IF THESE SURFACES ARE HIT DURING HYDROMULCHING OPERATIONS, WASH THE SURFACE
IMMEDIATELY.
IF SEASONAL CONDITIONS PROHIBIT THE ESTABLISHMENT OF VEGETATIVE COVER, OTHER
METHODS OF STABILIZATION, SUCH AS MULCHING WITH A TACKIFIER OR MATTING, MUST BE
EMPLOYED AND MAINTAINED UNTIL A MORE PERMANENT METHOD CAN BE IMPLEMENTED.
SITE NARRATIVE
EXISTING SITE CONDITIONS:PUBLIC ROAD, 2 DRIVE ENTRANCES; GRASS.
PROJECT DESCRIPTION:ACTIVITIES INCLUDE THE WIDENING OF DUBLIN ROAD, ADDING A TURN LANE, AND
INTERSECTION TO THE PROPOSED CUL-DE-SAC. CONSTRUCTION OF A SINGLE FAMILY
REDEVELOPMENT (7 DWELLING UNITS, 6 NEW HOMES, ASSOCIATED UTILITIES, DRIVES,
SIDEWALK AND PAVEMENT IMPROVEMENTS, AND AN UNDERGROUND DETENTION
SYSTEM. APPROXIMATELY 1.12 ACRES OF THE SITE WILL BE DISTURBED.
RECEIVING STREAM:SCIOTO RIVER.
DISTURBED AREA:1.12 ACRES
SITE BMPS:FINAL LOCATIONS OF ALL SITE BMPS, INCLUDING DUMPSTERS, VEHICLE FUELING
AREAS, CONCRETE TRUCK WASH, MATERIAL STORAGE, AND TOPSOIL STOCKPILES
SHALL BE DETERMINED BY CONTRACTOR. IF FINAL LOCATION OF BMPS DIFFER FROM
THE LOCATIONS SHOWN, CONTRACTOR SHALL MODIFY SWPPP AND INFORM OHIO EPA
OF NEW LOCATIONS OF BMPS.
ADJACENT AREAS:EAST: SCIOTO RIVER
NORTH: RESIDENTIAL HOMES
WEST: RESIDENTIAL HOMES
SOUTH: RESIDENTIAL HOMES
GRADING REQUIREMENTS:DISTURBED AREAS WILL BE PROTECTED BY SILT FENCE, AND ROCK CHECK DAMS.
AREAS WILL BE STABILIZED WHEN GRADED TO PREVENT EROSION ON THE SITE.
EROSION & SEDIMENT A COMBINATION OF MEASURES WILL BE USED TO PROVIDE EROSION & SEDIMENT
CONTROL MEASURES:CONTROL, INCLUDING SILT FENCE AND SEEDING.
PROVIDE INLET PROTECTION AT ALL NEW AND EXISTING DRAINAGE STRUCTURES.
ANY OFF SITE BORROW OR SPOIL AREAS SHALL BE SUBJECT TO THE REQUIREMENTS
SET FORTH BY THE OHIO EPA. ALL EROSION AND SEDIMENT CONTROL MEASURES FOR
OFF-SITE AREAS NOT COVERED BY A SEPARATE NOI OR SWPPP SHALL BE
COORDINATED WITH THE OHIO EPA.
ALL TRENCH OR EXCAVATION GROUNDWATER CONTAINING SEDIMENT MUST BE
EFFECTIVELY TREATED PRIOR TO DISCHARGE INTO THE STORM SEWER SYSTEM.
USE ALL MEANS NECESSARY TO CONTROL DUST ON THE SITE AND PREVENT TRACKING
SOIL OFF SITE.
PERMANENT STABILIZATION:THE SITE WILL BE STABILIZED BY THE USE OF SEEDING OR SODDING IN LAWN AREAS.
MAINTENANCE:ALL EROSION CONTROL DEVICES ARE TO BE INSPECTED BY THE CONSTRUCTION
SUPERINTENDENT WEEKLY AND AFTER SIGNIFICANT RAINFALLS. ANY DAMAGED
FACILITIES ARE TO BE REPLACED OR REPAIRED IMMEDIATELY AS MAY BE NECESSARY.
GENERAL CONSTRUCTION (UNLESS NOTED OTHERWISE, ALL EROSION AND SEDIMENT CONTROL MEASURES
SEQUENCE:FROM THE BEGINNING OF EARTH DISTURBING ACTIVITIES TO FINAL COMPLETION OF
THE PROJECT ARE THE RESPONSIBILITY OF THE CONTRACTOR)
1.ESTABLISH CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT CONSTRUCTION
AREA.
2.CONSTRUCT TEMPORARY SEDIMENT CONTROLS AND PERIMETER EROSION
CONTROL MEASURES, INCLUDING SEDIMENT BASINS, TEMPORARY OUTLET
STRUCTURE, CONSTRUCTION ENTRANCE, AND SILT FENCE. MEASURES SHALL BE
IMPLEMENTED AS THE FIRST STEP OF GRADING AND WITHIN 7 DAYS OF FIRST
GRUBBING.
3.CLEAR AND GRUB
4.STRIP AND STOCKPILE TOPSOIL. SEED STOCKPILES. PROVIDE PERIMETER SILT
FENCE AT TOE OF STOCKPILE SLOPE.
5.PERFORM ROUGH GRADING AND EXCAVATION. STABILIZE AREAS AS INDICATED
HEREIN.
6.INSTALL STORM SEWERS, OUTLET STRUCTURE, AND INLET FILTERS.
7.COMPLETE ALL PAVEMENT ACTIVITIES.
8.COMPLETE FINE GRADING OF SEEDED AREAS AND STABILIZE DISTURBED AREAS.
9.ONCE FINAL SEED HAS BEEN ESTABLISHED, CONTRACTOR TO REMOVE
TEMPORARY EROSION CONTROL MEASURES AND CLEAN ALL SEDIMENT FROM
STRUCTURES AND PAVEMENT. SEDIMENT/WATER QUALITY BASIN SHALL BE
CLEANED OF ALL ACCUMULATED SEDIMENT AND RESTORED TO THE ORIGINAL
DESIGN CONTOURS SHOWN ON THESE PLANS.
10.PRIOR TO FINISHING WORK, ALL AREAS OF THE SITE DISTURBED BY
CONSTRUCTION ACTIVITY (INCLUDING, BUT NOT LIMITED TO MATERIAL STORAGE
AREAS, TRAILER AREAS, FUELING AREAS, TRUCK WASH AREAS, EQUIPMENT
PATHS, HAUL ROADS, ETC.) SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS,
OR IF IN AREAS OF PROPOSED IMPROVEMENTS, TO THEIR PROPOSED CONDITIONS.
ALL STONE, TRASH, AND DEBRIS SHALL BE REMOVED FROM THE SOIL. THE UPPER
12" OF SOIL SHALL BE SCARIFIED, AND AREA SHALL BE GRADED TO SUBGRADE
WITH SUITABLE MATERIALS. FURNISH 6" MINIMUM OF TOPSOIL AND SEED ALL
AREAS.
SCHEDULE:THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER.
SEDIMENTATION AND EROSION CONTROL FEATURES SHALL BE PLACED IN
ACCORDANCE WITH THIS SCHEDULE.
JURISDICTION:ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE SUBJECT TO FIELD
MODIFICATIONS AT THE DISCRETION OF THE CITY OF DUBLIN AND/OR THE OHIO EPA.
OEPA NOI:SUBMITTED, PENDING APPROVAL
RUNOFF COEFFICIENTS:PRE-DEVELOPED:C = 0.43
POST-DEVELOPED:C = 0.56
PRE-DEVELOPED IMPERVIOUS AREA:0.07 ACRES
POST-DEVELOPED IMPERVIOUS AREA:0.32 ACRES
TEMPORARY SEEDING
SEEDING DATES SPECIES LB/1,000 SF PER ACRE
MARCH 1 TO
AUGUST 15
OATS 3 4 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
AUGUST 16 TO
NOVEMBER 1
RY 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
WHEAT 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
NOVEMBER 1 TO
SPRING SEEDING USE MULCH ONLY, SODDING PRACTICES OR DORMANT SEEDING.
NOTE: OTHER APPROVED SEED SPECIES MAY BE SUBSTITUTED
PLAN DESIGNER
AMERICAN STRUCTUREPOINT, INC.
2550 CORPORATE EXCHANGE DR., STE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: bschilling@structurepoint.com
OWNER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
SITE CONTACT
NAME
TITLE
PHONE: (XXX) XXX-XXXX
EMAIL: EMAIL ADDRESS
TEMPORARY STABILIZATION
AREA REQUIRING TEMPORARY
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY DISTURBED AREA WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE AND NOT AT FINAL
GRADE
WITHIN 2 DAYS OF THE MOST RECENT DISTURBANCE IF
THE AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS
ANY DISTURBED AREAS THAT
WILL BE DORMANT FOR MORE
THAN 14 DAYS BUT LESS THAN
ONE YEAR, AND NOT WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE WITHIN THE AREA.
FOR RESIDENTIAL SUBDIVISIONS, DISTURBED AREAS
MUST BE STABILIZED AT LEAST SEVEN DAYS PRIOR TO
TRANSFER OF PERMIT COVERAGE FOR THE INDIVIDUAL
LOT(S).
DISTURBED AREAS THAT WILL BE
IDLE OVER WINTER PRIOR TO THE ONSET OF WINTER WEATHER
PERMANENT STABILIZATION
AREA REQUIRING PERMANENT
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY AREAS THAT WILL LIE
DORMANT FOR ONE YEAR OR
MORE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE
AN AREAS WITHIN 50 FEET OF A
SURFACE WATER OF THE STATE
AND AT FINAL GRADE
WITHIN TWO DAYS OF REACHING FINAL GRADE
OTHER AREAS AT FINAL GRADE WITHIN SEVEN DAYS OF REACHING FINAL GRADE IN
THAT AREA
cannot open53.2753.37 53.27 53.37
53.51
53.54
53.75
53.63
53.58
53.51
53.58
53.14
53.03
53.02
53.17
53.31
53.46
53.57
52.88
53.52
53.43
53.30
53.16
53.03
52.89 53.62
53.75
53.54
53.45
53.05
53.16
7.36'
10'
(
T
Y
P
)
6.68'10' (T
Y
P
)
Δ=089.18, CH=42.1
L=46.69, R=30.0 Δ=090.49, CH=42.6
L=47.38, R=30.0
53.91
53.8530'40'30'40'52.6552.65
14'13'N:770730.25
E: 1796114.98
N:770811.32
E: 1796091.01
1.56%1.55%1.57%1.56%53.71 53.77
1.56%1.56%0.33%0.27%53.740.06%0.07%
53.881.56%53.41
52.83
1.56%1.64%DUBLIN RD
53.42
53.421.79%1.88%94+0095+00
1.5
6
%
7.6
9
%
7.66
%
1.56
%1.56%1.44%1.56%
1.56%
52.91
52.91
52.89
53.39
53.02
53.02
53.03
53.53
52.90
53.40
52.92
52.92
53.04
53.04
53.06
53.56
53.46 LIU COURT1"16"16"DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
91+00 0+000+3648.42
48.45
47.91
47.96 ME
45.36
45.39
47.12
47.18 ME47.51 ME
46.98
48.51
48.70 47.25 45.64
45.4347.05
1.71%1.69%1.67%1.67%1.69%1.71%3.61%5.49%6.17%
3.69%2.80%
101
12" STM
100
N:770425.49
E: 1796176.53
N:770375.60
E: 1796192.81
48.18 46.26
Δ=070.55, CH=16.2
L=17.24, R=14.0
Δ=084.23, CH=18.8
L=20.58, R=14.0
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
SCALE: H:1"=10', V:1"=5'
STORM SEWER PROFILE 100-101
830
840
850
860
830
840
850
860
844.43846.81847.77843.77846.92847.98-0+250+000+75 STA: 0+5912" INV (S): 845.75101
COC AA-S168N: 770424.19E: 1796174.0759' ~ 12" STM @ 3.35%STA: 0+0012" INV (N): 843.77100
COC AA-S168N: 770367.05E: 1796188.87EX GRADE
EX GRADE PROP GRADE
PROP GRADE
+3.61%
SCALE: H:1"=10', V:1"=5'
7118 DUBLIN RD DRIVEWAY PROFILE
830
840
850
860
830
840
850
860
847.24847.25847.25847.29-0+25 0+00 0+50
EX GRADE
℄
DUBLIN RD CENTERLINE
STA=0+01.30
ELEV = 847.23
PROP EDGE OF PAVEMENT
STA=0+16.12
ELEV = 846.92
R/W
STA=0+31.30
ELEV = 847.51
-1.69%
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 4:02 PM EDITED BY: DANUGERAH DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 INT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
24/24INTERSECTION &DRIVEWAY DETAILSGRADING LEGEND
FFE=110.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
MATCH EXISTING ELEVATION
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
SLOPE ARROW
10.00
100.00 TC
10.00 HP
10.00 ME
10.50
10.00
X.XX%
HORZ 1"=10'0 10 20
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AECP900TBM1
CP947
CP9950
PROJECT LIMITS
2.37 AC TRIB
TO MH 8
1.41 AC TRIB
TO MH 2
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS CREW:
PIPE OUTLETS @ PT. 1695)
EXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
INV:843.75
18"
R
C
P
12" RCP12" CPPTOP=853.62' (3' LID)
24" RCP
INV:840.88
EX SAN MH 2789 TOP=840.90'
INV. 36" NE/S=819.90'
EX SAN MH 2772 TOP=836.17'
INV. 36" RCP N/S=819.42'
3.84 AC TRIB
TO MH 38
1
7
TOTAL TRIBUTARY
AREA: 12.36 AC
LIU
COURTEX SAN (77-003-CIP)EX SAN (77-003-CIP)OPEN SPACE A
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.78 ACRES
SCIOTO RIVEREX SAN MH 2788
6
2
3
9
1.61 AC TRIB
TO MH 6
1.64 AC TRIB
TO MH 9
1.50 AC TRIB
TO EX MH 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
INDEX AND TRIBUTARY AREA MAP
SHEET INDEX
1 - TITLE SHEET
2 - GENERAL NOTES
3 - PLAN & PROFILE
4 - SANITARY DETAILS
Ohio Utilities Protection Service
Call 811before you dig
SANITARY SEWER PLANS
FOR
LIU COURT
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
TITLE SHEET1/4
STANDARD CONSTRUCTION DRAWINGS
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON THESE
PLANS SHALL BE CONSIDERED A PART THEREOF.
CITY OF DUBLIN
(2020 EDITION)
CITY OF COLUMBUS
SA-01
SA-02
SA-03
SA-04
AA-S102
AA-S106
AA-S107
AA-S110
AA-S117
AA-S119
AA-S149
AA-S150
AA-S161
AA-S162
APPROVED:
CITY OF DUBLIN:
SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE
AND GENERAL LOCATION OF THE PROJECT AND DOES NOT CONSTITUTE
ASSURANCE TO OPERATE AS INTENDED. ALL TECHNICAL DETAILS REMAIN THE
RESPONSIBILITY OF THE PROFESSIONAL CIVIL ENGINEER PREPARING THE PLANS.
REGISTERED ENGINEER E-86125 DATE
DIRECTOR OF ENGINEERING/CITY ENGINEER
CITY OF DUBLIN, OHIO
PAUL A. HAMMERSMITH, P.E.
DATE
CITY OF COLUMBUS:
APPROVAL ON THE PART OF THE CITY OF COLUMBUS IS GIVEN PURSUANT TO THE
PROVISIONS OF THE SEWER (AND/OR WATER) SERVICE AGREEMENT BETWEEN THE CITY OF
DUBLIN, OHIO, DATED APRIL 13, 1993.
DATE
DIRECTOR, DEPARTMENT OF PUBLIC UTILITIES
CITY OF COLUMBUS, OHIO
DATE
ADMINISTRATOR, DIVISION OF SEWERAGE & DRAINAGE
CITY OF COLUMBUS, OHIO
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVERJOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690.TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
HORZ 1"=100'0 100 200
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
ARCHITECT
BASS STUDIO ARCHITECTS
36 KING AVENUE
COLUMBUS, OHIO 43201
CONTACT: TIMOTHY A. BASS, AIA, LEED AP
PHONE: (614) 294-4893
EMAIL: WWW.BASSSTUDIOARCHITECTS.COM
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03 PROFE
SSIONA L E N G INEERR
E
GIS T E R E DSTATE OF O
H
IOE-86125
MATTHEW
LILIE
J.
07/17/2025
GENERAL NOTES2/4
GENERAL NOTES
1.CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND
MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO
(HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL
CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN
SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY
THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS
UNLESS OTHERWISE NOTED.
2.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,
TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE
CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR
FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT
DOCUMENTS.
3.THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES
OF INTENT (NOI), BUILDING PERMITS, ETC.
4.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN
WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,
STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE
PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE
ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146.
6.FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE
REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF
ENGINEERING THAT DOCUMENTS "AS_BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND
ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE
PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE
CONSTRUCTIONS DRAWINGS.
7.THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT_OF_WAY
AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS,
UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,
REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.
IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN
OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
9.NON_RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR
HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER
CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR
WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE
GRADES AND CROSS_SECTIONS THAT EXISTED BEFORE CONSTRUCTION.
11.TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR
COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION
97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED
UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR
FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT
TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
12.DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR
FLOODPLAIN) IS NOT PERMITTED.
13.ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN
RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR
REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
14.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR
REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE
CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
15.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF
MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE
SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF
COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT
BE APPROVED FOR INSTALLATION.
16.BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES,
ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.)
SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS OR FLOWABLE CDF, TYPE II ACCORDING TO ITEM 613. ITEM 911 OF THE
STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
17.THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS
AND A LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY
OF COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING
CONSTRUCTION.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISION
CITY OF COLUMBUS
1800 EAST 17TH AVENUE
COLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERING
CITY OF DUBLIN
6555 SHIER RINGS ROAD
DUBLIN, OHIO 43016
18.ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE
APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING
HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE
PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING
HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
19.ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR
REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH
VISIBILITY FENCING PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 - INCHES
OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED WITH FENCING
PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT
INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE
REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING.
20.CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT,
UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER. USE OF PNEUMATIC AIR RAM
DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING
STREETS MUST BE OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING
BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING PAVEMENT
BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE II) SHALL BE USED IN PLACE OF
COMPACTED GRANULAR BACKFILL, ACCORDING TO ITEM 613 OF THE STANDARD
SPECIFICATIONS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE
RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL
ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO
THE CITY.
22.PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING
PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. PAVEMENT REPLACEMENT SHALL BE
CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND
APPLICABLE CITY OF DUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS,
HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT, ETC. SHALL BE
PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWINGS.
23.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED
ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM
ANY BROKEN BRANCHES AS NEEDED.
24.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN
APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.
25.ALL INLETS SHALL BE CHANNELIZED.
26.PARK AREAS SHALL BE FINE_GRADED AND SEEDED WITH THE FOLLOWING MIXTURE:
IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
GERMINATION RATE: 85%
APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS
AND RECREATION, CITY OF DUBLIN, OHIO.
27.TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST
ANCHOR BASE INSTALLATION AND MEET ALL REQUIREMENTS OF ODOT TC-41.20 AND
APPLICABLE CITY OF DUBLIN SPECIFICATIONS.
28. STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING
COLORED IN WHITE DISPLAYED OVER A BROWN BACKGROUND. SIGN TUBING SHALL BE
BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE
INSTALLATION REQUIREMENTS OF ODOT TC-41.20.
UTILITIES
1.THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS
PROJECT:
AEP OHIO - ELECTRIC
BREEZELINE - TELECOM
COLUMBIA GAS OF OH-COLUMBUS - GAS
DUBLIN SEWER - SANITARY SEWER
DUBLIN WATER - WATER MAIN
DUBLIN DIVISION OF ENGINEERING - STORMWATER
AT&T - TELECOM
CHARTER COMM - TELECOM
2.THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES
PROTECTION SERVICE (TELEPHONE NUMBER 800_362_2764), PRODUCER'S UNDERGROUND
PROTECTION SERVICE (TELEPHONE NUMBER 614_587_0486), AND TO OWNERS OF
UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND
PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START
OF CONSTRUCTION.
3.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE
CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS
AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY
OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR
OF THE SAME AND FOR ANY RESULTING CONTINGENT DAMAGE.
4.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND THE CITY ENGINEER.
6.PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF
DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
1.TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR ACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(OMUTCD), CURRENT EDITION.
2.ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00
AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE
CITY ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM
ONE_LANE TWO_WAY TRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE
FLAGMEN DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENT WHENEVER ONE_LANE,
TWO_WAY TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS
DIRECTED BY THE CITY ENGINEER.
3.IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER
PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED,
OFF_DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
4.STEADY_BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND
SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT.
5.ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING
RESIDENTS OR BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT FOR MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY
VEHICLES. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE
PROPOSED MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFIC CONTROL PLAN MUST
INCORPORATE ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC
CONTROL PLAN PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
1.THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT
(NOI) TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO
OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE
UNDER THE OHIO EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE
NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY
BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE
MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL
SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER.
AN INDIVIDUAL NPDES STORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE
CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
2.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM
WATER RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW,
AND STORM SEWERS.
3.ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT
LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND
TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
4.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES
CONSISTENT WITH EROSION CONTROL PRACTICES.
5.DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE
SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER
SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE
GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION
BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
1.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE
DEPARTMENT PRIOR TO BLASTING FOR ROCK EXCAVATION. THE CONTRACTOR SHALL
SUBMIT BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE
OWNER, AND THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON
"AS_BUILT" CONSTRUCTION DRAWINGS.
SANITARY SEWERS
1.CONNECTIONS TO THE SANITARY SEWER WILL BE PERMITTED UPON RECEIVING AN OEPA
PERMIT TO INSTALL (PTI), AND UPON RECEIVING A SATISFACTORY LETTER FROM THE
DESIGN ENGINEER STATING THAT THE PROJECT HAS BEEN CONSTRUCTED AS PER THE
PLANS, AND ALL OF THE CONDITIONS OF THE PTI HAVE BEEN MET. THE DEVELOPER IS
RESPONSIBLE FOR OBTAINING ALL REQUIRED OHIO EPA APPROVALS AND PAYING REVIEW
FEES.
2.SANITARY SEWAGE COLLECTION SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE RULES, REGULATIONS, STANDARDS AND SPECIFICATIONS OF THE CITY OF DUBLIN, OHIO
EPA, OHIO DEPARTMENT OF HEALTH AND THE CURRENT EDITION OF THE GREAT
LAKES-UPPER MISSISSIPPI RIVER BOARD (TEN STATES) - RECOMMENDED STANDARDS FOR
WASTEWATER FACILITIES.
3.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPE WITH DIAMETERS 8 INCHES TO 10
INCHES SHALL BE PVC SEWER PIPE ASTM D3034, SDR 35. PIPE FOR 6 INCH DIAMETER HOUSE
SERVICE LINES SHALL BE PVC PIPE ASTM D3034, SDR 35. PVC PIPE SHALL NOT BE USED AT
DEPTHS GREATER THAN 28 FEET. PIPE MATERIALS AND RELATED STRUCTURES SHALL BE
SHOP TESTED IN ACCORDANCE WITH CITY OF COLUMBUS CONSTRUCTION INSPECTION
DIVISION QUALITY CONTROL REQUIREMENTS.
4.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPES WITH DIAMETERS 12 INCHES TO
30 INCHES SHALL BE PVC SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM
F2736. SANITARY SEWER PIPES WITH DIAMETERS 30 INCHES TO 60 INCHES SHALL BE PVC
SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM F2764.
5.ALL IN_LINE WYE AND TEE CONNECTIONS IN CONCRETE SEWERS, 18-INCH DIAMETER AND
LARGER, SHALL BE EITHER KOR_N_TEE OR KOR_N_SEAL CONNECTIONS CONFORMING TO
THE MANUFACTURER'S RECOMMENDATIONS.
6.GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912
OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO
ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
7.ALL MANHOLE LIDS SHALL BE PROVIDED WITH CONTINUOUS SELF_SEALING GASKETS. THE
APPROVED CONSTRUCTION DRAWINGS SHALL SHOW WHERE BOLT_DOWN LIDS ARE
REQUIRED. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE OR AS APPROVED
BY THE CITY ENGINEER AND CONFORM TO THE CITY OF DUBLIN SANITARY MANHOLE
STANDARD DRAWING. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO.
8.ALL PVC SEWER PIPES SHALL BE DEFLECTION TESTED NO LESS THAN 60 DAYS AFTER
COMPLETION OF BACKFILLING OPERATIONS. ALL OTHER REQUIREMENTS SHALL BE
ACCORDING TO ITEM 901.21 OF THE STANDARD SPECIFICATIONS.
9.TEMPORARY BULKHEADS SHALL BE PLACED IN PIPES AT LOCATIONS SHOWN ON THE
APPROVED CONSTRUCTION DRAWINGS AND SHALL REMAIN IN PLACE UNTIL THE PERMIT TO
INSTALL (PTI) HAS BEEN ISSUED BY THE OEPA AND THE SEWERS HAVE BEEN APPROVED
FOR USE BY THE CITY ENGINEER. THE COST FOR FURNISHING, INSTALLING, MAINTAINING,
AND REMOVING BULKHEADS SHALL BE INCLUDED IN THE CONTRACT UNIT BID PRICE FOR
THE VARIOUS SANITARY SEWER ITEMS.
10.ALL SANITARY SEWERS INCLUDING SANITARY SEWER SERVICE LINES SHALL BE SUBJECTED
TO AND PASS INFILTRATION OR EXFILTRATION TESTS ACCORDING TO ITEM 901 OF THE
STANDARD SPECIFICATIONS AND MUST BE APPROVED FOR USE BY THE CITY ENGINEER
BEFORE ANY SERVICE CONNECTIONS ARE TAPPED INTO SEWERS.
11.FOR SANITARY SEWER INFILTRATION, LEAKAGE THROUGH JOINTS SHALL NOT EXCEED 100
GALLONS PER INCH OF TRIBUTARY SEWER DIAMETER PER 24 HOURS PER MILE OF LENGTH
OR THE COMPUTED EQUIVALENT. ALL SANITARY SEWERS SHALL BE TESTED.
12.AT THE DETERMINATION OF THE CITY ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO
PERFORM A TV INSPECTION OF THE SANITARY SEWER SYSTEM PRIOR TO FINAL
ACCEPTANCE BY THE CITY. THIS WORK SHALL BE COMPLETED BY THE CONTRACTOR AT HIS
EXPENSE.
13.VISIBLE LEAKS OR OTHER DEFECTS OBSERVED OR DISCOVERED DURING TV INSPECTION
SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.
14.ROOF DRAINS, FOUNDATION DRAINS, FIELD TILE OR OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE STRICTLY PROHIBITED ACCORDING TO SECTION
51.23 OF THE DUBLIN CODE OF ORDINANCES.
15.ALL WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY AND 18 INCHES
VERTICALLY, FROM SANITARY SEWERS AND STORM SEWERS, TO THE GREATEST EXTENT
PRACTICABLE. WHERE SANITARY SEWERS CROSS WATER MAINS OR OTHER SEWERS OR
OTHER UTILITIES, TRENCH BACKFILL SHALL BE PLACED BETWEEN THE PIPES CROSSING AND
SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS. IN THE EVENT THAT A WATER LINE MUST CROSS WITHIN 18 INCHES OF A
SANITARY SEWER, THE SANITARY SEWER SHALL BE CONCRETE ENCASED OR CONSIST OF
DUCTILE IRON PIPE MATERIAL.
16.SERVICE RISERS SHALL BE INSTALLED WHERE THE DEPTH FROM WYES TO PROPOSED
GROUND ELEVATION EXCEEDS 10 FEET. TOPS OF RISERS SHALL BE NO LESS THAN 9 FEET
BELOW PROPOSED GROUND ELEVATION IF BASEMENT SERVICE IS INTENDED.
17.WHERE SERVICE RISERS ARE NOT INSTALLED, A MINIMUM 5_FOOT LENGTH OF SANITARY
SEWER SERVICE PIPE OF THE SAME SIZE AS THE WYE OPENING SHALL BE INSTALLED.
18.THE CONTRACTOR SHALL FURNISH AND PLACE, AS DIRECTED, APPROVED WYE POLES MADE
OF 2 INCHES X 2 INCHES LUMBER AT ALL WYE LOCATIONS, ENDS OF EXTENDED SERVICES,
OR AT THE END OF EACH RISER WHERE RISERS ARE REQUIRED. WYE POLES SHALL BE
VISIBLE BEFORE ACCEPTANCE BY THE CITY. THE COST OF THESE POLES SHALL BE
INCLUDED IN THE CONTRACT UNIT PRICE FOR THE VARIOUS SEWER ITEMS.
19.EXISTING SANITARY SEWER FLOWS SHALL BE MAINTAINED AT ALL TIMES. COSTS FOR
PUMPING AND BYPASSING SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE BID FOR
THE RELATED ITEMS.
20.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT, AND LABOR TO MAKE
CONNECTIONS TO EXISTING MANHOLES. THE SEWER PIPE TO MANHOLE CONNECTIONS FOR
ALL SANITARY SEWERS SHALL BE FLEXIBLE AND WATERTIGHT. ALL HOLES SHALL BE
NEATLY CORED. THE SEWER PIPE BARREL AT THE SPRINGLINE SHALL NOT EXTEND MORE
THAN 1 INCH BEYOND THE INSIDE FACE OF THE MANHOLE. TO MAINTAIN FLEXIBILITY IN THE
CONNECTION, A 1_INCH SPACE SHALL BE LEFT BETWEEN THE END OF THE PIPE INSIDE THE
MANHOLE AND THE CONCRETE CHANNEL; THIS SPACE SHALL BE FILLED WITH A
WATERPROOF FLEXIBLE JOINT FILLER. ANY METAL THAT IS USED SHALL BE TYPE 300
SERIES STAINLESS STEEL. THE CONNECTION MAY BE ANY OF THE FOLLOWING TYPES:
A.RUBBER SLEEVE WITH STAINLESS STEEL BANDING.
1)KOR_N_SEAL AS MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC.
2)LOCK JOINT FLEXIBLE MANHOLE SLEEVE AS MANUFACTURED BY INTERPACE
CORPORATION.
3)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
B.RUBBER GASKET COMPRESSION.
1)PRESS WEDGE II AS MANUFACTURED BY PRESS_SEAL GASKET CORPORATION.
2)DURA SEAL III AS MANUFACTURED BY DURA TECH, INC.
3)LINK_SEAL AS MANUFACTURED BY THUNDERLINE CORPORATION.
4)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
THE COST FOR THIS WORK ALONG WITH A NEW CHANNELIZED BASE FOR THE MANHOLE
SHALL BE INCLUDED IN THE UNIT BID PRICE FOR THE RELATED ITEMS OF WORK.
WATER LINE 1-17 DELETED
STORM SEWER 1-11 DELETED
MAIL DELIVERY
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN
THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS
RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION
THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE
RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION.
ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US
POSTAL SERVICE AND THE HOMEOWNER.
2.BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S.
POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE
POSTAL SERVICE.
USE OF FIRE HYDRANTS
1.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE
DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIRE HYDRANTS
WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF
DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS.
THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED FROM DUBLIN AND
COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS
SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
2.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM
THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATING THAT THE
CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS
PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690.TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
ELEC. RISER
OUTLET
TOP=828.93'
INV. 12" SPP=
8
2
7
.
3
8
'
(ACCORDING
T
O
G
R
O
U
N
D
S
CREW: PIPE O
U
T
L
E
T
S
@
P
T
.
1
6
9
5
)
TOP=836.17'
INV. 36" RCP
N
/
S
=
8
1
9
.
4
2
'
(77-003-CIP)
EX BLDG
WV
WV
24"
STM
12" STM
1
8
"
STM
0+00
1+00 2+003
+
0
0
3
+
3
7
CONNECT PROP
SANITARY TO EX
MANHOLE
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
LI
U
C
O
U
R
T
20' SAN EASE
M
E
N
T14+0015+001
6
+
0
0
16
+
1
8
1EX 36" SAN(77-003-CIP)8" SAN
12" STM
12" STM 12" STM2
3
8" SAN8
"
S
A
N
20' SAN EASEMENT6" SAN @2.08% MIN,
CONNECT TO
EXISTING SANITARY
SERVICE
2772
LOT 6
PAD=842.00
LOT 5
PAD=837.00
REAR=827.00
LOT 4
FFE=832
CONTRACTOR
TO ABANDON EX
SANITARY
SERVICE
7192 A
T
&
T
WV
TOP=840.90'
INV. 36" NE/S=819.90'
8" SAN
2+03
0+00
1+00
2+008
7
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
6" SAN @2.08%
MIN (TYP ALL
SERVICES)58'28'LIU COURT
11+00
12+00
1
3
+
0
0EX 36" SAN(77-003-CIP)LOT 2
PAD=852.00
REAR=842.00
LOT 3
PAD=847.00
REAR=837.00EX 36" SAN
(77-003-CIP)
8" WATER MAIN
20' SAN
EASEMENT
6 2789
6" SAN @2.08%
MIN (TYP ALL
SERVICES)12" STM1
2
"
S
TMDUBLIN ROAD20'9
0+0
0
0+7
2
LOT 1
PAD=852.50
LOT 7
40,531
S
F
0.93 A
C
PAD=8
5
2
.
5
0
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
SCALE: H:1"=30', V:1"=10'
SANITARY SEWER PROFILE SAN 6-8
800
810
820
830
840
850
860
870
800
810
820
830
840
850
860
870
SCALE: H:1"=30', V:1"=10'
SANITARY SEWER PROFILE SAN 7-9
800
810
820
830
840
850
860
870
800
810
820
830
840
850
860
870
EXISTING GRADE
840.53841.00840.86840.76841.59842.71843.89844.70845.60-0+300+001+002+002+20
8
T.C. 852.25COC AA-S102DUBLIN SA-01 (48")N: 770823.37E: 1796144.86STA: 2+038" INV (E): 837.007
T.C. 848.19COC AA-S102DUBLIN SA-01 (48")N: 770861.69E: 1796280.95STA: 0+628" INV (W): 836.378" INV (N): 836.278" INV (E): 836.37141' ~ 8" SAN @ 0.45%
EX 36" SAN
8" INSIDE DROP
(PER COC AA-S110)STA: 0+158" INV (S): 836.068" INV (E): 835.96STA:0+008" INV (W):835.8936" INV (NE):819.9036" INV (S):819.906
T.C. 850.52COC AA-S102DUBLIN SA-01 (48")N: 770908.16E: 1796283.412789
TC 850.03ODOT MH-3N: 770911.23E: 1796298.10EXISTING GRADE
840.42839.67838.88-0+15 0+00 0+85STA: 0+008" INV (W): 836.378" INV (N): 836.278" INV (E): 836.37STA: 0+728" INV (W): 836.699
T.C. 846.06COC AA-S102DUBLIN SA-01 (48")N: 770850.96E: 1796352.257
T.C. 848.19COC AA-S102DUBLIN SA-01 (48")N: 770861.69E: 1796280.9572' ~ 8" SAN
@ 0.45%
47' ~ 8" SAN
@ 0.45%
15' ~ 8" SAN
@ 0.47%
EX 36" SAN*
WATER SERVICE 4' MIN COVER &
18" MIN CLEARANCE FROM SAN
*
SCALE: H:1"=30', V:1"=10'
SANITARY SEWER PROFILE SAN 1-3
800
810
820
830
840
850
860
800
810
820
830
840
850
860
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
1
T.C. 834.26COC AA-S102DUBLIN SA-01 (48")N: 770495.74E: 1796588.55STA: 2+008" INV (W): 823.098" INV (N): 823.19836.37836.02835.44835.20834.29832.31830.87829.10827.22825.55826.29826.95827.91829.78832.96833.33833.26834.24834.94834.75834.69833.03833.38-0+15 0+00 1+00 2+00 3+00 3+70STA:0+008" INV (E):822.2036" INV (S):819.4236" INV (N):819.422772
TC 836.37EX MANHOLEN: 770444.06E: 1796395.80200' ~ 8" SAN @ 0.45%STA: 2+918" INV (S): 823.608" INV (NW): 823.702
T.C. 834.11COC AA-S102DUBLIN SA-01 (48")N: 770584.36E: 1796612.19STA: 3+378" INV (SE): 823.913
T.C. 834.10COC AA-S102DUBLIN SA-01 (48")N: 770613.65E: 1796576.8846' ~ 8" SAN
@ 0.45%
92' ~ 8" SAN @ 0.45%
24" STM
*
WATER SERVICE 4' MIN
COVER & 18" MIN
CLEARANCE FROM SAN
#
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:56 PM EDITED BY: MLILIE DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
SITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY
CURB AND GUTTER
SIGN
UTILITY LEGEND
SANITARY GRAVITY
SANITARY SERVICE
WATER
STORM SEWER
CATCH BASIN
HEADWALL
SANITARY MANHOLE
FIRE HYDRANT
WATER VALVEWV
VERT 1"=10'
HORZ 1"=30'
0
0
10
30
20
60
NOTE:
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS
AND INVERTS PRIOR TO START OF CONSTRUCTION.
LONG SERVICES ARE TO HAVE AT LEAST 2' OF RISER ON HOUSE
SIDE OF STREET IN ACCORDANCE WITH CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWING SA-03. BACKWATER VALVES
SHALL BE INSTALLED ON SANITARY SERVICES WITH LESS THAN 2'
RISER.
TAPS INTO EXISTING SEWER SYSTEMS ARE TO BE CORE DRILLED
AND INSPECTED BY THE CITY OF DUBLIN.
END OF SANITARY STUBS SHALL BE MARKED WITH 4"X4" POST.
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A MINIMUM 2.5'
CLEARANCE BETWEEN THE 6" SANITARY SEWER SERVICES AND
ALL UTILITY CROSSINGS WHILE MAINTAINING A MINIMUM 2.08%
GRADE FOR THE SANITARY SERVICES. CONSTRUCT THE TYPICAL
ANTI-INFILTRATION & INFLOW BARRIER FOR ALL CROSSINGS OF
SANITARY SEWERS AND WATER MAINS AND STORM SEWERS; SEE
DETAIL SHOWN ON SHEET 4
PROPOSED NON-SANITARY SITE IMPROVEMENTS ARE SHOWN FOR
REFERENCE ONLY. PLEASE REFER TO THE 7192 DUBLIN RD
PRIVATE ON-SITE AND PUBLIC ROAD WIDENING PLANS.
PROFILE NOTES:
*COMPACTED BACKFILL, ITEM 911
**COMPACTED GRANULAR BACKFILL, ITEM 912
#SEE ANTI INFILTRATION AND INFLOW BARRIER DETAIL,
SHEET 4
1
3/4
STM
PLAN & PROFILE
SANITARY SEWER STRUCTURE TABLE
STR.
NO
1
2
3
6
7
8
9
2772
2789
STRUCTURE TYPE
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
EX MANHOLE
ODOT MH-3
TOP OF CASTING
834.26
834.11
834.10
850.52
848.19
852.25
846.06
836.37
850.03
NORTHING
770495.74
770584.36
770613.65
770908.16
770861.69
770823.37
770850.96
770444.06
770911.23
EASTING
1796588.55
1796612.19
1796576.88
1796283.41
1796280.95
1796144.86
1796352.25
1796395.80
1796298.10
AS-BUILT
NORTHING
AS-BUILT
EASTING
SANITARY PIPE DATA TABLE
START STRUCTURE
2789
9
8
7
6
3
2
1
END STRUCTURE
7
7
6
2789
2
1
2772
LENGTH
3
72
141
47
15
46
92
200
BEARING
S11° 48' 43.64"E
N81° 26' 27.13"W
N74° 16' 27.44"E
N03° 01' 50.25"E
N78° 11' 16.36"E
S50° 18' 58.07"E
S14° 56' 00.96"W
S74° 59' 27.37"W
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:56 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
4/4
ANTI-INFILTRATION AND INFLOW BARRIER
NOT TO SCALE
66 105
24 48
4421
MATERIAL
1' BEDDING
1' MIN.
BELL HOLESUBGRADE
Wn/2
D
Wn/2
1'
27 52
1'
WD
12
15
18
32
36
40
8
*
6
10
30
*
n
30
30
FLEXIBLE SEWER PIPE
* INCHES
WD
80
72
64
48
42
36
52
48
n
56
*
27
24
*
30
12 32
21
18
15
44
40
36
10
8
6
30
27
24
D
*
W
*
n
7142
48
54
60
78
87
96
36
30
33
64
57
61
13690
96
102
108
143
151
160
84
78
72
130
123
116
D
*
W
*
n D
*
W
*
n
COMPACTED CLAY PER ITEM
203, STARTING AT 1' ABOVE
SANITARY SEWER. 1' THICK
BETWEEN STORM AND
SANITARY SEWER LINES
STORM SEWER
BEDDING 4" MIN.
SEE STD DWG AA-S151
FOR BEDDING MATERIAL
REQUIREMENTS
(RIGID SEWER)
4" BEDDING
MATERIAL
FOR BEDDING MATERIAL
REQUIREMENTS
SEE STD DWG AA-S149
(FLEXIBLE SEWER)
TYPE "A" - FOR CLEARANCES 28" AND GREATER
MATERIAL
1' BEDDING
BELL HOLESUBGRADE
Wn/2
D
Wn/2 BENTOFIX THERMAL
LOCK GEOSYNTHETIC
CLAY LINER (GCL) OR
APPROVED EQUAL
STORM SEWER
BEDDING
4" MIN.
SEE STD DWG AA-S151
FOR BEDDING MATERIAL
REQUIREMENTS
(RIGID SEWER)
4" BEDDING
MATERIAL
FOR BEDDING MATERIAL
REQUIREMENTS
SEE STD DWG AA-S149
(FLEXIBLE SEWER)
TYPE "B" - FOR CLEARANCES LESS THAN 28"
FLEXIBLE SEWER PIPE RIGID SEWER PIPE
FLEXIBLE SEWER PIPE RIGID SEWER PIPE
RIGID SEWER PIPE
* INCHES
PROP. STORM & WATER MAIN
PROP. STM & WATER MAIN
NOTES:
1.THIS DETAIL IS REQUIRED AT ALL SANITARY SEWER AND WATER
MAIN CROSSINGS. IF IT IS DISTURBED DURING THE CONSTRUCTION
OF THE STORM SEWER OR WATER MAIN IT MUST BE RESTORED TO
THE REQUIREMENTS OF THE DETAIL. THIS DETAIL IS NOT BEING
USED TO MITIGATE CROSSINGS WHERE THERE IS LESS THAT 18" OF
VERTICAL DISTANCE FROM OUTSIDE TO OUTSIDE OF PIPES.
A SANITARY DETAILSESTIMATE OF QUANTITIES
THESE QUANTITIES HAVE BEEN PROVIDED ONLY AS AN ESTIMATE TO THE SCOPE OF THE WORK. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE TO EVALUATE THE COMPLETE PROJECT AS DETAILED IN THE NOTES, PLANS, AND SPECIFICATIONS AND
PROCEDURES NECESSARY FOR THE COMPLETION OF THE PLAN IMPROVEMENTS AND SUBMIT HIS TOTAL PROJECT COST
ACCORDINGLY.
ITEM QUANTITY UNIT DESCRIPTION
SANITARY
604 7 EACH PRECAST CONCRETE MANHOLE TYPE "C" (AA-S102) W/ CITY OF DUBLIN LID (ST-02)
901 613 LF 8" PVC SANITARY SEWER PIPE, OR APPROVED EQUAL
914 12 LF 6" PVC DIA. PIPE RISER
915 7 EACH 8" X 6" WYE FITTING
918 289 LF 6" DIAMETER PIPE, SANITARY HOUSE SERVICE CONNECTION
CALCULATED BY: DA DATE: 03/15/2022 CHECKED BY: MJL 07/16/2025
5200 Emerald Parkway
Dublin, Ohio 43017
Community Planning and Development
Sustainable | Connected | Resilient 614.410.4600
dublinohiousa.gov
RECORD OF ACTION
Planning and Zoning Commission
Thursday, October 23, 2025 | 6:30 p.m.
The Planning and Zoning Commission took the following action at this meeting:
1. Liu Court
24-128PP Preliminary Plat
Proposal: Request for review and recommendation of approval of a Preliminary
Plat for a seven-lot residential subdivision. The 12.79-acre site is
zoned R-1, Restricted Suburban Residential District.
Location: 7192 Dublin Road
Planning Contact: Tammy Noble, Senior Planner
Contact Information: 614.410.4649, tnoble@dublin.oh.us
Case Information: www.dublinohiousa.gov/pzc/24-128
MOTION: Mr. Way moved, Ms. Harter seconded recommendation to City Council of approval of the
Preliminary Plat.
VOTE: 4-3
RESULT: The Preliminary Plat was approved.
RECORDED VOTES:
Rebecca Call Yes
Kim Way Yes
Kathy Harter Yes
Jamey Chinnock No
Gary Alexander No
Jason Deschler No
Dan Garvin Yes
STAFF CERTIFICATION
Tammy Noble
Senior Planner
5200 Emerald Parkway
Dublin, Ohio 43017
Community Planning and Development
Sustainable | Connected | Resilient 614.410.4600
dublinohiousa.gov
RECORD OF ACTION
Planning and Zoning Commission
Thursday, October 23, 2025 | 6:30 p.m.
The Planning and Zoning Commission took the following action at this meeting:
2. Liu Court
25-026FP Final Plat
Proposal: Request for review and recommendation of approval of a Final Plat for
a seven-lot residential subdivision. The 12.79 acre site is zoned R-1,
Restricted Suburban Residential District.
Location: 7192 Dublin Road
Planning Contact: Tammy Noble, Senior Planner
Contact Information: 614.410.4649, tnoble@dublin.oh.us
Case Information: www.dublinohiousa.gov/pzc/25-026
MOTION: Mr. Way moved, Ms. Harter seconded recommendation to City Council of approval of the
Final Plat with the following conditions:
1) The applicant adds evergreen trees within the landscape easement, subject to staff review and
approval, as part of the Final Plat at City Council.
2) The applicant continues to work with Engineering on the final location and design of the Shared
Use Path along Dublin Road, including the easement width necessary for the path maintenance
and/or construction, prior to approval of the Final Plat at City Council.
3) The location of the driveway on Lot 1 is restricted to the most eastern location allowable based
on setbacks, subject to staff approval.
4) The location of the driveway on Lot 7 is restricted to line up with the driveway on Lot 1 or
located further to the east, subject to staff approval.
5) The applicant continues to work with the Engineering Division to resolve all comments provided
on the plans and make any adjustments to the plat with the submission of the Final Plat at City
Council.
VOTE: 4-3
RESULT: The Final Plat was approved.
5200 Emerald Parkway
Dublin, Ohio 43017
Community Planning and Development
Sustainable | Connected | Resilient 614.410.4600
dublinohiousa.gov
RECORDED VOTES:
Rebecca Call Yes
Kim Way Yes
Kathy Harter Yes
Jamey Chinnock No
Gary Alexander No
Jason Deschler No
Dan Garvin Yes
STAFF CERTIFICATION
Tammy Noble
Senior Planner
Planning and Zoning Commission
Meeting Minutes – October 23, 2025
Page 6 of 11
At 8:17 p.m., with no objection from the Commission, Ms. Call called for a 7-minute recess with all
members returning to the dais at 8:22 p.m.
Ms. Call noted that as the following two cases pertain to the same project and property, they will
be considered together this evening. Separate actions will be taken for each case.
Case #24-128PP and #25-026FP
Liu Court – Preliminary Plat and Final Plat
Request for review and recommendation of approval of a Preliminary Plat and a Final
Plat for a seven-lot residential subdivision. The 12.79-acre site is zoned R-1, Restricted
Suburban Residential District and is located at 7192 Dublin Road.
Applicant Presentation
Ben Schilling, American Structurepoint, 2550 Corporate Exchange Dive, Columbus, presented on
behalf of the property owner, thanking the commission and staff for their feedback since April. The
team had worked closely with staff to address all conditions from the preliminary plat approval. He
stated the proposed layout remained consistent with the property's zoning and subdivision
regulations.
Staff Presentation
Ms. Noble presented the staff report for both applications. This 12-acre site zoned R-1 (Restricted
Suburban Residential) is located on the east side of Dublin Road south of Browning Court. The
proposal maintains the existing residence while subdividing to create seven single-family lots
ranging from approximately 1 to 3 acres, consistent with Envision Dublin's low-density residential
designation.
Since the April meeting where commissioners discussed site design, building orientation, and
natural features, the applicant addressed Preliminary Plat conditions and agreed to construct the
shared-use path along Dublin Road rather than pay a fee-in-lieu. All lots meet the 40,000 square
foot minimum and 60-foot frontage requirement.
Commission Questions
Mr. Alexander asked how building setbacks were determined. Ms. Noble stated that they are based
on building locations.
Mr. Deschler asked about the shared-use path, learning it would only extend along the property
frontage with no immediate connection north to Browning Court. Josh Reinicke from Engineering
explained no crosswalk was proposed at Liu Court for safety reasons, and the City path extension
to connect northward was not immediately planned. He indicated the City remained open to fee-
in-lieu discussions.
Mr. Deschler also asked whether demolishing the existing large residence had been considered to
create a more uniform subdivision. Mr. Liu indicated this was not economically feasible and noted
future homes would have similar character with stone and traditional materials enforced through
HOA requirements.
Mr. Garvin confirmed the owner's flexibility regarding the path construction versus fee-in-lieu and
verified their agreement with all proposed conditions.
Planning and Zoning Commission
Meeting Minutes – October 23, 2025
Page 7 of 11
Ms. Harter asked about tree preservation. Mr. Liu stated that the reason he liked this site is the
mature tree so though a waiver would be requested from City Council, they will try to save as many
trees as possible. .
Ms. Harter asked about mail delivery. Mr. Liu stated that there will be individual mailboxes on the
public street.
Ms. Harter asked about potential river amenities. Mr. Liu explained the 30-foot elevation drop to
the riverbank made dock installation impractical.
Public Comment
5 comment were received electronically and shared with the Commission.
Neil Matthias 162 Waterford Drive, expressed support for the project, stating concern that Dublin
not be viewed as too difficult for developers to work with. He noted that financial risk falls on
developers if they make poor decisions about lot sizes or home placement. He also raised concerns
about school redistricting impacts on pedestrian-focused planning along Dublin Road and Route
161.
Commission Discussion
During deliberation, commissioners were divided.
Mr. Alexander expressed serious concerns about the lack of planning coherence, noting the houses
would not align with each other or the street, creating a chaotic environment unlike developments
such as Cortina or River Forest that demonstrate cohesive design.
Mr. Deschler agreed with Mr. Alexander's assessment, stating that after seeing the home
unchanged for 30-40 years, this proposal was not the right approach.
Mr. Garvin felt it was too dense but acknowledged it met the criteria, inclining him toward support.
Mr. Way supported the application, noting that given site constraints including the existing house
and sanitary sewer easement, the layout actually worked with two gateway sites and reasonable
flow.
Ms. Harter supported the proposal, appreciating the collaborative work between applicant and City
to reach consensus. She noted it met the low-density requirements even if it felt heavy.
Mr. Chinnock opposed the proposal, citing Envision Dublin principles about focusing growth in areas
best equipped for change. He felt this created hardship in an already stressed area, adversely
affecting the roadway and pedestrian safety. The development did not represent thoughtful design
for this iconic property.
Ms. Call took a different perspective, noting Dublin has few areas where someone can build a
single-family home on an acre of property. She viewed this as seven individual property owners
building homes on lots meeting zoning requirements, comparing it to similar large-lot areas like
Post Road. In straight zoning for residential properties, the Commission has less authority to dictate
design compared to commercial or planned developments.
Case #24-128PP
Planning and Zoning Commission
Meeting Minutes – October 23, 2025
Page 8 of 11
Liu Court – Preliminary Plat
Request for review and recommendation of approval of a Preliminary Plat for a seven-
lot residential subdivision. The 12.79-acre site is zoned R-1, Restricted Suburban
Residential District, and is located at 7192 Dublin Road.
Mr. Way moved, Ms. Harter seconded recommendation to City Council of approval of the
Preliminary Plat.
Vote: Mr. Garvin, yes; Mr. Chinnock, no; Ms. Call, yes; Mr. Way, yes; Mr. Deschler, no; Ms.
Harter, yes; Mr. Alexander, no.
[Motion carried 4-3]
Case #25-026FP
Liu Court – Final Plat
Request for review and recommendation of approval of a Final Plat for a seven-lot
residential subdivision. The 12.79 acre site is zoned R-1, Restricted Suburban Residential
District and is located at 7192 Dublin Road.
Mr. Way moved, Ms. Harter seconded recommendation to City Council of approval of the Final Plat
with the following conditions:
1. The applicant adds evergreen trees within the landscape easement, subject to staff review
and approval, as part of the Final Plat at City Council.
2. The applicant continues to work with Engineering on the final location and design of the
Shared Use Path along Dublin Road, including the easement width necessary for the path
maintenance and/or construction, prior to approval of the Final Plat at City Council.
3. The location of the driveway on Lot 1 is trestricted to the most eastern location allowable
based on setbacks, subject to staff approval.
4. The location of the driveway on Lot 7 is restricted to line up with the driveway on Lot 1
or located further to the east, subject to staff approval.
5. The applicant continues to work with the Engineering Division to resolve all comments
provided on the plans and make any adjustments to the plat with the submission of the
Final Plat at City Council.
Vote: Mr. Way, yes; Ms. Harter, yes; Mr. Deschler, no; Mr. Chinnock, no; Mr. Alexander, no; Mr.
Garvin, yes; Ms. Call, yes.
[Motion carried 4-3]
Ms. Call noted that as the following two cases pertain to the same project and property, they will
be considered together this evening. Separate actions will be taken for each case.
Case #25-079FDP and #25-081FP
Bright Road Reserve – Final Development Plan and Final Plat
Request for review and approval of a Final Development Plan and a request for review
and recommendation of approval of a Final Plat for the development of a residential
neighborhood consisting of 20 single-family lots. The 14.2-acre site is zoned PUD,
Planned Unit Development District – Bright Road Reserve, and is located north of the
intersection of Grandee Cliffs Drive and Bright Road.
5200 Emerald Parkway
Dublin, Ohio 43017
Community Planning and Development
Sustainable | Connected | Resilient 614.410.4600
dublinohiousa.gov
PLANNING REPORT
Planning and Zoning Commission
Thursday, October 23, 2025
Liu Court
24-128PP,25-026FP
www.dublinohiousa.gov/PZC/24-128
www.dublinohiousa.gove/PZC/25-026
Case Summary
Address
7192 Dublin Road, Dublin, Ohio 43017
Proposal Preliminary Plat (PP) and Final Plat (FP) for a 12.79-acre site to establish 7 single-
family lots and a reserve.
Request
Review and recommendation of aproval to City Council for a Preliminary Plat and
Final Plat under the provisions of the Subdivision Regulations.
Zoning
R-1: Restricted Suburban Residential District.
Planning
Recommendation
Recommendation of Approval to City Council for a Preliminary Plat and Final
Plat with Conditions.
Next Steps
Upon review and recommendation of approval of the Preliminary Plat and Final
Plat from the Planning and Zoning Commission (PZC), the application will be
eligible for review by City Council for acceptance.
Applicant
Matthew Lilie, American Structurepoint, Inc.
Case Manager
Tammy Noble, Senior Planner
(614) 410-4649
tnoble@dublin.oh.us
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 2 of 9
Site Location Map
1 Existing access
Existing single-family
home, detached
buildings, and tennis
court
2
1
2
Floodplain 3
3
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 3 of 9
1. Request and Process
The applicant is requesting review and recommendation of approval of a Preliminary Plat (PP)
and Final Plat (FP) to City Council to subdivide 12.79-acres into seven single-family lots and a
reserve.
Process
1. Standard District Preliminary Plat (PZC Recommendation)
2. Standard District Preliminary Plat (CC Acceptance)
3. Standard District Final Plat (PZC Recommendation)
4. Standard District Final Plat (CC Acceptance)
These are preliminary and final plat applications in a R-1, Restricted Suburban Residential
district. The review of the preliminary and final plats is governed exclusively by Section 152.019
in the subdivision code, and the R-1 district provides minimum lot and yard dimensions at
Section 153.020(C) of the Zoning Code incorporated by reference in Section 152.019. Unlike
preliminary and final plat applications accompanying Planned Development District (PUD) or
Bridge Street District applications that the Commission frequently hears, the plat application in
this case only considers whether the applicable code minimums have been depicted on the
proposed plat. There is no discretion for the Commission to consider additional factors including
building form, architecture, or density (so long as the lot size minimums are met). If the plat
meets the minimum conditions and is approved, any building upon the lots created will be
subject to stormwater, engineering, and building staff review. The individual structures will also
be required to meet the Residential Appearance Standards listed in Section 153.190 of the
Zoning Code. These are reviewed administratively at the building permit stage.
As noted below, approval of each of the preliminary and final plat is a two step process
including review and recommendation by the Planning and Zoning Commission (PZC) and final
determination by City Council (CC).
2. Background
Site Summary
The +/-12.79-acre site is zoned R-1, Restricted Suburban Residential District, and is located on
the east side of Dublin Road, approximately 490 feet north of the intersection with Killilea Drive.
The site is bordered by single-family residences to the north (Galway Estates Subdivision),
south (unplatted lot), and west (unplatted lots and Coventry Woods Subdivision), and the Scioto
River to the east. All of the immediate surrounding single-family lots are developed under the R-
1 zoning classification, which requires a 40,000-square-foot lot minimum. Mature tree lines
define the northern, eastern, and southern property boundaries. The site is currently developed
with a single-family residence, several detached structures, and a tennis court, and is accessed
from Dublin Road. A shared use path runs along the west side of Dublin Road.
History
April 2025
PZC reviewed and provided feedback regarding the Preliminary Plat for Liu Trail (now
Liu Court) on April 17, 2025. There was significant discussion by the Commission,
especially regarding the size of the existing and proposed houses, building orientation,
density, and grading. The need for a left turn lane along Dublin Road and the proposed
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 4 of 9
Fee-in-Lieu options for a required Shared Use Path were also discussed. There was
uncertainty about PZC’s authority when reviewing plats in a standard zoning district.
The application was then tabled at the applicant’s request to allow the applicant to
respond to the Commission’s comments.
The Planning Report associated with the April 17 meeting included several
recommended conditions of approval. The applicant has since addressed those
conditions in the following manner:
1) That the applicant addresses all plat notations regarding setbacks and lot size, with the
submission of the Final Plat;
All notations have been addressed.
2) That the dimensions indicated on the Site Plan and Preliminary Plat for the Liu Trail
(now Liu Court) right-of-way tangents and Front Building Setback for Lot 5 be verified
for accuracy, with the submission of the Final Plat;
This has been reviewed and verified as accurate.
3) That a Curve Data Table be included on the Final Plat;
The Curve Data Table has been provided.
4) The applicant adds evergreen trees within the landscape easement, subject to staff
review and approval, as part of the Final Plat application;
The applicant has indicated that they will provide additional landscaping in the easement
along Dublin Road. This will be a condition of approval and required prior to submitting
the Final Plat to City Council.
5) The applicant will continue to work with the Engineering Division to finalize the proposed
street name prior to the approval of the Final Plat;
Street modified from Liu Trail to Liu Court based on comments by Engineering.
6) The location of the driveway on Lot 1 is restricted to the most eastern location allowable
based on setbacks, subject to staff review and approval;
This will be a condition of approval and verified at the building permits process.
7) The location of the driveway on Lot 7 is restricted to line up with the driveway on Lot 1
or be located further to the east, away from Dublin Road, subject to staff review and
approval;
This will be a condition of approval and verified at the building permits process.
8) A continuous 1-foot separation from the proposed ROW to the edge of the sidewalk be
provided while maintaining a 6-foot sidewalk and 8-foot tree lawn, with the submission
of the Final Plat;
The applicants have provided a 6-foot sidewalk, 8-foot tree lawn and a minimum
separation of one foot.
9) The applicant continues to work with Engineering on the final location and design of the
SUP along Dublin Road, including the easement width necessary for the path;
maintenance and/or construction, prior to approval of the Final Plat at City Council;
The applicant is working with Engineering and this will continue to be a condition of
approval.
10) The applicant shall provide a revised Traffic Memo before the submission of the Final
Plat;
The applicant has submitted a revised Traffic Memo which has been reviewed by staff.
11) A left turn lane shall be constructed on Dublin Road to provide access to the subdivision;
The plat shows a left-turn lane along Dublin Road as required by Engineering.
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 5 of 9
12) The applicant should show and label the driveway locations for all lots demonstrating
that the slope of the driveways will not exceed the maximum allowable slope of 8
percent. The location of the driveways should be restricted as necessary, reviewed and
approved by staff, with the submission of the Final Plat; and
Engineering is satisfied with the information provided and has agreed to review driveway
locations at the building permit stage for each lot.
13) The applicant continues to work with the Engineering Division to resolve all comments
provided on the plans and make any adjustments to the plat with the submission of the
Final Plat.
Engineering has reviewed the resubmission and is accepting of all the required
adjustments.
3. City Plans and Policies
Envision Dublin Community Plan
Future Land Use
The Envision Dublin Community Plan designates the Future
Land Use (FLU) for this site and its surroundings on the east
side of Dublin Road as Residential Low Density. This
designation envisions large-lot residential development that
is responsive to environmentally sensitive areas and
integrates existing natural features. The goal is to create a
transition from a rural setting to suburban single-family
residential neighborhoods. The FLU recommends single-
family homes on at least 0.50 acre lots at a density of 0.5 to
2 du/acre. The proposed density for the project is 0.56
du/acre, which meets the recommendation.
Thoroughfare Plan
The Envision Dublin Thoroughfare Plan classifies roadways based on traffic demand and
outlines future character improvements. The Dublin Road Corridor is designated as a Commuter
Boulevard with an 80-foot right-of-way, serving as a traditional minor arterial that also
accommodates commuter bike routes. It is assigned a River Corridor Character, which is
intended to reflect the natural processes on the land over time, featuring significant
topographical variation, dense tree cover, and proximity to the Scioto River and its tributaries.
New development along Dublin Road is expected to have modest setbacks ranging from 60 to
100 feet. In this case, right-of-way dedication is required for the proposed improvements,
including the construction of a Shared Use Path (SUP). The applicant has designed and will
construct the necessary infrastructure and provide easements to be recorded on the associated
plat.
4. Project
Project Summary
This is a request to subdivide 12.79 acres into seven single-family lots with 0.5 acres of open
space within a private reserve and the construction of a new public street (Liu Court) to provide
access to the development.
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 6 of 9
The existing single-family residence will be retained, while two detached buildings, the tennis
court, and the existing private drive will be removed. The applicant intends to develop the
proposal under the current R-1: Restricted Suburban Residential District. The proposal is
required to meet the development standards outlined in the Code, which include a minimum lot
size of 40,000 square feet and a minimum lot width of 60 feet at the right-of-way line and 150
feet and front building line, which are met.
The proposed lots will have a minimum building line setback of 40 feet from Dublin Road, based
on the 80-foot ROW, and a varied building line setback from Liu Court. The development
standards are summarized in the table below:
Lot
Identification
Lot Size (Minimum
40,000 square
feet/0.918 acres)
Lot Width at Front
Building Line
(Minimum 150
feet).
Front
Building
Line
Setback
Lot 1 0.921 Acres 152.41 +/- feet 36
Lot 2 1.55 Acres 150.49 +/- feet 92
Lot 3 1.575 Acres 150.78 +/- feet 65
Lot 4 3.001 Acres 251.95 +/- feet 41
Lot 5 1.337 Acres 150.86 +/- feet 31
Lot 6 1.302 Acres 251.24 +/- feet 36
Lot 7 0.931 Acres 250 feet +/- feet 31
Transportation & Mobility
To access the subdivision, a new left turn lane on Dublin Road and the construction of a new
public street with associated infrastructure improvements are required. The new public street,
Liu Court, is designated as a future Shared Street and will include a 58-foot ROW with a 24-foot
paved street, 6-foot sidewalks, and 8-foot tree lawns with street trees.
A left turn lane is required based on the Traffic Memo and shall be constructed on Dublin Road
to provide access to the subdivision.
To promote mobility objectives, an 11-foot Shared Use Path (SUP) along the east side of Dublin
Road is also required and accommodated in the plat. The applicant should continue to work
with Engineering on the final location and design of the SUP along Dublin Road, including the
easement width necessary for the path maintenance and/or construction which is a condition of
approval.
Utilities & Stormwater
Water and sanitary sewer utilities are available on site. The existing water line is located on the
west side of Dublin Road, and the sanitary sewer runs north/south through the middle of the
site.
The existing ditch along the north property line connects to an existing 24-inch culvert under
Dublin Road and outlets to the Scioto River. This will be relocated 30 feet north and will be
placed into an 83-foot storm easement. Stormwater from the development will outlet to the
southern property line of lot 5. The subdivision will connect to the public sanitary sewer system
and file a sanitary PTI sewer extension through the Ohio Environmental Protection Agency.
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 7 of 9
Water quality control is provided through a proposed underground detention system beneath
the Liu Court cul-de-sac. Per the City of Dublin Stormwater Design Manual, stormwater quantity
control is not required.
Open Space/Reserve
Residential subdivisions are required to provide open space based on the number of units
proposed. Based on the proposed seven dwelling units, a total of 0.466 acres of open space is
required. The proposal includes 0.598 acres of open space, which exceeds the minimum
requirement. The proposed open space reserve will be privately owned and maintained by the
HOA and is intended to provide shared visual and physical access to the Scioto River. The
applicant has provided plans for the open space, which include a gravel path, retaining walls,
benches, and landscaping. This space is designed for, and intended use of, the residents of Liu
Court.
Landscaping
For a standard residential subdivision, street trees are required to be planted within the 8-foot
tree lawn of the ROW, spaced 45 feet on center, which is met. The applicant is proposing two
types of large street trees: Swamp White Oak along Dublin Road and Urban Elms along Liu
Court. Additional deciduous trees - Scarlet Oak, Green Mountain Sugar Maple, and Swamp
White Oak - will be planted within the landscape buffer along Dublin Road. All other
landscaping, including front yard trees, will be finalized during building permitting as part of the
final residential site design.
Tree Removal/Tree Waiver
The tree preservation requirements within the Zoning Code apply to all healthy trees with a
minimum diameter of six inches at breast height. Replacements for removals are required on an
inch-for-inch basis at a minimum tree installation size of 2.5 inches caliper. A $150 per-inch fee-
in-lieu may be paid if full replacement would result in overcrowding.
There are 169 healthy trees on site. The applicant is proposing to remove 65 (1,375 inches) of
protected trees which require replacement. The applicant is requesting a tree waiver to be
determined by City Council with the development of this project. The tree waiver policy was
approved by City Council on January 9, 2018 and evaluates trees not only by health, but by
species, size and structure. Projects that demonstrate preservation of at least 50% of landmark
trees (24 inches or greater) and 50% of priority 1 trees (18-24 inches) on site are eligible to
request a waiver.
All Landscape Code requirements have been met. However, staff recommends the addition of
evergreen trees within the landscape easement along Dublin Road to create a more immediate
and effective landscape buffer. The proposed deciduous trees within the buffer are 2 to 2.5
inches in caliper at planting and will require several years to reach maturity. A condition of
approval has been included to reflect this recommendation and must be met prior to City
Council.
Architecture
The site is zoned R-1, Restricted Suburban Residential District and is required to meet the
Residential Appearance standards in Section 153.190. The section requires minimum
architectural features that for residential homes. Some examples of the requirements are
masonry chimneys, building materials finishes, exposed foundation cladding (must include brick,
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 8 of 9
stone, or split face block, or patterned concrete). The section also requires four-sided
architecture, and includes requirements for garage doors based on type of garage, minimum
roof pitches, shutters or trim requirements on all windows. All building materials must meet
industry standards and have 30 year life span. All building permits will be reviewed against
these standards.
5. Plan Review
Criteria Review
1. Plat Information, Zoning Code, and
Construction Requirements.
Criterion Met with Conditions: The proposal is
consistent with the Subdivision regulations. The
application may require technical adjustments prior
to submission to City Council.
2. Lots, Street, Sidewalk, and Bike Path
Standards.
Criterion Met: The proposal is consistent with the
lot, street, sidewalk, and bike path standards of the
Subdivision regulations.
3. Utilities. Criterion Met: Proposed and existing utility
easements are shown on the plat.
4. Open Space Requirements. Criterion Met: The proposed privately owned and
maintained reserve provides ample amenities for
future residents of the subdivision and meets the
open space requirements.
Final Plat
Criteria Review
1. Plat information and construction
requirements
Criterion Met with Conditions: The proposal
is generally consistent with the Subdivision
regulations. The application may require
technical adjustments prior to submission to City
Council.
2. Lots, Street, Sidewalk, and bike path
standards
Criterion Met: The proposal is consistent with
the lot, street, sidewalk, and bike path standards
of the Subdivision regulations.
3. Utilities
Criterion Met: Proposed and existing utilities
are shown on the final plat.
4. Open space requirements
Criterion met: The proposed privately owned
and maintained reserve provides ample amenities
for future residents of the subdivision and meets
the open space requirements.
Preliminary Plat
City of Dublin Planning and Zoning Commission
24-128PP/25-026FP | Liu Court
Thursday, October 23, 2025
Page 9 of 9
Recommendation
Planning Recommendation: Recommendation to City Council of approval of a Preliminary
Plat.
Planning Recommendation: Recommendation to City Council of approval of a Final Plat with
the following conditions:
1). The applicant adds evergreen trees within the landscape easement, subject to staff
review and approval, as part of the Final Plat at City Council.
2) The applicant continues to work with Engineering on the final location and design of
the Shared Use Path along Dublin Road, including the easement width necessary for
the path maintenance and/or construction, prior to approval of the Final Plat at City
Council.
3) The location of the driveway on Lot 1 is restricted to the most eastern location
allowable based on setbacks, subject to staff approval.
4) The location of the driveway on Lot 7 is restricted to line up with the driveway on Lot
1 or located further to the east, subject to staff approval.
5) The applicant continues to work with the Engineering Division to resolve all comments
provided on the plans and make any adjustments to the plat with the submission of
the Final Plat at City Council.
2550 Corporate Exchange Drive, Suite 300 Columbus, OH 43231 TEL 614.901.2235 FAX 614.901.2236 www.structurepoint.com April 02, 2025 Project Narrative The redevelopment of 7192 Dublin Rd will consist of redeveloping an existing 12.79-acre single family lot into a 7-lot single family subdivision and 1 open space reserve with shared amenities, associated walks, pavement, and utilities. The proposed redevelopment maintains a consistent look and feel as the surrounding subdivisions in the area. The proposed redevelopment aligns with the Dublin Community plan and follows all applicable standards/resolutions in place. Shared amenities will be provided for the residents of the development as well as public improvements such as widening Dublin Rd to provide a left turn lane at the subdivision entrance and extension of public sidewalk along Dublin Rd. The shared amenities will be owned and maintained by the HOA and will include a proposed gravel path to provide access to a seating area and the waterfront. The subdivision will connect to the public sewer system and file for a sanitary PTI sewer extension through the OEPA. Water quality treatment will be provided by an underground detention system located beneath the cul-de-sac. An existing ditch along the northern property line that connects an existing 24” culvert under Dublin Rd to the Scioto River will be relocated 30 feet north and will be placed in an 83-foot storm easement. Stormwater will ultimately outlet to the southern property line of lot 5 which is predominantly wooded and flow to the Scioto River. No stormwater detention is required per City of Dublin Stormwater Design Manual section 53.070(D).
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AECP900TBM1
CP947
CP9950
10
1
8
1
7
DUBLIN ROADPID: 273-001924-00
ZONING: R-1
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
ZONING: R-1
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001925-00
ZONING: R-1
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001926-00
ZONING: R-1
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
ZONING: PLR
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
ZONING: R-1
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-001793-00
ZONING: R-1
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001787-00
ZONING: R-1
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.78 ACRES
LIU CO
U
R
T
SCIOTO RIVERRESERVE A
2
13
12
11
14
15
84
9
6
7
2772
2788
6 2789
2
3
4
Area: 130,733 SF
(3.00 AC)
6
Area: 56,744 SF
(1.30 AC)
7
Area: 40,531 SF
(0.93 AC)
5
Area: 58,218 SF
(1.34 AC)
9
1
Area: 40,116 SF
(0.92 AC)
2
Area: 67,760 SF
(1.56 AC)
3
Area: 68,609 SF
(1.58 AC)
5
3
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:31 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 TS&GN.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
APPROVED:
CITY OF DUBLIN:
SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE
AND GENERAL LOCATION OF THE PROJECT AND DOES NOT CONSTITUTE
ASSURANCE TO OPERATE AS INTENDED. ALL TECHNICAL DETAILS REMAIN THE
RESPONSIBILITY OF THE PROFESSIONAL CIVIL ENGINEER PREPARING THE PLANS.
REGISTERED ENGINEER E-86125 DATE
DIRECTOR OF ENGINEERING/CITY ENGINEER
CITY OF DUBLIN, OHIO
PAUL A. HAMMERSMITH, P.E.
DATE
STANDARD CONSTRUCTION DRAWINGS
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON THESE
PLANS SHALL BE CONSIDERED A PART THEREOF.
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
MD-02
MD-03
MD-05
PD-02
PD-03
PD-04
PD-06
RD-01
RD-02
RD-03
RD-05
RD-08
RD-10
RD-15
SA-04
ST-01
ST-03
ST-04
ST-05
ST-06
WA-01
CITY OF DUBLIN
(2020 EDITION)ODOT
BP-3.1
CITY OF COLUMBUS:
APPROVAL ON THE PART OF THE CITY OF COLUMBUS IS GIVEN PURSUANT TO THE
PROVISIONS OF THE WATER SERVICE AGREEMENT BETWEEN THE CITY OF DUBLIN AND THE
CITY OF COLUMBUS, OHIO, ON APRIL 13, 1993 AND ALL SUBSEQUENT AMENDMENTS
THEREOF.
INDEX MAP
SHEET INDEX
1 - TITLE SHEET
2 - GENERAL NOTES
3 - TYPICAL SECTIONS & DETAILS
4 - EXISTING CONDITIONS & DEMOLITION PLAN
5 - SITE PLAN
6 - UTILITY PLAN
7 - PLAN & PROFILE
8 - STORM PROFILE
9 - GRADING PLAN
10 - CUL-DE-SAC DETAIL
11 - DRIVEWAY DETAIL
12 - EROSION CONTROL PLAN
13 - EROSION CONTROL NOTES
14 - EROSION CONTROL DETAILS
15 - EROSION CONTROL DETAILS
16 - UNDERGROUND DETENTION DETAILS
17 - UNDERGROUND DETENTION DETAILS
18 - UNDERGROUND DETENTION DETAILS
19 - TREE PRESERVATION
20 - TREE PRESERVATION SCHEDULE
21 - LANDSCAPE PLAN
22 - LANDSCAPE DETAILS
23 - LANDSCAPE DETAILS
24 - LANDSCAPE SPECS
25 - LANDSCAPE SPECS
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
Ohio Utilities Protection Service
Call 811before you dig
PUBLIC STREET, STORM, AND WATER IMPROVEMENTS
FOR
LIU COURT
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
TITLE SHEET1/25
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVERBASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
DATE
DIRECTOR, DEPARTMENT OF PUBLIC UTILITIES
CITY OF COLUMBUS, OHIO
DATE
ADMINISTRATOR, DIVISION OF WATER
CITY OF COLUMBUS, OHIO
SITE DATA
ZONING:
PROPERTY OWNER:GEORGE CRIMSON LLC
PARCEL ID:273-001786-00
SITE ACREAGE:12.820 (REC)
12.793 (MEASURED)
SITE ZONING R-1, RESTRICTED SUBURBAN
RESIDENTIAL DISTRICT
FEMA FLOODPLAIN:39049C0151K (6/17/2008) ZONE X
SITE LAYOUT DATA:
TOTAL LOTS:7 LOTS
GROSS DENSITY (NET
DENSITY):0.55 LOTS/ACRE
MINIMUM DRIVE AISLE WIDTH:24'
MINIMUM LOT WIDTH:150' AT THE FRONT LINE OF THE
DWELLING
MINIMUM FRONT YARD
SETBACK:30'
MINIMUM REAR YARD SETBACK:50'
TOTAL SIDE YARD SETBACK:25', 8' MINIMUM ON ONE SIDE
REAR YARD MINIMUM:20% OF THE LOT DEPTH
BUILDING DATA:
BUILDING HEIGHT:35' MAXIMUM HEIGHT
LANDSCAPE DATA:
EXISTING IMPERVIOUS AREA:1.04 AC
PROPOSED IMPERVIOUS AREA:2.01 AC
GREENSPACE:10.10 AC (79%)
HORZ 1"=60'0 100 200
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03 PROFE
SSIONA L E N G INEERR
EGIS T E R E DSTATE OF O
H
IOE-86125
MATTHEW
LILIE
J.
07/17/2025
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:31 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 TS&GN.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES GENERAL NOTES2/25
GENERAL NOTES
1.CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND
MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO
(HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL
CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN
SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY
THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS
UNLESS OTHERWISE NOTED.
2.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,
TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE
CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR
FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT
DOCUMENTS.
3.THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES
OF INTENT (NOI), BUILDING PERMITS, ETC.
4.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN
WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,
STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE
PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE
ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146.
6.FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE
REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF
ENGINEERING THAT DOCUMENTS "AS_BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND
ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE
PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE
CONSTRUCTIONS DRAWINGS.
7.THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT_OF_WAY
AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS,
UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,
REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.
IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN
OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
9.NON_RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR
HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER
CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR
WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE
GRADES AND CROSS_SECTIONS THAT EXISTED BEFORE CONSTRUCTION.
11.TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR
COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION
97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED
UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR
FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT
TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
12.DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR
FLOODPLAIN) IS NOT PERMITTED.
13.ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN
RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR
REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
14.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR
REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE
CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
15.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF
MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE
SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF
COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT
BE APPROVED FOR INSTALLATION.
16.BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES,
ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.)
SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS OR FLOWABLE CDF, TYPE II ACCORDING TO ITEM 613. ITEM 911 OF THE
STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
17.THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS
AND A LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY
OF COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING
CONSTRUCTION.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISION
CITY OF COLUMBUS
1800 EAST 17TH AVENUE
COLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERING
CITY OF DUBLIN
6555 SHIER RINGS ROAD
DUBLIN, OHIO 43016
18.ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE
APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING
HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE
PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING
HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
19.ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR
REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH
VISIBILITY FENCING PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 - INCHES
OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED WITH FENCING
PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT
INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE
REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING.
20.CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT,
UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER. USE OF PNEUMATIC AIR RAM
DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING
STREETS MUST BE OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING
BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING PAVEMENT
BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE II) SHALL BE USED IN PLACE OF
COMPACTED GRANULAR BACKFILL, ACCORDING TO ITEM 613 OF THE STANDARD
SPECIFICATIONS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE
RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL
ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO
THE CITY.
22.PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING
PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. PAVEMENT REPLACEMENT SHALL BE
CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND
APPLICABLE CITY OF DUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS,
HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT, ETC. SHALL BE
PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWINGS.
23.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED
ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM
ANY BROKEN BRANCHES AS NEEDED.
24.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN
APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.
25.ALL INLETS SHALL BE CHANNELIZED.
26.PARK AREAS SHALL BE FINE_GRADED AND SEEDED WITH THE FOLLOWING MIXTURE:
IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
GERMINATION RATE: 85%
APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS
AND RECREATION, CITY OF DUBLIN, OHIO.
27.TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST
ANCHOR BASE INSTALLATION AND MEET ALL REQUIREMENTS OF ODOT TC-41.20 AND
APPLICABLE CITY OF DUBLIN SPECIFICATIONS.
28. STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING
COLORED IN WHITE DISPLAYED OVER A BROWN BACKGROUND. SIGN TUBING SHALL BE
BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE
INSTALLATION REQUIREMENTS OF ODOT TC-41.20.
UTILITIES
1.THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS
PROJECT:
AEP OHIO - ELECTRIC
BREEZELINE - TELECOM
COLUMBIA GAS OF OH-COLUMBUS - GAS
DUBLIN SEWER - SANITARY SEWER
DUBLIN WATER - WATER MAIN
DUBLIN DIVISION OF ENGINEERING - STORMWATER
AT&T - TELECOM
CHARTER COMM - TELECOM
2.THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES
PROTECTION SERVICE (TELEPHONE NUMBER 800_362_2764), PRODUCER'S UNDERGROUND
PROTECTION SERVICE (TELEPHONE NUMBER 614_587_0486), AND TO OWNERS OF
UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND
PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START
OF CONSTRUCTION.
3.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE
CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS
AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY
OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR
OF THE SAME AND FOR ANY RESULTING CONTINGENT DAMAGE.
4.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND THE CITY ENGINEER.
6.PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF
DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
1.TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR ACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(OMUTCD), CURRENT EDITION.
2.ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00
AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE
CITY ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM
ONE_LANE TWO_WAY TRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE
FLAGMEN DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENT WHENEVER ONE_LANE,
TWO_WAY TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS
DIRECTED BY THE CITY ENGINEER.
3.IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER
PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED,
OFF_DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
4.STEADY_BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND
SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT.
5.ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING
RESIDENTS OR BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT FOR MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY
VEHICLES. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE
PROPOSED MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFIC CONTROL PLAN MUST
INCORPORATE ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC
CONTROL PLAN PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
1.THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT
(NOI) TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO
OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE
UNDER THE OHIO EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE
NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY
BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE
MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL
SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER.
AN INDIVIDUAL NPDES STORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE
CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
2.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM
WATER RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW,
AND STORM SEWERS.
3.ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT
LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND
TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
4.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES
CONSISTENT WITH EROSION CONTROL PRACTICES.
5.DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE
SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER
SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE
GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION
BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
1.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE
DEPARTMENT PRIOR TO BLASTING FOR ROCK EXCAVATION. THE CONTRACTOR SHALL
SUBMIT BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE
OWNER, AND THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON
"AS_BUILT" CONSTRUCTION DRAWINGS.
WATER LINE
1.ALL WATER LINE MATERIALS SHALL BE PROVIDED AND INSTALLED ACCORDING TO CURRENT
SPECIFICATIONS OF THE CITY OF COLUMBUS DIVISION OF WATER.
2.ALL PUBLIC WATER PIPE WITH A DIAMETER 3 INCHES TO 8 INCHES SHALL BE DUCTILE IRON,
CLASS 53. PUBLIC WATER PIPE 12 INCHES IN DIAMETER OR LARGER SHALL BE DUCTILE IRON,
CLASS 54. PUBLIC WATER PIPE 20 INCHES IN DIAMETER OR LARGER MAY BE PRESTRESSED
CONCRETE PIPE. PRIVATE WATER PIPE SHALL MEET THE APPROVAL OF THE CITY OF
COLUMBUS DIVISION OF WATER PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS.
3.ONLY FIRE HYDRANTS CONFORMING TO CITY OF COLUMBUS STANDARDS WILL BE
APPROVED FOR USE.
4.PUBLIC WATER LINES SHALL BE DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF
WATER. REQUESTS FOR WATER LINE CHLORINATION SHALL BE MADE THROUGH THE CITY
OF DUBLIN DIVISION OF ENGINEERING. THE COST FOR CHLORINATION SHALL BE PAID FOR
BY THE CONTRACTOR.
5.ALL WATER LINES SHALL BE DISINFECTED ACCORDING TO ITEM 801.13 OF THE STANDARD
SPECIFICATIONS. SPECIAL ATTENTION IS DIRECTED TO APPLICABLE SECTIONS OF
AMERICAN WATER WORKS ASSOCIATION SPECIFICATION C_651, PARTICULARLY FOR
FLUSHING (SECTION 5) AND FOR CHLORINATING VALVES AND FIRE HYDRANTS (SECTION 7).
PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 801.12 OF THE
CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. WHEN WATER LINES
ARE READY FOR DISINFECTION, THE CITY OF DUBLIN SHALL SUBMIT TWO (2) SETS OF
"AS-BUILT" PLANS, AND A LETTER STATING THAT THE WATER LINES HAVE BEEN PRESSURE
TESTED AND NEED TO BE DISINFECTED, TO THE CITY OF COLUMBUS, DIVISION OF WATER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE
DISINFECTION OF ALL WATER LINES CONSTRUCTION PER THIS PLAN. PRESSURE TESTING
SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 801.12 OF THE CITY OF COLUMBUS
CONSTRUCTION AND MATERIAL SPECIFICATIONS.
6.THE CONTRACTOR SHALL PAINT ALL FIRE HYDRANTS ACCORDING TO CITY OF DUBLIN
STANDARDS. THE COST OF PAINTING FIRE HYDRANTS SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE FOR FIRE HYDRANTS.
7.NO WATER TAPS OR SERVICE CONNECTIONS (E.G., TO CURB STOPS OR METER PITS) MAY BE
ISSUED UNTIL ADJACENT PUBLIC WATER LINES SERVING THE CONSTRUCTION SITE HAVE
BEEN DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER AND HAVE BEEN
ACCEPTED BY THE CITY ENGINEER. A TAP PERMIT FOR EACH WATER SERVICE MUST BE
OBTAINED FROM THE CITY OF DUBLIN AND THE CITY OF COLUMBUS DIVISION OF WATER
BEFORE MAKING ANY TAPS INTO PUBLIC WATER LINES.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF COLUMBUS DIVISION OF WATER AT 645_7788
AND THE CITY OF DUBLIN DIVISION OF ENGINEERING AT LEAST 24 HOURS BEFORE TAPPING
INTO EXISTING WATER LINES.
9.ALL WATER MAIN STATIONING SHALL BE BASED ON STREET CENTERLINE STATIONING.
10.ALL BENDS, JOINT DEFLECTIONS AND FITTINGS SHALL BE BACKED WITH CONCRETE PER
CITY OF COLUMBUS STANDARDS.
11.THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED PROPERTY OWNERS AT
LEAST 1 WORKING DAY BUT NOT MORE THAN 3 WORKING DAYS PRIOR TO ANY TEMPORARY
INTERRUPTION OF WATER SERVICE. INTERRUPTION OF WATER SERVICE SHALL BE
MINIMIZED AND MUST BE APPROVED BY THE CITY ENGINEER.
12.WATER METERS SHALL BE INSTALLED INSIDE PROPOSED STRUCTURES UNLESS A METER
PIT INSTALLATION IS APPROVED BY THE CITY OF COLUMBUS DIVISION OF WATER. METER
PITS MUST CONFORM TO STANDARD DRAWINGS L-7103, A&B FOR 5/8" THROUGH 1" METERS
OR L-6317, A, B, C&D FOR 1-1/2" OR LARGER METERS.
13.WATER LINES TO BE INSTALLED IN EMBANKMENT AREAS SHALL BE PLACED AFTER THE
EMBANKMENT HAS BEEN PLACED AND COMPACTED ACCORDING TO THE STANDARD
SPECIFICATIONS.
14.CURB STOP BOXES SHALL BE LOCATED AT LEAST 1 FOOT INSIDE THE RIGHT_OF_WAY AND
SET AT FINISHED GRADE.
15.IF THE TOP OF THE OPERATING NUT OF ANY VALVE IS GREATER THAN 36 INCHES BELOW
FINISHED GRADE, AN EXTENSION STEM SHALL BE FURNISHED TO BRING THE TOP OF THE
OPERATING NUT TO WITHIN 24 INCHES OF FINISHED GRADE ELEVATION.
16.ALL WATER LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 4 FEET MEASURED FROM TOP
OF FINISHED GRADE TO TOP OF WATER LINE. WATER LINES SHALL BE SET DEEPER AT ALL
POINTS WHERE NECESSARY TO CLEAR EXISTING OR PROPOSED UTILITY LINES OR OTHER
UNDERGROUND RESTRICTIONS BY A MINIMUM OF 18 INCHES.
17.TWO ¾ INCH TAPS SHALL BE INSTALLED WITHIN 2 FEET OF THE END OF THE LINE ON ALL
DEAD-END WATER LINES.
STORM SEWER
1.ALL STORM WATER DETENTION AND RETENTION AREAS AND MAJOR FLOOD ROUTING
SWALES SHALL BE CONSTRUCTED TO FINISH GRADE AND HYDRO_SEEDED AND
HYDRO_MULCHED ACCORDING TO ITEMS 203 AND 659 OF THE STANDARD SPECIFICATIONS.
2.WHERE PRIVATE STORM SEWERS CONNECT TO PUBLIC STORM SEWERS, THE LAST RUN OF
PRIVATE STORM SEWER CONNECTING TO THE PUBLIC STORM SEWER SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM DESIGNATION C76, WALL B, CLASS IV
FOR PIPE DIAMETERS 12 INCHES TO 15 INCHES, CLASS III FOR 18 INCHES TO 24 INCH PIPES,
AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II, UNLESS OTHERWISE SHOWN ON THE
APPROVED CONSTRUCTION DRAWINGS. INSPECTION IS REQUIRED BY THE CITY OF DUBLIN'S
DIVISION OF ENGINEERING.
3.GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912
OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO
ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
4.ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM
DESIGNATION C76, WALL B, CLASS IV FOR PIPE DIAMETERS 12 INCHES TO 15 INCHES, CLASS
III FOR 18 INCHES TO 24 INCH PIPES, AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II,
UNLESS OTHERWISE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS.
5.HEADWALLS SHALL BE REQUIRED AT ALL STORM SEWER INLETS OR OUTLETS TO AND FROM
STORMWATER MANAGEMENT FACILITIES. NATURAL STONE AND/OR BRICK APPROVED BY
THE CITY ENGINEER SHALL BE PROVIDED ON ALL VISIBLE HEADWALLS SURFACES.
6.STORM INLETS OR CATCH BASINS SHALL BE CHANNELIZED AND HAVE BICYCLE SAFE
GRATES. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO AND ALL CURB INLET AND
CATCH BASIN GRATES SHALL INDLUCE ENGRAVED LETTERING: “DUMP NO WASTE; DRAINS
TO RIVER.”
6.STORM SEWER OUTLETS GREATER THAN 18 INCHES IN DIAMETER ACCESSIBLE FROM
STORMWATER MANAGEMENT FACILITIES OR WATERCOURSES SHALL BE PROVIDED WITH
SAFETY GRATES, AS APPROVED BY THE CITY ENGINEER.
7.HP STORM AND HP SANITITE OR APPROVED EQUAL ARE APPROVED ALTERNATIVES TO
REINFORCED CONCRETE PIPE IN PAVED AND NON PAVED AREAS AS APPROVED BY THE CITY
ENGINEER. THIS INCLUDES APPLICATIONS INSIDE THE RIGHT-OF-WAY.
8.HP STORM AND HP SANITITE OR APPROVED EQUAL PIPE JOINTS SHALL BE WATERTIGHT
ACCORDING TO REQUIREMENTS OF ASTM D3212. PIPES SHALL BE JOINED WITH A
GASKETED INTEGRAL BELL & SPIGOT JOINT MEETING THE REQUIREMENTS OF ASTM F2881
(HP STORM) AND ASTM F2764 (HP SANITITE). GASKETS SHALL BE INSTALLED BY PIPE
MANUFACTURER AND COVERED WITH REMOVABLE, PROTECTIVE WRAP TO ENSURE THE
GASKET IS FREE FROM DEBRIS. A JOINT LUBRICANT AVAILABLE FROM THE MANUFACTURER
SHALL BE USED ON THE GASKET AND BELL DURING JOINT ASSEMBLY.
9.ALL BEDDING MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF COLUMBUS STANDARD
CONSTRUCTION DRAWING AA-S149.
10.BACKFILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH ITEM 911 OR ITEM 912 OF THE
CITY OF COLUMBUS CONSTRUCTION MATERIAL SPECIFICATIONS (CMS).
11.BACKFILL MATERIAL IN AREAS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE
PLACED IN ACCORDANCE WITH ITEM 901 OF THE CITY OF COLUMBUS (CMS).
ALL HP STORM AND HP SANITITE PIPE (FOR STORM SEWER) SHALL BE MANDREL TESTED IN
ACCORDANCE WITH CITY OF COLUMBUS ITEM 901.21, WITH THE EXCEPTION THAT THE WAITING
PERIOD PRIOR TO TESTING SHALL BE 30 DAYS.
MAIL DELIVERY
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN
THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS
RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION
THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE
RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION.
ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US
POSTAL SERVICE AND THE HOMEOWNER.
2.BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S.
POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE
POSTAL SERVICE.
USE OF FIRE HYDRANTS
1.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE
DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIRE HYDRANTS
WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF
DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS.
THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED FROM DUBLIN AND
COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS
SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
2.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM
THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATING THAT THE
CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS
PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.
WATER COORDINATE TABLE
DESCRIPTION
8"-11.25° BEND
8"-11.25° BEND
8"-11.25° BEND
8"x6" TEE
8"x6" TEE
8"-11.25° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
8"-22.5° BEND
6"-22.5° BEND
6"-22.5° BEND
8"x6" TEE
8" PLUG & THRUST BLOCK
24"x8" TAPPING SLEEVE & VALVE
STATION
10+38.36
10+62.02
11+75.21
11+89.66
14+16.98
14+75.32
15+15.59
15+51.75
15+70.41
15+89.84
16+12.81
16+35.24
16+48.41
16+64.81
16+67.06
16+67.95
94+57.29
OFFSET
14.30' L
19.33' L
19.32' L
19.34' L
19.31' L
18.77' L
17.54' L
20.86' L
26.54' L
42.71' L
49.85' L
47.79' L
40.87' L
21.17' L
13.93' L
11.07' L
19.57' L
CL ELEVATION
848.49
848.28
844.42
843.77
834.59
833.02
832.12
831.32
830.86
830.22
829.60
829.60
829.60
829.60
829.60
829.60
848.96
AS-BUILT NORTHING AS-BUILT EASTING AS-BUILT CL ELEVATION
WATER COORDINATE TABLE
DESCRIPTION
FIRE HYDRANT
6" GATE VALVE
FIRE HYDRANT
FIRE HYDRANT
6" GATE VALVE
8" GATE VALVE
8" GATE VALVE
STATION
11+89.60
14+16.98
14+16.98
16+63.85
16+65.03
16+67.68
94+57.29
OFFSET
16.00' L
17.21' L
16.00' L
13.03' L
13.36' L
11.94' L
16.17' L
CL ELEVATION
843.81
834.74
834.78
829.68
829.78
829.60
848.93
AS-BUILT NORTHING AS-BUILT EASTING AS-BUILT CL ELEVATION
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:31 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 TS&GN.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES℄1.56%
10234571
58'
RIGHT-OF-WAY
6'-0'' WALK
(RD-05)
28'
B/C TO B/C 1'-0''1'-0''
(TYP)8'-0'' TREE LAWN6'-0'' WALK
(RD-05)
3.13%
6'' MIN.
TYPICAL SECTION LEGEND
ITEM 441 - 1 1/4" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, (448) PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.075 GAL/S.Y.
ITEM 441 - 1 3/4'' ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE 2, (448), PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.10 GAL/S.Y.
ITEM 301 - 3'' ASPHALT CONCRETE BASE
ITEM 304 - 6" AGGREGATE BASE
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING, CLASS 1 AS PER PLAN
(SEE NOTE 32 ON GENERAL NOTE PAGE)
ITEM 608 - 4'' CONCRETE SIDEWALK
ITEM 304 - 3'' AGGREGATE BASE
ITEM 653 - 3" TOPSOIL FURNISHED AND PLACED
1
2
3
4
5
6
7
8
9
10
11
NOTE A
TACK COAT (AC) FACE OF CURB (INCIDENTAL
TO ITEM 441 ASPHALT CONCRETE.)
ITEM 441 ASPHALT SURFACE COURSE IS TO BE
MAXIMUM 1/4" ABOVE GUTTER PLATE.
NOTE B
NOTE A (TYP)
NOTE B (TYP)
1/2''/1'1/2''/1'
1.56%
1.56%1.56%
PROFILE
ELEVATION
2'-0''14''12''
8'-0'' TREE LAWN
4:
1
4:14:14:
1
11
98
TYPICAL SECTIONS &DETAILS3/25
NO. 57 AGGREGATE
ODOT ITEM 605 4" PIPE
UNDERDRAIN (720.01) (TYP)
CITY OF DUBLIN CONCRETE
COMBINATION CURB &
GUTTER RD-02 (TYP)
6
TYPICAL SECTION - LIU COURT
NOT TO SCALEA
3.13%3.13%3.13%
ESTIMATE OF QUANTITIES
THESE QUANTITIES HAVE BEEN PROVIDED ONLY AS AN ESTIMATE TO THE SCOPE OF THE WORK. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO EVALUATE THE COMPLETE PROJECT AS DETAILED IN THE
NOTES, PLANS, AND SPECIFICATIONS AND PROCEDURES NECESSARY FOR THE COMPLETION OF THE PLAN
IMPROVEMENTS AND SUBMIT HIS TOTAL PROJECT COST ACCORDINGLY.
DEMOLITION
ITEM QUANTITY UNIT DESCRIPTION
201 LUMP SUM CLEARING AND GRUBBING
202 55 EA REMOVE TREE
202 2 EA REMOVE TREE STUMP
202 1356 SY DRIVE REMOVED
202 367 LF FENCE REMOVED
202 37 LF WALL REMOVED
202 3 EA BUILDING REMOVED
202 1 EA TENNIS COURT REMOVED
SITE
203 CY EXCAVATION
203 CY EMBANKMENT
204 2,074 SY SUBGRADE COMPACTION
207 27 CY STABILIZED CONSTRUCTION ENTRANCE
207 1 EACH DESIGNATED CONCRETE WASHOUT AREA
207 8 EACH INLET PROTECTION
207 497 LF PERIMETER FILTER FABRIC FENCE
301 173 CY 3" ASPHALT CONCRETE BASE
304 346 CY 6" AGGREGATE BASE
407 156 GAL TACK COAT (0.075 GAL/SY)
407 207 GAL TACK COAT (0.10 GAL/SY)
441 72 CY 1.25" ASPHALT CONCRETE SURFACE COURSE
441 101 CY 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE
608 7,751 SF 4" CONCRETE WALK
608 EACH TYPE "A" CURB RAMP
609 1,257 LF COMBINATION CURB AND GUTTER
630 4 EACH STREET SIGN (RD-10)
630 1 EACH STOP SIGN (RD-10)
659 1,129 SY SEEDING AND MULCHING
STORM
601 CY ROCK CHANNEL PROTECTION, TYPE C WITH FILTER
604 5 EACH 48" TYPE "C" MANHOLE (AA-S102) W/ CITY OF DUBLIN LID (ST-03)
604 1 EACH
48" TYPE "C" MANHOLE (AA-S102) W/ CITY OF DUBLIN LID (ST-03) (OUTLET
STRUCTURE)
604 6 EACH CURB & GUTTER INLET (AA-S125A) W/ GRATE (ST-04)
604 2 EACH CB (AA-S130)
604 1 EACH PRECAST HEADWALL (AA-S168)
901 44 LF 12" RCP STORM PIPE, WITH ITEM 911 BACKFILL
901 339 LF 12" RCP STORM PIPE, WITH ITEM 912 BACKFILL
901 LF 18" RCP STORM PIPE, WITH ITEM 911 BACKFILL
901 81 LF 18" RCP STORM PIPE, WITH ITEM 912 BACKFILL
901 LF 24" RCP STORM PIPE, WITH ITEM 912 BACKFILL
901 51 LF 24" RCP STORM PIPE, WITH ITEM 911 BACKFILL
WATER
801 LF 6 INCH WATER PIPE AND FITTINGS
801 700 LF 8 INCH WATER PIPE AND FITTINGS
802 EACH 8" VALVE AND APPURTENANCES
802 4 EACH 6" VALVE AND APPURTENANCES
805 7 EACH 3/4" WATER TAP
809 3 EACH FIRE HYDRANT TYPE A
SPEC LUMP SUM SURVEY COORDINATES
CALCULATED BY: DATE: CHECKED BY:
STA 10+68.60 TO 14+60.99
7192 AT&T
BELL SYSTEMS
322A56
TOP=853.62' (3' LID)
SW6959
FRONTIER 7192
w/ELEC.&COMM. DROPS
w/RISER
ICV
OUTLET
INTERCOM
w/ELEC.&COMM. DROP
3 SIDED
BARN
ICV
ICV
ICV
ICV
LOW AREA
ICV
ICV
ELEC. RISER
OUTLET
VACANT
w/ELEC.&COMM. DROPS
ICV
ICV
OUTLET
3" CAST IRON EXPOSED PIPE
MOUNTED ON TREE
3" CAST IRON EXPOSED PIPE
3" CAST IRON EXPOSED PIPE
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
TOP=836.17'
INV. 36" RCP N/S=819.42'
(77-003-CIP)
TOP=840.90'
INV. 36" NE/S=819.90'
(77-003-CIP)
2"
1"
2"
2"
PUMP HOUSE 2" SPP TO BLD.
814.96
6 CMP
819.73
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66
6 CMP
829.17
TBOX
WOWWAY 7177 DUBLIN RD ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRESinlet windowinlet window12" RCP12" CPP18"
R
C
P
24" RCP
cannot open12" RCPINV:851.28
DIRECTION ONLY
EXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADINV:840.88
GALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
825
8308
2
6
8
2
7
828829831831835840840
8
4
0
831832833834836837838
839
825
830835835
835840826827828829831832833
833
833834834
834
836836836
837838839841
8
4
0
8
4
5
83
9
8
4
1
8
4
2
8
4
3
8
4
4
8
4
6
8
4
7
8
4
8
8
4
9
85285382082
58308358
4
0
8458508198218
2
2
82
382
4
8
2
6
8
2
7
8
2
8
8
2
9
831
832
8338348368378378378388398
4
184
2
8438448
4
6847848849 835840
845831832833834836837838839841842843
8448468478488498408458418428438448468
4
7
825830830830 8218228238248268278288298318328338
3
4 800805810815820 79879980180280380480680780880981181281381481681781881
9
8258308358408458
2
18228238248268278288298318328338348
3
6837
8388398418428438448468478482
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
D.
B
.
3
7
2
0
,
P
G
.
5
3
6
20' SANITA
R
Y
EASEMENT
D.B. 3720, P
G
.
5
3
6
1
2
3
4
4
5
6
EX UTILITY POLE
(TBR)
EXISTING PAVEMENT TO BE
SAWCUT PER CITY OF
COLUMBUS STANDARD
DRAWING 1441 & FULL
PAVEMENT REPAIR
562.54'116.39'131.62'110.70'82.7
7
'
190.67'118.79'343.43'800.40'645.82'180.3
'
79.1
5'
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 11:41 AM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 DXTP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EXISTING CONDITIONS &DEMOLITION PLAN4/25
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
CODED NOTES
EXISTING WALL TBR
EXISTING FENCE TBR
EXISTING TENNIS COURT TBR
EXISTING BUILDING TBR
EXISTING HOUSE TO REMAIN
EXISTING OVERHEAD ELECTRIC POLE & GUY WIRE
TBRO, COORDINATE WITH UTILITY PROVIDER TO
RECONNECT TO EXISTING HOUSE
1
2
3
4
5
6
DEMOLITION LEGEND
TBR TO BE REMOVED
TBRO TO BE REMOVED AND
RELOCATED BY OTHERS
TBRR TO BE REMOVED AND
REPLACED
ASPHALT PAVEMENT TO BE
REMOVED
CONCRETE PAVEMENT TO BE
REMOVED
MILLING LIMITS
ITEM TO BE REMOVED
PAVEMENT TO BE SAWCUT
EXISTING UTILITY TO BE
REMOVED
TREE TO BE REMOVED
ALL SPRINKLER HEADS TO BE
REMOVED
SEE ROAD WIDENING PLANS FOR
DEMOLITION WITHIN THE R/W
HORZ 1"=40'0 40 80
NOTES
1.REFER TO TREE PRESERVATION
SHEETS 19-20 FOR TREE
REMOVAL INFORMATION
2"
1"
2"
2"ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRES
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
24'
E/P TO
E
/
P 12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5
'
S
IDE
YARDSETBACK12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5' SIDE YARDSETBACK12.5' REAR YARDSETBACKE
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
EX 20' SAN
I
T
A
R
Y
EASEMENT
36' FRONT YARD
SETBACK
40' DUB
L
I
N
RD BUIL
D
I
N
G
SETBAC
K50' REAR YARDSETBACK50' REAR YARDSETBACK50' REAR
Y
A
R
D
SETBACK
50' RE
A
R
Y
A
R
D
SETBA
C
K
50' REAR
Y
A
R
D
SETBACK
40' DUBL
I
N
RD BUIL
D
I
N
G
SETBAC
K
58'
R/W
LIU COU
R
T
50' REAR
Y
A
R
D
SETBAC
K
PROP 10
'
R/W DED
I
C
A
T
I
O
N
36' FRON
T
YARD
SETBAC
K
31' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
41' FRONT
YARD
SETBACK 12.5
'
S
IDE
YARDSETBACK50' SIDE YARDSETBACK50' SIDE
Y
A
R
D
SETBACK
1
2
.
5
'
S
IDE
YARDSETBACKPROP 83' STORM
EASEMENT
20'
LANDSC
A
P
E
EASEME
N
T
PROP 30' S
A
N
I
T
A
R
Y
EASEMENT
P
R
O
P
3
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
PROP 20' STORM
EASEMENT
PROP 20' STORM
EASEMENTPROP 20'SANITARYEASEMENTPROP 20' STORM
EASEMENT
PROP GRAVEL PATH,
SEE LANDSCAPE
PLANS FOR DETAILS
N83°56'54"E - 152.47'
N83°56'54"E - 389.84'S13°14'25"E - 116.39'N76°33'00
"
E
-
2
1
5
.
8
8
'N21°46'09"E - 140.77'N75°48'41
"
E
-
1
3
1
.
6
2
'S20°11'31"E - 110.70'S70
°
2
3
'
1
5
"
E
-
8
2
.
7
7
'
S70
°
5
8
'
2
4
"
E
-
9
5
.
9
3
'
N87°42'49"E - 190.67'
N88°09'02"E - 192.68'S01°42'42"W20.60'N64°3
4'
2
0
"
E
-
3
6
7.
5
1'S01°42'42"W - 98.19'S06°54'37"W - 94.11'N88°12'27"E - 158.34'
N50°
4
7'
0
7"
E -
1
4
0.
9
0'S06°54'37"W - 106.85'S06°54'37"W - 142.46'N88°12'27"E - 404.04'
N88°12'27"E - 167.57'
S88°16'20"W - 435.20'N01°47'33"W - 51.68'S88°16'20"W - 355.09'
N74°16'2
7
"
E
-
2
5
8
.
7
8
'S15°33'22"E - 147.11'S15°33'22"E - 150.37'N29°16'27"E33.40'S15°33'22"E - 167.79'S74°16'2
7
"
W
-
1
0
6
.
5
8
'
L=175.77,R=121.00
N22°29'41"W
-
67
.71
'L=101.05,R=17
9
.
0
0
L
=
3
8
.
3
4
,R=60.00L=7
7
.
0
4,
R
=60.00
L=26.87, R=60.00
L=46.91, R=60.00L=62.64, R=60.00
L=38.98, R=121.00S22°29'41"E
-
67
.87
'L=38.29,R=179.00L=10
4.5
9,
R
=
1
7
9
.0
0
L=95 .97 ,R=179.00
L=21.17, R=179.00
N74°16'2
7
"
E
-
1
0
6
.
5
8
'N13°25'56"W - 249.38'N08°41'06"W - 83.09'2
AREA: 67,760 SF
(1.56 AC)
3
AREA: 68,609 SF
(1.58 AC)
4
AREA: 130,733 SF
(3.00 AC)
6
AREA: 56,744 SF
(1.30 AC)
7
AREA: 40,531 SF
(0.93 AC)
5
AREA: 58,218 SF
(1.34 AC)
R60'
R46'
B/CR75'B/C20'
LANDSC
A
P
E
EASEME
N
T
12.5' SIDE
Y
A
R
D
SETBACK
12.5' SIDE
Y
A
R
D
SETBACK
92' FRONT
YARD
SETBACK
65' FRONT
YARD
SETBACK
PROP 30' STORM
EASEMENTPROP 20'SANITARYEASEMENTPROP
SANITARY
EASEMENT
(VARIES)PROP 20'SANITARYEASEMENT
RESERVE A
AREA: 26,048 SF
(0.60 AC)R162'R138'R77'R77'
R162'
R44'
R44'PROP 20'SANITARYEASEMENT10+00
11+00
12+00
13
+
0
0
14+0015+0016
+
0
0
16
+
1
8BP: 10+00.00PC: 11+75.21PT: 13
+
9
3
.
1
1
PC: 14
+
6
0
.
9
9
PT: 15+63.05EP: 16+17.65L=124.12,R=60.002' SHARE
D
USE PAT
H
EASEME
N
T
2' SHAR
E
D
USE PAT
H
EASEME
N
T
N6
0
°
4
3
'
3
3
"
W
32
.
9
6
'
1
AREA: 40,116 SF
(0.92 AC)
PROP 20' STORM
EASEMENT180.3
'
79.1
5'
STOP S
I
G
N
HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:15 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 SP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES SITE PLAN5/25
SITE LEGEND
PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
CURB AND GUTTER
SIGN
HATCH LEGEND
CONCRETE SIDEWALK PER CITY OF
DUBLIN STANDARD CONSTRUCTION
DRAWING RD-05 TO BE CONSTRUCTED
BY DEVELOPER AT THE TIME OF STREET
CONSTRUCTION
PROPOSED SWALE
TOP=853.62' (3' LID)
w/RISER
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
TOP=836.17'
INV. 36" RCP N/S=819.42'
(77-003-CIP)
TOP=840.90'
INV. 36" NE/S=819.90'
(77-003-CIP)
2"
1"
2"
2"
PUMP HOUSE 2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRESinlet windowinlet window12" RCP12" CPP18"
R
C
P
24" RCP
cannot openEXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)WV
WV
WV
WV
4
2
10
124"
STM
1
8
"
S
TM
12" STM
8" SAN
8
7
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
10+00
11+00
12+00
13
+
0
0
14+0015+0016
+
0
0
16
+
1
8
101
10012" STMEX 12
"
S
T
M
E
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
EX 20' SAN
I
T
A
R
Y
EASEMENTDUBLIN ROADLIU COU
R
T
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
1
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
16
+
1
8
16
+
7
6
9+75
10+00
8" SAN
PROPOSED 20'
SANITARY SEWER
EASEMENT
12" STM
12
"
S
T
M
6
7
5
8
9
11
12" STM
12" STM
12
13 12" STM15
14
PROP 30' S
A
N
I
T
A
R
Y
EASEMENT
PROP 3/4"
WAT SERVICE
PROP 3/4"
WAT SERVICE
P
R
O
P
3
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
12" STM15" STM
PROP 83' STORM
EASEMENT
PROP 20' STORM
EASEMENT
PROP 20' STORM
EASEMENT
PROP 30' STORM
EASEMENTPROP 20'SANITARYEASEMENT8" WM
8"
W
M
8" WM
FIRE HYDRANT
STA:11+89.60
CL ELEV:843.81
PROP 30' STORM
EASEMENT
PROP 20'STORM
EASEMENT
2788
2772
PROP 6" SAN SERVICE
@ 2.08% MIN
2
3
6
2789
8" SAN8" SAN
8" SAN8" SAN
2
AREA: 67,760 SF
(1.56 AC)
3
AREA: 68,609 SF
(1.58 AC)
4
AREA: 130,733 SF
(3.00 AC)
6
AREA: 56,744 SF
(1.30 AC)
7
AREA: 40,531 SF
(0.93 AC)
5
AREA: 58,218 SF
(1.34 AC)20'
PROP
SANITARY
EASEMENT
(WIDTH VARIES)PROP 20'SANITARYEASEMENT8" SAN
9
1
AREA: 40,116 SF
(0.92 AC)
FIRE HYDRANT
STA:14+16.98
CL ELEV:834.78
PROP 20' STORM
EASEMENT
FIRE HYDRANT
STA:16+63.85
CL ELEV:829.68
AS PER
SANITARY
PLANS
AS PER
SANITARY
PLANS
AS PER
SANITARY
PLANS
PAD=852.00
PAD=852.00
REAR=842.00
PAD=847.00
REAR=837.00
PAD=837.00
REAR=827.00
PAD=842.00
PAD=852.00
10312" STM 102
104
36" S
T
M
105 12" STM106
HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 UP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UTILITY PLAN6/25
UTILITY LEGEND
GAS
SANITARY GRAVITY
SANITARY SERVICE
WATER
DOMESTIC WATER SERVICE
FIRE WATER SERVICE
ELECTRIC
TELECOMMUNICATION
FIBER-OPTIC
STORM SEWER
CATCH BASIN
SANITARY MANHOLE
FIRE HYDRANT
WATER VALVE
FIRE DEPARTMENT CONNECTION
WATER MAIN
FIRE HYDRANT
LIGHT POLE (BY OTHERS)
STM
WV
FDC
WM
7192
A
T
&
T
TOP
=
8
5
3.
6
2' (
3'
LI
D)
SW6
9
5
9
INTER
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RI
S
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R
OUTL
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T
TOP
=
8
2
8.
9
3'INV. 1
2"
S
P
P
=
8
2
7.
3
8'(ACC
O
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DI
N
G
T
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PI
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S
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P
T.
1
6
9
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TOP
=
8
3
6.
1
7'INV. 3
6"
R
C
P
N/
S
=
8
1
9.
4
2'(77-0
0
3-
CI
P)
TOP
=
8
4
0.
9
0'INV. 3
6"
N
E/
S
=
8
1
9.
9
0'(77-0
0
3-
CI
P)
PID:
2
7
3-
0
0
1
7
8
7-
0
0
BOU
L
D
E
R
S
A
T
S
CI
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T
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S
H
O
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S
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L
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7118
D
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B
LI
N
R
D
R
E
A
R
2.96
A
C
R
E
Scannot openEX D
RI
V
E
LOT
1
LUTH
E
R
MI
T
C
H
E
L
L'
S
S
CI
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T
O
S
H
O
R
E
S
P.B.
1
8,
P.
G.
3
7
CP90
0
TBM
1
WV
WV
WV
WV
10+0011+0012+
0
0
13+00
1
4
+
0
0
15+
0
0
16+00 16+18
4
5
10
2
1
24"
S
T
M
18" S
T
M8" SAN16+18 16+76
9+7510+00ON-SITE
PROJECT BEGIN
10+68.6, 0.0'
D
U
B
L
I
N
RO
A
D LIU COURT 24'F/F12.5' SIDE Y
A
R
D
SET
B
A
C
K
12.5
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S
IDE
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S
IDE
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2
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5
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S
I
D
E
Y
A
R
D
S
E
T
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K
1
2
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5
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R
E
A
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S
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T
B
A
C
K
EX 20'
S
A
NIT
A
R
Y
EAS
E
M
E
NT
36' FRONT
YARD
SETBACK
92' FRONT
YARD
SETBACK
65' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
36' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
40' YARD SIDE
SETBACK
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @ 2.08%
MIN
PROP 6" SAN
SERVICE @
2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN
PROP 6" SAN SERVICE
@ 2.08% MIN 58'R/WP
A
V
EM
E
N
T
R
E
P
L
A
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S
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1
5
1
0
8
7
16'8'
PRO
P 30'
S
A
NIT
A
R
Y
EAS
E
M
E
NT
1312
14
15
11
9
8
6
7
12" STM
12" STM
12
"
S
T
M
12" STM15" STM
12" STM 12" STM12" ST
M
8" SAN
E
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
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E
N
T
PROP 10'
R/W DE
DICATI
ON20'LANDSCAPE
EASEMENT
PROP 20' STORM
EASEMENT
PROP 20' STORM
EASEMENT
PROP 30' STORM
EASEMENT
LOT 2
67,760 SF
(1.56 AC)
LOT 3
68,609 SF
(1.58 AC)
LOT 4
130,733 SF
(3.00 AC)
RESERVE A
Area:26,051 SF
(0.60 AC)
PROP 6" SAN SERVICE
@ 2.08% MIN
8" WM8" WM
8"WM
8" WM
6
2
3
8" SAN
8" SAN8"
SAN
8" SAN
9
8" SAN
LOT 7
40,531 SF
0.93 AC
LOT 6
56,744 SF
1.30 AC
LOT 5
58,218 SF
1.34 AC
LOT 1
40,116 SF
0.92 AC
P
RO
P
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
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E
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PRO
P
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T
A
R
Y
EASE
M
E
N
T
(VARI
E
S)
3
PROP 20' STORM
EASEMENT
PAD=852.00
P
AD
=
8
5
2
.
0
0RE
AR
=
8
4
2
.
0
0
PAD=847.00
REAR=837.00
PAD=837.00
REAR=827.00
PAD=842.00
PAD=852.00
SCALE: H:1"=30', V:1"=8'
LIU COURT
820
830
840
850
860
870
820
830
840
850
860
870
-2.00%
-1.56%-1.56%
-4.00%GRADE BREAK STA = 10+00.00ELEV = 853.93GRADE BREAK STA = 10+10.67ELEV = 853.77 HIGH POINT EL =853.02
HIGH POINT STA = 10+58.21
PVI STA = 10+83.21
PVI EL = 852.63
K = 20.49
50.0' VC
BVCS: 10+58.21BVCE: 853.02EVCS: 11+08.21EVCE: 851.63 LOW POINT EL =837.67
LOW POINT STA = 14+76.13
PVI STA = 14+38.63
PVI EL = 838.42
K = 37.50
75.0' VC
BVCS: 14+01.13BVCE: 839.92EVCS: 14+76.13EVCE: 837.67853.93851.85849.37847.69845.90844.48842.85841.65841.02840.09839.49839.24838.61838.21838.02837.46836.54836.65836.88836.26835.54834.26833.01831.55829.68853.93853.54853.15852.69851.95850.96849.96848.96847.96846.96845.96844.96843.96842.96841.96840.96839.96839.04838.28837.69837.19836.69836.19835.69835.199+75 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25
EX GRADE
EX GRADE
828.71828.52827.22825.70834.84834.72834.33834.8316+18 17+00853.84853.939+75 10+00
ON-SITE PROJECT
(TYPICAL SECTION) BEGIN
STA=10+68.60
ELEV = 852.83
24"x8" TAPPING SLEEVE & VALVE
STA:9+84.06
CL ELEV:848.96
HORIZONTAL
8"-11.25° BEND
STA:10+38.36
CL ELEV:848.49
HORIZONTAL
8"-11.25° BEND
STA:10+62.02
CL ELEV:848.28 HORIZONTAL
8"-11.25° BEND
STA:11+75.21
CL ELEV:844.42
8"x6" TEE
STA:11+89.66
CL ELEV:843.77
HORIZONTAL
8"-11.25° BEND
STA:14+75.32
CL ELEV:833.02
HORIZONTAL
8"-22.5° BEND
STA:15+15.59
CL ELEV:832.12
HORIZONTAL
8"-22.5° BEND
STA:15+51.75
CL ELEV:831.32
HORIZONTAL
8"-22.5° BEND
STA:15+70.41
CL ELEV:830.86
12" STM
12" STM
8" WM @ 0.87%
8" WM @ 3.
4
6
%
8" WM @
3
.
6
2
%
8" WM @ 3.
6
2
%
8" WM @ 2.55%
8" WM @ 2.55%
HORIZONTAL
8"-22.5° BEND
STA:15+89.84
CL ELEV:830.22
HORIZONTAL
8"-22.5° BEND
STA:16+12.81
CL ELEV:829.60
HORIZONTAL
8"-22.5° BEND
STA:16+35.24
CL ELEV:829.60
HORIZONTAL
6"-22.5° BEND
STA:16+48.41
CL ELEV:829.60
HORIZONTAL
6"-22.5° BEND
STA:16+64.81
CL ELEV:829.60
8"x6" TEE
STA:16+67.06
CL ELEV:829.60
8" GATE VALVE
STA:16+67.68
CL ELEV:829.60
8" PLUG & THRUST BLOCK
STA:16+67.95
CL ELEV:829.604.5' MIN.COVER4.5' MIN.COVER4.5' MIN.COVER**
8"x6" TEE
STA:14+16.98
CL ELEV:834.59
PROFILE GRADE
VERT 1"=5'
HORZ 1"=30'
0
0
5
30
10
60
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:17 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES PLAN & PROFILE7/25
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
CURB
ROAD CENTERLINE
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
UTILITY LEGEND
SANITARY MAIN
SANITARY SERVICE
WATER
STORM SEWER MAINSTM
CATCH BASIN
HEADWALL
STORM MANHOLE
SANITARY MANHOLE
XX
XX
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
NOTES:
1.PROFILE VERTICAL DATUM NAVD '88.
2.THE WATER MAIN ALIGNMENT IS PROJECTED ONTO
THE CENTERLINE ALIGNMENT OF THE ROAD. THE
UTILITY CROSSINGS SHOWN DO NOT REPRESENT
THE CROSSINGS AT THE WATER MAIN, RATHER THE
CROSSING AT THE CENTERLINE (#).
3.SEE WATER COORDINATE TABLE ON SHEET 3.
#
#
7192 AT&T
BELL SYSTEMS
322A56
TOP=853.62' (3' LID)
SW6959
FRONTIER 7192
w/ELEC.&COMM. DROPS
w/RISER
OUTLET
INTERCOM
w/ELEC.&COMM. DROP
ELEC. RISER
OUTLET
OUTLET
MOUNTED ON TREE
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
TOP=836.17'
INV. 36" RCP N/S=819.42'
(77-003-CIP)
TOP=840.90'
INV. 36" NE/S=819.90'
(77-003-CIP)
2"
1"
2"
2"
PUMP HOUSE 2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66
TBOX
WOWWAY 7177 DUBLIN RD ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRESinlet windowinlet window12" RCP12" CPP18"
R
C
P
24" RCP
cannot openEXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)WV
WV
WV
WV
PAD=852.50
PAD=852.00
PAD=847.00
PAD=837.00
PAD=842.00
PAD=852.50
825
8308
2
6
8
2
7
828829831831835840840
8
4
0
831832833834836837838
839
825
830835835
835840826827828829831832833
833
833834834
834
836836836
837838839841
8
4
0
8
4
5
83
9
8
4
1
8
4
2
8
4
3
8
4
4
8
4
6
8
4
7
8
4
8
8
4
9
852853820825
8308358
4
0
8458508198
2
182282
3824
826827
828
829
831
832
8338348368378378378388398
4
184
2
8438448
4
6847848849 835840
845831832833834836837838839841842843
8448468478488498408458418428438448468
4
7
8358408458508348368378388398418428438448468478488498518
5
2
825821822823824826827828
835
835836
836837838
825
830
83
5
82282282282282282282282282
2
823824826827828829
831832833
834835836 825830
835
826827828829
831
832
833
834
836
REAR PAD=842.00
825830830830 8218228238248268278288298318328338
3
4 800805810815820 79879980180280380480680780880981181281381481681781881
9
8258308358408458
2
18228238248268278288298318328338348
3
6837
8388398418428438448468478488
7
1
8" SAN
840840840
845
850838
839
841
842
843
844
846
847
848
849
84984
9
8518528
5
3 840845839841842843844846850
846847848849
851
852840845850
838839841842843844846847848849851
840845
850 84184284384484
6
84
7
84
8
849
851851852853
84083783883984184184184284284284384483
5
8
3
6837838839 830
83
5
829
831
832
833834
8
3
6
8
3
7
46.50 HP
38.71 TC
39.21 TC
38.24 TC
24"
STM
2
10
5
1
850
849
851
852
853 850849851852853845
850
846
847
848
849
85185285385
3
85
0
84
784884985
1
8
5
2853DUBLIN ROADLIU COU
R
T
PROP 20'SANITARYEASEMENT830
828829
831832833
79212
11
14
15
4
8
9
6
7
820825817818819821822823824826827SEE LANDSCAPE
PLANS FOR PATH
AND WALL DETAILS
PROP 30' STORM
EASEMENT
E
X
2
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
PROP 83' STORM
EASEMENT
20'
LANDSC
A
P
E
EASEME
N
T
P
R
O
P
3
0
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
PROP 20'
STORM
EASEMENT
PROP 20' STORM
EASEMENTPROP 20'SANITARYEASEMENTEX 20' SANI
T
A
R
Y
EASEMENT
PROP 30' S
A
N
I
T
A
R
Y
EASEMENT
13
12" STM
12" STM
12"
STM
1
8
"
S
TM
12" STM
15" STM
12" STM12" STM
12" STM
8" SAN
34.28 TC
34.16 TC
34.02 TC
34.18 TC
35.22 TC
34.26 TC
31.98 TC
38.24 TC
42.64 TC
46.11 TC
46.12 TC
52.25 TC
48.19 TC
6
50.52 TC
2
83083
1832833834
3
34.11 TC
34.10 TC
REAR PAD=837.00
REAR PAD=827.00
830
830
831
835
831832833834
34.47 TC
37.00 TC
34.18 TC
9
3
36.42 TC
33.86
33.48
33.25 30.84
27.00 24.83
51.08
51.50 HP
50.71
41.00
1.00%2.00%32.73%16.22%8508518521.32%15.35%35.48
37.00
37.00
36.602.00%2.00%
36.60
31.26
0.83%
20.8610.37%
41.10 HP
40.45
40.73
1.89%1.00%840
837838839841
36.60
2.10%
35.94
42.08
45.59
48.816.35%8
3
5 83283383483
6
837838840845
837838839841842843
844
84
6
835840845832PAD=847.0052.50
49.67 7.85%52.00
48.433.83%4
7
.
0
0
4
5
.
1
5 2.66%
37.00
34.85
4.56%
42.00
38.01
4.08%51.08
4.57%51.64
51.77
49.46
34.25 HP
34.51
29.51
831
832
833
SEE DRIVE DETAIL SHEET 11
SEE CUL-DE-SAC DETAIL SHEET 10
SWALE, SEE DETAIL A
PROP 30' STORM
EASEMENT
HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:25 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 GP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES GRADING PLAN9/25
GRADING LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FFE=835.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
MATCH EXISTING ELEVATION
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
SLOPE ARROW
FLOW ARROW
FLOOD ROUTE
SWALE
835
834
835
834
10.00
100.00 TC
10.00 HP
10.00 ME
10.50
10.00
X.XX%
GRADING NOTE
ADD 800 TO ALL SPOT ELEVATIONS TO OBTAIN NAVD88
ELEVATIONS.
4 :1 MA
X
MINIMUM DEPTH = 2'
100 YR DEPTH = 1.22'
TYPICAL SWALE SECTION
NOT TO SCALE
6'8'8'
4:1
M
A
X
A 2'
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 7-3
820
830
840
850
820
830
840
850
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 2-1
815
820
830
840
815
820
830
840833.69835.04836.17837.07837.70837.62838.00838.99839.11839.61840.25839.96836.42836.93837.37837.74838.82839.72840.79841.94843.01844.24845.34845.76-0+200+001+002+003+003+20
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 11-10
820
830
840
850
820
830
840
850
SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 8-4
820
830
840
850
820
830
840
850
5
T.C. 842.64COC TYPE "C" MHAA-S102N: 770749.39E: 1796357.136
T.C. 846.11COC AA-S125AN: 770791.69E: 1796290.787
T.C. 846.12COC AA-S125AN: 770819.04E: 1796296.77STA: 0+8118" INV (SE): 833.9812" INV (NW): 834.4812" INV (E): 834.4815" INV (W): 834.23STA: 1+9312" INV (SE): 838.8712" INV (NW): 838.87STA: 2+7212" INV (SE): 842.2412" INV (N): 842.24STA: 3+0012" INV (S): 842.384
T.C. 838.24COC AA-S125AN: 770650.44E: 1796410.45STA: 0+0018" INV (NW): 833.003
T.C. 836.42COC TYPE "C" MHAA-S102N: 770591.92E: 1796465.81SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 9-4
820
830
840
850
820
830
840
850
837.27836.17838.24837.88-0+250+000+45
28' ~ 12" STM
@ 0.50%79' ~
1
2
"
S
T
M
@
4
.
2
8
%
112' ~
1
2
"
S
T
M
@
3
.
9
0
%
81' ~ 18" STM @ 1.22
%837.27838.27838.24837.57-0+250+000+45
4
T.C. 838.24COC AA-S125AN: 770650.44E: 1796410.45STA: 0+3015" INV (E): 834.359
T.C. 837.00COC CB AA-S133AN: 770638.95E: 1796382.7130' ~ 15" STM
@ 0.40%STA: 0+0018" INV (SE): 833.9812" INV (NW): 834.4812" INV (E): 834.4815" INV (W): 834.234
T.C. 838.24COC AA-S125AN: 770650.44E: 1796410.4528' ~ 12" STM
@ 0.50%STA: 0+2812" INV (W): 834.628
T.C. 838.34COC AA-S125AN: 770661.15E: 1796436.32STA: 0+0018" INV (SE): 833.9812" INV (NW): 834.4812" INV (E): 834.4815" INV (W): 834.23830.03830.95833.11835.22835.47834.76-0+150+000+70 STA: 0+0012" INV (SW): 830.4010
T.C. 835.22COC TYPE "C" MHAA-S102N: 770555.11E: 1796500.5756' ~ 12" STM
@ 0.70%STA: 0+5612" INV (NE): 830.7911
T.C. 834.47COC CB AA-S133AN: 770506.50E: 1796472.42SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 15-14
820
830
840
850
820
830
840
850
827.13828.15834.30833.91-0+150+000+50 STA: 0+3212" INV (SW): 830.5632' ~ 12" STM
@ 0.50%STA: 0+0012" INV (NE): 830.4014
T.C. 834.30COC TYPE "C" MHAA-S102N: 770537.87E: 1796569.4615
T.C. 834.18COC AA-S125AN: 770566.57E: 1796583.17SCALE: H:1"=30', V:1"=5'
STORM SEWER PROFILE 13-12
820
830
840
850
820
830
840
850
828.45834.16-0+300+000+30 STA: 0+1712" INV (NW): 830.4913
T.C. 834.18COC AA-S125AN: 770509.41E: 1796552.1117' ~ 12" STM
@ 0.50%STA: 0+0012" INV (SE): 830.4012
T.C. 834.16COC AA-S102N: 770520.96E: 1796539.31828.19828.41827.97827.50832.48834.58-0+150+000+90 STA: 0+7024" INV (SE): 828.002
T.C. 834.02COC TYPE "C" MHAA-S102N: 770519.76E: 1796556.1160' ~ 24" STM
@ 0.84%STA: 0+1024" INV (NW): 827.50STA: 0+1024" INV (NW): 827.501
COC HW AA-S168N: 770472.11E: 1796591.75*********
*****
**
***
8" SAN
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
PROPOOSED
UNDERGROUND
DETENTION
CHAMBERS
(SC-800)
STORM SEWER STRUCTURE TABLE
STRUCTURE NO
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
STRUCTURE TYPE
COC AA-S125A
COC TYPE "C" MH
AA-S102
COC AA-S125A
COC AA-S102
COC CB AA-S133A
COC TYPE "C" MH
AA-S102
COC CB AA-S133A
COC AA-S125A
COC AA-S125A
COC AA-S125A
COC TYPE "C" MH
AA-S102
COC AA-S125A
COC TYPE "C" MH
AA-S102
COC TYPE "C" MH
AA-S102
COC HW AA-S168
LID/ GRATE TYPE
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
AA-S111
NORTHING
770566.5691
770537.8708
770509.4102
770520.9617
770506.4970
770555.1150
770638.9511
770661.1492
770819.0427
770791.6892
770749.3899
770650.4365
770591.9197
770519.7601
770472.1136
EASTING
1796583.1735
1796569.4584
1796552.1115
1796539.3101
1796472.4152
1796500.5652
1796382.7100
1796436.3153
1796296.7742
1796290.7781
1796357.1279
1796410.4457
1796465.8073
1796556.1072
1796591.7461
AS-BUILT
NORTHING
AS-BUILT
EASTING
VERT 1"=5'
HORZ 1"=20'
0
0
5
20
10
40
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:21 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM PRF.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES STORM PROFILE8/25
FACE OF CURB
BACK OF CURB
INSERTION POINT OF
CURB INLET = T.C.
(TOP OF CASTING)
STORM SEWER PROFILE NOTES:
1.PROFILE VERTICAL DATUM NAVD '88.
2.ALL STORM STRUCTURES ARE ODOT STANDARD
STRUCTURES UNLESS OTHERWISE NOTED.
3.MAINTAIN A MINIMUM OF 18" VERTICAL AND 10'
HORIZONTAL CLEARANCE FROM WATERLINES.
4.ALL BACKFILL SHALL BE COMPACTED TO THE DENSITY
OF THE EXISTING GROUND UNLESS OTHERWISE NOTED:
*COMPACTED BACKFILL PER ODOT CMS ITEM 611
**COMPACTED GRANULAR BACKFILL PER ODOT CMS
ITEM 611
5.ALL FILLS ARE TO BE PLACED A MINIMUM OF 2.5' ABOVE
THE PROPOSED STORM SEWER PER ODOT CMS ITEM
203 PRIOR TO THE START OF STORM SEWER
CONSTRUCTION. HATCH BELOW FOR REFERENCE.
6.ALL STORM STRUCTURES WITHIN PAVEMENT LIMITS
SHALL HAVE HEAVY DUTY TRAFFIC RATED GRATES.
7.NORTHING AND EASTING OF CURB AND GUTTER INLETS
ARE IN REFERENCE TO THE BACK OF CURB UNLESS
OTHERWISE NOTED.
8.T.C. (TOP OF CASTING) ELEVATION AND LOCATION FOR
ALL CURB AND GUTTER INLETS IS IN REFERENCE TO
THE BACK OF CURB ELEVATION.
9.PIPE RUNS DENOTED WITH A (++) ARE TO HAVE
SANITARY GRADE PIPE PER ODOT CMS 611 WITH JOINTS
PER ODOT CMS 748.01/748.02.
GUTTER
TOP OF CASTING
ELEV.=834.02
(DUBLIN ST-03)
24" STM
12" INV
=828.00
1.6"Ø WQ
ORIFICE
INV=828.00
24" INV
=829.17
SIDE VIEW
TOP OF WALL
ELEV=830.30
100 YEAR PEAK
ELEV=832.20
6'
1.6"Ø WQ ORIFICE
828.00
FRONT VIEW
6'
24" INV
=828.00
SUMP ELEV.
=826.00
STORMRAX
FLAT ROOF
RECTANGULAR
RACK OR
EQUIVALENT
STORMRAX
FLAT ROOF
RECTANGULAR
RACK OR
EQUIVALENT
8"
24" STM
OUTLET STRUCTURE DETAIL - MODIFIED COC AA-S102 MH - STRUCTURE (2)
NOT TO SCALE
TOP OF CASTING
(SOLID LID FLUSH WITH TOP OF
CATCH BASIN)
TOP OF CASTING
(SOLID LID FLUSH WITH
TOP OF MANHOLE)
STEPS
8" WIDE WEIR
WALL
24"
STM
STEPS
24
"
S
T
M
TOP VIEW 24" STMB
1.5
6
%1.56%1.56%2
10
N:770553.52
E: 1796539.06
10' (
T
Y
P)1.56%1.55%34.18 TC
36.
4
3
34
.
8
4
35
.
4
0
34.5234.15 HP34.90
34.
1
5
34.19
1
5+
0
0
16
+
0
0
16
+
1
8
16
+
1
8
16
+
7
6
1.56
%
37.5
0
37.4
6
37.2
8
1.55
%
37.3
1
37.0
9
36.
0
6
34.87
37.2
8
36.
6
8
36.
7
8
37.6
8
37.9
4
38.0
3
37.6
5
37.9
0
38.0
0
1.56
%
1.56
%2.00%1.56%1.56%2.00%2.18%2.18%1.86%1.84%
1
.
8
5%
37.0
9
36
.
4
9
36
.
7
4
36
.
8
3
36
.
1
1
36
.
3
0
2.
4
3%
3
2
1
3
12
13
14
15
2.39%2.44%
2.37%
1
.
0
0%1.00%1.00%
1.00%
2
.
2
3%34.7834.8734.18 TC
34.
5
2
34.
7
7
34.
8
7
34
.
1
5
34
.
5
3
34
.
7
8
34
.
8
7
2.0
0
%
2.0
0
%
2
.
0
0%
11
34.02 TC
34.30 TC
34.16 TC
34.47 TC
35.22 TC
36.42 TC
34.10 TC
34.11 TC
34.26 TC
36.85
36.61
36.36
35.88
35.64
35.40
35.16
34.92
34.69
34.45
34.08
33.98
33.88
33.83
33.93
34.03
34.07
33.97
33.87
33.84
33.94
34.04
34.35
34.58
34.80
35.03
35.28
35.52
35.77
36.01
36.22
36.41
36.59
36.78
36.96
1
0
'
(
T
Y
P
)
9.
1
2
'
10.8
3
'8.24'11.71'7.
3
6
'
12.5
9
'7.5'
12
.
4
8
'
4.
0
9
'
5.
9
1
'
10' (TYP)
10' (TYP)
LI
U
C
O
U
R
T
34.79
34.75
HORZ 1"=10'0 10 20
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 11:48 AM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 INT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES CUL-DE-SACDETAIL10/25
GRADING LEGEND
FFE=110.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
SLOPE ARROW
SWALE
10.00
100.00 TC
10.00 HP
X.XX%
GRADING NOTE
ADD 800 TO ALL SPOT ELEVATIONS TO OBTAIN NAVD88
ELEVATIONS.
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS
CREW: PIPE OUTLETS @ PT. 1695)
36" OAK
2"
2"
2"
2"
36" BOXELDER
MULCH & FLOWERS
LANDSCAPING AREA
EX DRIVE
14+0038.0
3
38.24
T
C
38.24
T
C4
8
38.79
38.69
39.01
39.10
38.31
38.21
38.09
38.01
38.44
38.53
40.20
40.30
39.45
39.95
37.69
38.19
4.50%
1.56%
36.16
35.04
32.54 ME
32.22 ME
31.18 ME
30.62 ME
32.72
34.15
35.76
38.25
38.99
3.42%4.79%2.06%
38.34
39.13
38.7338.7038.6138.3825'11'
37.89
38.39
37.97
38.05
38.56
38.65
38.66
39.16
38.25
38.34
2.00%
39.58
37.81
1.56%
1.56%
32.12
8
3
5
831832833
83483
6
8378388
3
5
83
3
8338
3
4
8
3
6
83083083583183283383483683
0
8358
3
1
832833834836837835836837838835831832833834836837835840832832833834836837838839841842843844
835840832
833834836837838839841842
843
844
840838839LIU
COURT3'3'3.69%
1.97%
4.42%5.63%6.43%5.58%
HORZ 1"=10'0 10 20
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 11:56 AM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 DRIVEWAY DETAIL.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DRIVEWAY DETAIL11/25
GRADING LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FFE=835.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
MATCH EXISTING ELEVATION
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
SLOPE ARROW
FLOW ARROW
FLOOD ROUTE
SWALE
835
834
835
834
10.00
100.00 TC
10.00 HP
10.00 ME
10.50
10.00
X.XX%
DRIVEWAY DETAIL
GRADING NOTE
ADD 800 TO ALL SPOT ELEVATIONS TO OBTAIN
NAVD88 ELEVATIONS.
w/RISER ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRES
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900
TBM1
CP947
CP9950
825
830835840
826
827
8
2
8
829831
83
2
833834836837
838839
841 8358
3
3833834 8
3
4836837 830
827828829
831832833834
850
8
5
0
84
8849849
851
851
852
852
853
853
85485485485
4
82082583083584084581982182282382682782882983183283383483
6837838839841842843844846847848 830
830
830
830835835
840840
845845850831
831832
8
3
2
833
833834834
836836837837838838839839
8418418428428438438448448468468478478488488498498518528538
2
0
825
8
3
0835840845
8188198198198
2
1
82
2823824826
8
2
7
8
2
8
8
2
9
8
3
1
8
3
2833834836837838839841842843844846847848849 820825830835840821822823824826827828829831831831832833834836837838839840
84
5
836
837
838
839
84
1
84
2
84
3
84
4
8
4
6
8
4
7
8
4
8
830
835
840
831
832
833
834
836
837
838
839
7657707757807857907958008058108158
20 765770775780785790795800805810815820765770775780785790795800805810815820765770775780785790795800805810
8158208258308358
4
0
845850829831
832
8338348368378378378388398
4
1
8
4
2
8438448
4
6847848849
851WV
WV
WV
WV
CWA
A
14
B
14
D
14
8
1
7
6 2789
9
2772
2
3
5
10
2
1
9
3
12
14
11
BD
BD
BD
BD
BD
BD
6
7
4
8
13
15
DB
DB
845
850
850
844846847848
848848849849851
851
852
852
8
5
38538538
5
3
841841
842
842843
841842843840 836837838839841 835840836837838839841842840845850
838839841842843844846847848849851852 84
0
845850
8
3
9
84
1
842843844
84684784884985
1
8
5
2
8358408458508348368378388398418428438448468478488498518
5
2
82583083
5
821822823824826827828
829
831
832833
834
8
3
6
8
3
68368378388
3
5
832
83283383483
6
837838840845
841842
843
844
84
6
850
847848
849851852 830
835
840
845
850826827828829
831
832
833
834
836
837
838
839
841
842
843844
846
847
848
849
851852835
84084583
6
8
3
7
8388398418428438448
4
6
830835 831832833834
836
8
3
2
825
830
822823824826827
828829831
83
2
790
79580080581081582079282082581781881982182282382482683
5 831836837
838839835836837838
839836
830
828829
831832833834
CDCDCD8458448468478488
5
0
84
9
851SEDIMENT TRAP
83
1
832
833CD D
14
G
15CDCDCDE
14
E
14
817
820
823
LOT 7
40,531 SF
0.93 AC
PAD=852.50
LOT 1
40,116 SF
0.92 AC
PAD=852.50
LOT 2
67,760 SF
(1.56 AC)
PAD=852.00
REAR=842.00
LOT 3
68,609 SF
1.58 AC
PAD=847.00
REAR=837.00
LOT 4
130,733 SF
3.00 AC
LOT 5
58,218 SF
1.34 AC
PAD=837.00
REAR=827.00
LOT 6
56,744 SF
1.30 AC
PAD=842.00CD22'22'HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL PLAN12/25
EROSION CONTROL LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
SILT FENCE
SWALE
CONCRETE WASHOUT AREA
CHECK DAM
DANDY BAG INLET PROTECTION
BEAVER DAM INLET PROTECTION SILT
FENCE INLET PROTECTION
INSTATURF SHEARFORCE 10 OR
APPROVED EQUAL
STABILIZED CONSTRUCTION ENTRANCE
XXX
XXX
XXX
XXX
CWA
CD
DB
BD
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL NOTES13/25
EROSION CONTROL NOTES:
1.ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING
OPERATIONS. ALL APPLICABLE GOVERNING AGENCIES MUST BE NOTIFIED UPON
COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION FACILITIES AND PRIOR
TO ANY GRADING OPERATION BEING COMMENCED. IF DAMAGED OR REMOVED DURING
CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE
AT THE END OF EACH WORK DAY.
2.ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE GOVERNING AGENCIES;
BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR
REQUEST.
3.FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE
ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO
PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO
PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE
CONVEYORS.
4.SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES,
DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE
SITE VIA THE ACCESS ROADS. SITE-ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED
WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS.
5.SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED
DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY
GOVERNING AGENCIES, THROUGHOUT THE DURATION OF CONSTRUCTION.
6.DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS
REQUIRE AND/OR AS DIRECTED BY THE GOVERNING AGENCIES.
7.ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION
OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE
OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED
TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD
CONDITIONS ALLOW ACCESS.
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS
POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED SHALL BE SODDED. AREAS
THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE TEMPORARILY
SEEDED AND MULCHED AS REQUIRED BY GOVERNING AGENCIES.
9.RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS
PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER
CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT
FENCE OR SEDIMENT PROTECTION DEVICES SHALL BE INSTALLED AND MAINTAINED
AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS
RESTORED.
10.EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE
PERIMETER OF ALL LAKES, PONDS, AND WETLANDS, IF ANY WITHIN OR ADJACENT TO THE
AREA TO BE GRADED UNTIL THE AREA TRIBUTARY TO THE LAKE, POND, OR WETLAND IS
RESTORED.
11.TO MINIMIZE EROSION, ALL 3:1 SLOPES OR GREATER SHALL BE COVERED WITH A
TEMPORARY EROSION CONTROL BLANKET OR STAKED SOD.
12.ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES,
PONDS, WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF
GRADING ACTIVITIES, AT NO ADDITIONAL COST TO OWNER.
13.EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS
RECEIVED FINAL STABILIZATION.
14.THIS PLAN MUST BE POSTED ON SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED
EPA STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON
SITE AT ALL TIME.
SEDIMENT AND EROSION CONTROL NOTES:
MAINTENANCE & INSPECTION PROCEDURES:
ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24
HOURS FOLLOWING ANY STORM EVENT OF 0.5INCHES OR GREATER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE SEDIMENTATION AND EROSION
CONTROL FEATURES ON THIS PROJECT. ANY SEDIMENT OR DEBRIS WHICH REDUCES THE
EFFICIENCY OF A CONTROL FEATURE SHALL BE REMOVED IMMEDIATELY. SHOULD A
STRUCTURE OR FEATURE BECOME DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE
AT NO ADDITIONAL COST TO THE OWNER AND IT SHALL BE INITIATED WITHIN 24 HOURS OF
REPORT.
TEMPORARY SEEDING AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR
BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION, AND A
WRITTEN LOG MUST BE KEPT. THIS LOG SHALL INDICATE THE DATE OF THE INSPECTION,
NAME OF THE INSPECTOR, WEATHER CONDITIONS, OBSERVATIONS, ANY CORRECTIVE
ACTIONS TAKEN, AND BE SIGNED IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES
PERMIT. ANY CONTROL MEASURE MUST BE REPAIRED/REPLACED WITHIN THREE DAYS OF
INSPECTION.
PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL BE
TRAINED IN ALL INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE
EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. A WRITTEN
DOCUMENT CONTAINING THE SIGNATURES OF ALL CONTRACTORS AND SUBCONTRACTORS
INVOLVED IN THE IMPLEMENTATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES
MUST BE MAINTAINED AS PROOF ACKNOWLEDGING THAT THEY REVIEWED AND UNDERSTAND
THE CONDITIONS AND RESPONSIBILITIES OF THE PLAN. THE DOCUMENT SHALL BE CREATED
BY THE CONTRACTOR SIGNED PRIOR TO THE START OF CONSTRUCTION.
DISPOSAL OF SOLID/SANITARY/TOXIC WASTE:
SOLID, SANITARY, AND TOXIC WASTE MUST BE DISPOSED OF IN A PROPER MANNER IN
ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS
IT IS PROHIBITED TO BURN, BURY, OR POUR OUT ONTO THE GROUND OR INTO A STORM
SEWER WATER CONVEYANCE ANY SOLVENTS, PAINTS, STAINS, GASOLINE, DIESEL FUEL, USED
MOTOR OIL, HYDRAULIC FLUID, ANTIFREEZE, CEMENT CURING COMPOUNDS, AND OTHER
SUCH SOLID AND HAZARDOUS WASTES.
ANY RINSE WATERS OF SUCH MATERIAL ARE ALSO PROHIBITED FROM BEING PLACED WHERE
THEY MAY ENTER DRAINAGEWAYS.
WASH OUT OF CEMENT TRUCKS SHOULD OCCUR IN A DIKED, DESIGNATED AREA, AWAY FROM
ANY CONVEYANCE CHANNEL.
COORDINATE WASH OUT AREA WITH CONSTRUCTION MANAGER.
CONTRACTORS RESPONSIBILITIES:
THIS PLAN MUST BE POSTED ON-SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED EPA
STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON-SITE AT
ALL TIMES.
DETAILS HAVE BEEN PROVIDED ON THE PLANS IN AN EFFORT TO HELP THE CONTRACTOR
PROVIDE EROSION AND SEDIMENTATION CONTROL. THE DETAILS SHOWN ON THE PLAN SHALL
BE CONSIDERED A MINIMUM. ADDITIONAL OR ALTERNATE DETAILS MAY BE FOUND IN THE
ODNR MANUAL "RAINWATER AND LAND DEVELOPMENT". THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER
CONTROL OF EROSION AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER
MAINTENANCE AND INSPECTION IN COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER. THE
SCHEDULE SHOULD INCLUDE A SEQUENCE OF THE PLACEMENT OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES THAT PROVIDES FOR CONTINUAL PROTECTION OF THE SITE
THROUGHOUT EARTH MOVING ACTIVITIES.
PRIOR TO CONSTRUCTION OPERATIONS IN A PARTICULAR AREA, ALL SEDIMENTATION AND
EROSION CONTROL FEATURES SHALL BE IN PLACE. FIELD ADJUSTMENTS WITH RESPECT TO
LOCATIONS AND DIMENSIONS MAY BE MADE BY THE ENGINEER AND/OR THE OHIO EPA.
THE CONTRACTOR SHALL PLACE INLET PROTECTION FOR THE SEDIMENTATION CONTROL
IMMEDIATELY AFTER CONSTRUCTION OF THE CATCH BASINS OR INLETS WHICH ARE NOT
TRIBUTARY TO A SEDIMENT BASIN OR DAM.
IT MAY BECOME NECESSARY TO REMOVE PORTIONS OF SEDIMENTATION CONTROLS DURING
CONSTRUCTION TO FACILITATE THE GRADING OPERATIONS IN CERTAIN AREAS. HOWEVER,
THE CONTROLS SHALL BE REPLACED UPON GRADING OR DURING ANY INCLEMENT WEATHER.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT OFFSITE TRACKING OF
SEDIMENTS BY VEHICLES AND EQUIPMENT IS MINIMIZED. ALL SUCH OFFSITE SEDIMENT SHALL
BE CLEANED UP DAILY.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO SOLID OR LIQUID WASTE IS
DISCHARGED INTO STORM WATER RUNOFF. UNTREATED SEDIMENT-LADEN RUNOFF SHALL
NOT FLOW OFFSITE WITHOUT BEING DIRECTED THROUGH A CONTROL PRACTICE.
CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS
CONCRETE INTO OR ALONG SIDE RIVERS, STREAMS, CREEKS, NATURAL OR MAN-MADE
CHANNELS OR SWALES LEADING THERETO. CONCRETE WASH WATER AND SURPLUS
CONCRETE SHALL BE CONFINED TO APPROVED AREAS. AFTER SOLIDIFYING THESE WASTED
MATERIALS SHALL BE REMOVED FROM THE SITE.
POST FLOOD EVENT SITE MAINTENANCE:
FOLLOWING A FLOOD EVENT, INSPECT ALL MECHANICAL EQUIPMENT THAT ARE LOCATED ON
THE SITE FOR ANY DAMAGES. WALLS AND WALL PENETRATIONS SHALL ALSO BE CHECKED
FOR CRACKS AND LEAKS AND REPAIRED AS NECESSARY. ALL DEBRIS THAT MAY HAVE
ACCUMULATED ALONG THE SITE SHALL BE GATHERED AND DISPOSED OF ACCORDING TO
CITY STANDARDS. CHECK AND ENSURE THAT ALL DRAINAGE STRUCTURES ARE IN STANDARD
OPERATION AND REPAIR ANY DAMAGES OR CLOGS THAT MAY HAVE OCCURRED DURING
FLOODING.
STABILIZATION PROCEDURES
CONTRACTOR SHALL BE RESPONSIBLE TO KEEP A RECORD OF DATES WHEN MAJOR GRADING
ACTIVITIES OCCUR, WHEN EARTH DISTURBANCE HAS TEMPORARILY OR PERMANENTLY
CEASED ON A PORTION OF THE SITE, AND WHEN STABILIZATION MEASURES HAVE BEEN
INITIATED. THE LIMITS OF SEEDING AND MULCHING ARE AS SHOWN WITHIN THE PLAN AS
INDICATED BY THE LIMITS OF DISTURBANCE. ALL AREAS NOT DESIGNATED TO BE SEEDED
SHALL REMAIN UNDER NATURAL GROUND COVER. THOSE AREAS DISTURBED OUTSIDE THE
SEEDING LIMITS SHALL BE SEEDED AND MULCHED AT THE CONTRACTOR'S EXPENSE.
TEMPORARY STABILIZATION
TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITY CEASES FOR AT LEAST 14 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND
MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.
DISTURBED AREAS WITHIN 50 FEET OF A STREAM, FIRST ORDER OR LARGER, SHALL BE
STABILIZED WITHIN 2 DAYS OF INACTIVITY. TEMPORARY STABILIZATION MUST BE APPLIED TO
ANY AREA OF THE SITE WHICH WILL REMAIN IDLE OVER THE WINTER. THE TEMPORARY SEED
SHALL BE RYE (GRASS) APPLIED AT A RATE OF 25 LBS PER 1000 SY. PRIOR TO SEEDING, 900
LBS OF GROUND AGRICULTURAL LIMESTONE AND 200 LBS OF 10-20-20 FERTILIZER SHALL BE
APPLIED TO EVERY 1000 SY STABILIZED. IMMEDIATELY AFTER ANY GIVEN AREA IS SEEDED,
STRAW OR HAY SHALL BE EVENLY PLACED OVER ALL SEEDED AREAS. TWO TONS PER ACRE
FOR STRAW, OR 3 TONS PER ACRE FOR HAY SHALL BE PLACED WHEN SEEDING IS
PREFORMED BETWEEN THE DATES OF MARCH 15 AND OCTOBER 15. THREE TONS PER ACRE
STRAW, OR 4.5 TONS PER ACRE FOR HAY, SHALL BE PLACED WHEN SEEDING IS PREFORMED
BETWEEN THE DATES OF OCTOBER 15 AND MARCH 15 OF THE SUCCEEDING YEAR. IF
DORMANT SEEDING IS BEING USED FOR STABILIZATION, SEED SHALL BE PLANTED AFTER
NOVEMBER 20. AREAS TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING
STONE BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED.
IN ADDITION TO TEMPORARY SEEDING, THE CONTRACTOR SHALL PLACE A FILTER FABRIC
BARRIER AROUND THE BASE OF ALL SOIL STOCKPILES.
PERMANENT STABILIZATION
DISTURBED PORTIONS OF THE SITE WHEN CONSTRUCTION HAS COMPLETED, OR PORTIONS
THAT WILL REMAIN DORMANT FOR LONGER THAN ONE YEAR, SHALL BE STABILIZED WITH
PERMANENT SEED NO LATER THAN 7 DAYS AFTER FINAL GRADE HAS BEEN ESTABLISHED. THE
PERMANENT SEED MIX SHALL CONSIST OF 260 LBS/ACRE OF TURF TYPE TALL FESCUE. PRIOR
TO SEEDING, APPLY COMMERCIAL FERTILIZER AT THE RATE OF 1 LB ACTUAL NITROGEN PER
1000 SF. FERTILIZER TO HAVE 20-22-14 ANALYSIS. AFTER SEEDING, EACH AREA SHALL BE
MULCHED USING TURFIBER (OR EQUIVALENT) AT A RATE OF 2000 LBS PER ACRE WITH 50 LBS
OF TURFIBER ADDED PER 100 GALLONS OF MACHINE CAPACITY. KEEP HYDROMULCH FROM
NON-TARGET AREAS INCLUDING PAVEMENT, PLANT MATERIALS, CURBING, AND STRUCTURES.
IF THESE SURFACES ARE HIT DURING HYDROMULCHING OPERATIONS, WASH THE SURFACE
IMMEDIATELY.
IF SEASONAL CONDITIONS PROHIBIT THE ESTABLISHMENT OF VEGETATIVE COVER, OTHER
METHODS OF STABILIZATION, SUCH AS MULCHING WITH A TACKIFIER OR MATTING, MUST BE
EMPLOYED AND MAINTAINED UNTIL A MORE PERMANENT METHOD CAN BE IMPLEMENTED.
SITE NARRATIVE
EXISTING SITE CONDITIONS:1 RESIDENTIAL BUILDING AND DRIVEWAY; GRASS.
PROJECT DESCRIPTION:ACTIVITIES INCLUDE THE CONSTRUCTION OF A SINGLE FAMILY REDEVELOPMENT (7
DWELLING UNITS, 6 NEW HOMES, ASSOCIATED UTILITIES, DRIVES, SIDEWALK AND
PAVEMENT IMPROVEMENTS, AND AN UNDERGROUND DETENTION SYSTEM.
APPROXIMATELY 6.82 ACRES OF THE SITE WILL BE DISTURBED.
RECEIVING STREAM:SCIOTO RIVER.
DISTURBED AREA:6.54 ACRES
SITE BMPS:FINAL LOCATIONS OF ALL SITE BMPS, INCLUDING DUMPSTERS, VEHICLE FUELING
AREAS, CONCRETE TRUCK WASH, MATERIAL STORAGE, AND TOPSOIL STOCKPILES
SHALL BE DETERMINED BY CONTRACTOR. IF FINAL LOCATION OF BMPS DIFFER FROM
THE LOCATIONS SHOWN, CONTRACTOR SHALL MODIFY SWPPP AND INFORM OHIO EPA
OF NEW LOCATIONS OF BMPS.
ADJACENT AREAS:EAST: SCIOTO RIVER
NORTH: RESIDENTIAL HOMES
WEST: DUBLIN ROAD
SOUTH: RESIDENTIAL HOMES
GRADING REQUIREMENTS:DISTURBED AREAS WILL BE PROTECTED BY SILT FENCE, ROCK CHECK DAMS, AND
TEMPORARY SEDIMENT TRAPS AS SHOWN ON THE PLAN. AREAS WILL BE STABILIZED
WHEN GRADED TO PREVENT EROSION ON THE SITE.
EROSION & SEDIMENT A COMBINATION OF MEASURES WILL BE USED TO PROVIDE EROSION & SEDIMENT
CONTROL MEASURES:CONTROL, INCLUDING SILT FENCE AND SEEDING.
PROVIDE INLET PROTECTION AT ALL NEW AND EXISTING DRAINAGE STRUCTURES.
ANY OFF SITE BORROW OR SPOIL AREAS SHALL BE SUBJECT TO THE REQUIREMENTS
SET FORTH BY THE OHIO EPA. ALL EROSION AND SEDIMENT CONTROL MEASURES FOR
OFF-SITE AREAS NOT COVERED BY A SEPARATE NOI OR SWPPP SHALL BE
COORDINATED WITH THE OHIO EPA.
ALL TRENCH OR EXCAVATION GROUNDWATER CONTAINING SEDIMENT MUST BE
EFFECTIVELY TREATED PRIOR TO DISCHARGE INTO THE STORM SEWER SYSTEM.
USE ALL MEANS NECESSARY TO CONTROL DUST ON THE SITE AND PREVENT TRACKING
SOIL OFF SITE.
PERMANENT STABILIZATION:THE SITE WILL BE STABILIZED BY THE USE OF SEEDING OR SODDING IN LAWN AREAS.
MAINTENANCE:ALL EROSION CONTROL DEVICES ARE TO BE INSPECTED BY THE CONSTRUCTION
SUPERINTENDENT WEEKLY AND AFTER SIGNIFICANT RAINFALLS. ANY DAMAGED
FACILITIES ARE TO BE REPLACED OR REPAIRED IMMEDIATELY AS MAY BE NECESSARY.
GENERAL CONSTRUCTION (UNLESS NOTED OTHERWISE, ALL EROSION AND SEDIMENT CONTROL MEASURES
SEQUENCE:FROM THE BEGINNING OF EARTH DISTURBING ACTIVITIES TO FINAL COMPLETION OF
THE PROJECT ARE THE RESPONSIBILITY OF THE CONTRACTOR)
1.ESTABLISH CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT CONSTRUCTION
AREA.
2.CONSTRUCT TEMPORARY SEDIMENT CONTROLS AND PERIMETER EROSION
CONTROL MEASURES, INCLUDING SEDIMENT BASINS, TEMPORARY OUTLET
STRUCTURE, CONSTRUCTION ENTRANCE, AND SILT FENCE. MEASURES SHALL BE
IMPLEMENTED AS THE FIRST STEP OF GRADING AND WITHIN 7 DAYS OF FIRST
GRUBBING.
3.CLEAR AND GRUB
4.STRIP AND STOCKPILE TOPSOIL. SEED STOCKPILES. PROVIDE PERIMETER SILT
FENCE AT TOE OF STOCKPILE SLOPE.
5.PERFORM ROUGH GRADING AND EXCAVATION. STABILIZE AREAS AS INDICATED
HEREIN.
6.INSTALL STORM SEWERS, OUTLET STRUCTURE, AND INLET FILTERS.
7.COMPLETE ALL PAVEMENT ACTIVITIES.
8.COMPLETE FINE GRADING OF SEEDED AREAS AND STABILIZE DISTURBED AREAS.
9.ONCE FINAL SEED HAS BEEN ESTABLISHED, CONTRACTOR TO REMOVE
TEMPORARY EROSION CONTROL MEASURES AND CLEAN ALL SEDIMENT FROM
STRUCTURES AND PAVEMENT. SEDIMENT/WATER QUALITY BASIN SHALL BE
CLEANED OF ALL ACCUMULATED SEDIMENT AND RESTORED TO THE ORIGINAL
DESIGN CONTOURS SHOWN ON THESE PLANS.
10.PRIOR TO FINISHING WORK, ALL AREAS OF THE SITE DISTURBED BY
CONSTRUCTION ACTIVITY (INCLUDING, BUT NOT LIMITED TO MATERIAL STORAGE
AREAS, TRAILER AREAS, FUELING AREAS, TRUCK WASH AREAS, EQUIPMENT
PATHS, HAUL ROADS, ETC.) SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS,
OR IF IN AREAS OF PROPOSED IMPROVEMENTS, TO THEIR PROPOSED CONDITIONS.
ALL STONE, TRASH, AND DEBRIS SHALL BE REMOVED FROM THE SOIL. THE UPPER
12" OF SOIL SHALL BE SCARIFIED, AND AREA SHALL BE GRADED TO SUBGRADE
WITH SUITABLE MATERIALS. FURNISH 6" MINIMUM OF TOPSOIL AND SEED ALL
AREAS.
SCHEDULE:THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER.
SEDIMENTATION AND EROSION CONTROL FEATURES SHALL BE PLACED IN
ACCORDANCE WITH THIS SCHEDULE.
JURISDICTION:ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE SUBJECT TO FIELD
MODIFICATIONS AT THE DISCRETION OF THE CITY OF DUBLIN AND/OR THE OHIO EPA.
OEPA NOI:SUBMITTED, PENDING APPROVAL
RUNOFF COEFFICIENTS:PRE-DEVELOPED:C = 0.44
POST-DEVELOPED:C = 0.54
PRE-DEVELOPED IMPERVIOUS AREA:0.47 ACRES
POST-DEVELOPED IMPERVIOUS AREA:1.72 ACRES
TEMPORARY SEEDING
SEEDING DATES SPECIES LB/1,000 SF PER ACRE
MARCH 1 TO
AUGUST 15
OATS 3 4 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
AUGUST 16 TO
NOVEMBER 1
RY 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
WHEAT 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
NOVEMBER 1 TO
SPRING SEEDING USE MULCH ONLY, SODDING PRACTICES OR DORMANT SEEDING.
NOTE: OTHER APPROVED SEED SPECIES MAY BE SUBSTITUTED
PLAN DESIGNER
AMERICAN STRUCTUREPOINT, INC.
2550 CORPORATE EXCHANGE DR., STE 300
COLUMBUS, OHIO 43231
CONTACT: MATT LILIE
PHONE: (614) 901-2235
EMAIL: MLILIE@structurepoint.com
OWNER & SITE CONTACT
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
TEMPORARY STABILIZATION
AREA REQUIRING TEMPORARY
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY DISTURBED AREA WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE AND NOT AT FINAL
GRADE
WITHIN 2 DAYS OF THE MOST RECENT DISTURBANCE IF
THE AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS
ANY DISTURBED AREAS THAT
WILL BE DORMANT FOR MORE
THAN 14 DAYS BUT LESS THAN
ONE YEAR, AND NOT WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE WITHIN THE AREA.
FOR RESIDENTIAL SUBDIVISIONS, DISTURBED AREAS
MUST BE STABILIZED AT LEAST SEVEN DAYS PRIOR TO
TRANSFER OF PERMIT COVERAGE FOR THE INDIVIDUAL
LOT(S).
DISTURBED AREAS THAT WILL BE
IDLE OVER WINTER PRIOR TO THE ONSET OF WINTER WEATHER
PERMANENT STABILIZATION
AREA REQUIRING PERMANENT
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY AREAS THAT WILL LIE
DORMANT FOR ONE YEAR OR
MORE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE
AN AREAS WITHIN 50 FEET OF A
SURFACE WATER OF THE STATE
AND AT FINAL GRADE
WITHIN TWO DAYS OF REACHING FINAL GRADE
OTHER AREAS AT FINAL GRADE WITHIN SEVEN DAYS OF REACHING FINAL GRADE IN
THAT AREA
6.83 ACRES
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL DETAILS14/25
8"
NOTES:
1.FENCE POST SHALL BE A MINIMUM LENGTH OF 32 INCHES LONG PLUS
BURIAL DEPTH, COMPOSED OF NOMINAL DIMENSIONED 2x2 INCH
HARDWOOD OF SOUND QUALITY. ALTERNATELY POST MATERIAL
SHALL BE STEEL OR SYNTHETIC AND SHALL BE OF SUFFICIENT
STRENGTH TO RESIST DAMAGE DURING INSTALLATION, TO SUPPORT
APPLIED LOADS, AND SO THE GEOTEXTILE CAN BE ADEQUATELY
SECURED TO POST
2.FABRIC SHALL BE A NEEDLE PUNCHED NON-WOVEN GEOTEXTILE
FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS
RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT
EXPOSURE.
3.MINIMUM 8" FABRIC BURY REQUIRED.
4.ENDS OF THE SILT FENCES SHALL BE BROUGHT UPSLOPE SO THAT
WATER PONDED BY THE SILT FENCE WILL BE PREVENTED FROM
FLOWING AROUND THE ENDS.
5.THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 INCHES
ABOVE THE ORIGINAL GROUND SURFACE.
6.SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.
7.SEDIMENT DEPOSITS SHALL BE ROUTINELY REMOVED WHEN THE
DEPOSIT REACHES APPROXIMATELY HALF THE HEIGHT OF THE SILT
FENCE.
FENCE POST
FLOW
16" MINEXTEND FABRIC TO 8"
BELOW SURFACE
FILTER FABRIC
NON WOVEN
GEOTEXTILE FABRIC
SPACE POSTS PER MANUFACTURER
RECOMMENDATIONS
16" MIN10' MAX
SILT FENCE
NOT TO SCALE
WRAP GEOTEXTILE AROUND
STAKES BEFORE DRIVING
TRENCH TO BE BACKFILLED
AND COMPACTED
MINIMUM CRITERIA FOR SILT FENCE FABRIC (ODOT, 2002)
MINIMUM TENSILE STRENGTH 120 lbs (535 N)ASTM D 4632
MAXIMUM ELONGATION AT 60 LBS 50%ASTM D 4632
MINIMUM PUNCTURE STRENGTH 50 lbs (220 N)ASTM D 4833
MINIMUM TEAR STRENGTH 40 lbs (180 N)ASTM D 4533
APPARENT OPENING SIZE <_ 0.84 mm ASTM D 4751
MINIMUM PERMITIVITY 1x10-2 sec. -1 ASTM D 4491
UV EXPOSURE STRENGTH RETENTION 70%ASTM D 4355
D
BEAVER DAM INLET PROTECTION
NOT TO SCALE
DANDY BAG WILL BE MANUFACTURED IN THE U.S.A.
FROM A WOVEN MONOFILAMENT THAT MEETS OR
EXCEEDS THE FOLLOWING SPEFICICATIONS
GRAB TENSILE STRENGTH ASTM D 4632
GRAB TENSILE ELONGATION ASTM D 4632
PUNCTURE STRENGTH ASTM D 4833
MULLEN BURST STRENGTH ASTM D 3786
TRAPEZOID TEAR STRENGTH ASTM D 4533
UV RESISTANCE ASTM D 4355
APPARENT OPENING SIZE ASTM D 4751
FLOW RATE ASTM D 4491
PERMITIVITY ASTM D 4491
INSTALLATION:
1.STAND GRATE ON END. SLIDE THE BEAVER DAM
BAG ON WITH DAM ON TOP OF THE GRATE. PULL
ALL EXCESS DOWN.
2.LAY UNIT ON ITS SIDE. CAREFULLY TUCK FLAP IN.
PRESS VELCRO STRIPS TOGETHER.
3.INSTALL THE UNIT MAKING SURE FRONT EDGE OF
GRATE IS INSERTED IN FRAME FIRST, THEN
LOWER BACK INTO PLACE.
4.PRESS VELCRO DOTS TOGETHER WHICH ARE
LOCATED UNDER LIFTING STRAPS. THIS ENSURES
STRAPS REMAIN FLUSH WITH GUTTER.
MAINTENANCE:
1.WITH A STIFF BRISTLE BROOM, SWEEP SILT AND
OTHER DEBRIS OFF SURFACE AFTER EACH STORM
EVENT.
MANHOLE
CURB FILTER
CURB OPENING
WITHOUT GRATE
OVERFLOW GAP
AGGREGATE
POUCH
C
CONCRETE WASHOUT AREA
NOT TO SCALE10' MINIMUM10' MINIMUM
3' MIN.NOTE:
BASIN SHOULD BE CLEARLY
MARKED FOR CONCRETE WASHOUT.
ORANGE SILT FENCE OR
CONSTRUCTION FENCE
PLAN
SECTION
NOTE:
1.CONCRETE WASHOUT AREA SHALL BE LOCATED A MINIMUM OF 100' FROM STORM
SEWER INLETS, STREAMS, WETLANDS OR ANY OTHER SURFACE WATERS.
2.IF CONCRETE WASHOUT AREA IS LOCATED AWAY FROM A PAVED SURFACE,
CONSTRUCT A GRAVEL ACCESS ROUTE EQUAL IN COMPOSITION TO A
CONSTRUCTION ENTRANCE.
3.CONCRETE WASHOUT AREA SHALL BE SUFFICIENT SIZE TO CONTAIN CONCRETE
WASTE GENERATED. LARGE SITES MAY REQUIRE MULTIPLE CONCRETE WASHOUT
AREAS.
4.PLASTIC LINING SHALL BE DOUBLE-LINED, CONTINUOUS 10-ML POLYETHYLENE
SHEETING FREE OF HOLES, TEARS OR OTHER DEFECTS INSTALLED ON A
SMOOTH, LEVEL SURFACE, FREE OF LARGE ROCKS AND DEBRIS.
5.CONCRETE WASHOUT SIGNAGE SHALL BE CLEARLY VISIBLE AND LOCATED WITHIN
30 FEET OF EACH WASHOUT AREA.
6.CONCRETE WASHOUT AREA SHALL BE COVERED DURING INCLEMENT WEATHER
TO PREVENT OVERFLOW.
7.PREFABRICATED, PORTABLE AND RE-USABLE CONCRETE WASHOUT CONTAINERS
ARE ACCEPTABLE.
8.CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY TO CHECK FOR DAMAGE
AND DETERMINE IF IT NEEDS CLEANED OR REPLACED. ANY DAMAGE TO THE
SIDEWALLS OR PLASTIC LINING SHALL BE REPAIRED IMMEDIATELY. REPLACE THE
ENTIRE CONCRETE WASHOUT AREA WHEN IT IS 75% FULL.
ALL CONCRETE
TRUCKS MUST
WASHOUT HERE
6" MIN. NO. 2 CRUSHED STONE
GRAVEL PAD
10 ML PLASTIC LINING
10 ML PLASTIC LINING
B 20'20'10'
MIN.14'EXISTING
PAVEMENT
5:
1
3'EXISTING
PAVEMENT
PROFILE
PLAN VIEW 6" MIN(STANDARD)18" MIN(HEAVY DUTY)FILTER CLOTH
R/W DIVERSION
AS NEEDED70' MIN. AS REQUIRED
EXISTING
GROUND
CULVERT
(AS NEEDED)18"CONSTRUCTION ENTRANCE
NOT TO SCALE
GEOTEXTILE SPECIFICATION FOR CONSTRUCTION ENTRANCE
MINIMUM TENSILE STRENGTH 200 lbs
MINIMUM PUNCTURE STRENGTH 80 psi
MINIMUM TEAR STRENGTH 50 lbs
MINIMUM BURST STRENGTH 320 psi
MINIMUM ELONGATION 20%
EQUIVALENT OPENING SIZE EOS<0.6 mm
PERMITIVITY 1x10-3 cm/sec
CONSTRUCTION SPECIFICATIONS:
1.STONE SIZE—ODOT # 2 (1.5-2.5 INCH) STONE SHALL BE USED, OR RECYCLED CONCRETE
EQUIVALENT.
2.LENGTH—THE CONSTRUCTION ENTRANCE SHALL BE AS LONG AS REQUIRED TO STABILIZE
HIGH TRAFFIC AREAS BUT NOT LESS THAN 70 FT. (EXCEPTION: APPLY 30 FT. MINIMUM TO
SINGLE RESIDENCE LOTS).
3.THICKNESS -THE STONE LAYER SHALL BE AT LEAST 6 INCHES THICK FOR LIGHT DUTY
ENTRANCES OR AT LEAST 10 INCHES FOR HEAVY DUTY USE.
4.WIDTH -THE ENTRANCE SHALL BE AT LEAST 14 FEET WIDE, BUT NOT LESS THAN THE FULL
WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS
5.GEOTEXTILE -A GEOTEXTILE SHALL BE LAID OVER THE ENTIRE AREA PRIOR TO PLACING
STONE. IT SHALL BE COMPOSED OF STRONG ROT-PROOF POLYMERIC FIBERS AND MEET
THE FOLLOWING SPECIFICATIONS:
6.TIMING—THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SOON AS IS
PRACTICABLE BEFORE MAJOR GRADING ACTIVITIES.
7.CULVERT -A PIPE OR CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF NEEDED
TO PREVENT SURFACE WATER FROM FLOWING ACROSS THE ENTRANCE OR TO PREVENT
RUNOFF FROM BEING DIRECTED OUT ONTO PAVED SURFACES.
8.WATER BAR -A WATER BAR SHALL BE CONSTRUCTED AS PART OF THE CONSTRUCTION
ENTRANCE IF NEEDED TO PREVENT SURFACE RUNOFF FROM FLOWING THE LENGTH OF
THE CONSTRUCTION ENTRANCE AND OUT ONTO PAVED SURFACES.
9.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR PREVENT FLOWING SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND. MUD SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADS, OR ANY
SURFACE WHERE RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS, SHALL BE REMOVED
IMMEDIATELY. REMOVAL SHALL BE ACCOMPLISHED BY SCRAPING OR SWEEPING. PERIODIC
INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
10. CONSTRUCTION ENTRANCES SHALL NOT BE RELIED UPON TO REMOVE MUD FROM
VEHICLES AND PREVENT OFF-SITE TRACKING. VEHICLES THAT ENTER AND LEAVE THE
CONSTRUCTION-SITE SHALL BE RESTRICTED FROM MUDDY AREAS. WHEELS SHALL BE
CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
11. REMOVAL—THE ENTRANCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS
STABILIZED OR REPLACED WITH A PERMANENT ROADWAY OR ENTRANCE.
A
INSTALLATION:
1.STAND GRATE ON END. PLACE DANDY BAG OVER
GRATE.
2.FLIP GRATE OVER SO THAT OPEN END IS UP. PULL
UP SLACK. TUCK FLAP IN. BE SURE END OF GRATE IS
COMPLETELY COVERED BY FLAP OR DANDY BAG
WILL NOT FIT PROPERLY.
3.HOLDING HANDLES, CAREFULLY PLACE DANDY BAG
WITH THE GRATE INSERTED INTO CATCH BASIN
FRAME SO THAT RED DOT ON THE TOP OF THE
DANDY BAG IS VISIBLE.
MAINTENANCE:
AFTER EACH STORM EVENT AND SILT HAS DRIED,
REMOVE ACCUMULATED DEBRIS FROM THE SURFACE OF
DANDY BAG WITH BROOM.
NOTE:
PROVIDE FOR INLETS LOCATED IN PAVEMENT
DANDY BAG INLET PROTECTION
NOT TO SCALE
DANDY BAG WILL BE MANUFACTURED IN THE U.S.A.
FROM A WOVEN MONOFILAMENT THAT MEETS OR
EXCEEDS THE FOLLOWING SPEFICICATIONS
GRAB TENSILE STRENGTH ASTM D 4632
GRAB TENSILE ELONGATION ASTM D 4632
PUNCTURE STRENGTH ASTM D 4833
MULLEN BURST STRENGTH ASTM D 3786
TRAPEZOID TEAR STRENGTH ASTM D 4533
UV RESISTANCE ASTM D 4355
APPARENT OPENING SIZE ASTM D 4751
FLOW RATE ASTM D 4491
PERMITIVITY ASTM D 4491
STORM SEWER
GRATE VELCRO
CLOSURE
LIFT STRAPS MADE FOR
EASY MOVEMENT AND
INSPECTION OF UNIT
STORM SEWER
GRATE
DANDY BAG
F
12" MIN.6" MIN.4'-0"
LOW CENTER SECTION-
MUST CAUSE FLOW OVER
NOT AROUND, CHECK DAM
NOTES:
1.CONSTRUCT CHECK DAM SUCH THAT THE CENTER IS 6" LOWER
THAN THE OUTER EDGES.
2.SPACE CHECK DAMS SUCH THAT THE TOE OF THE UPSTREAM
DAM IS AT THE SAME ELEVATION AS THE TOP OF THE
DOWNSTREAM DAM.
3.SIDE SLOPES SHALL BE A MINIMUM OF 2:1
4"-8" DIAMETER ROCKAPRON
3' MAX.
DITCH SECTION
PROFILE
FLOW
POSITIVE SLO
P
EPOSITIVE SL
O
P
E
FLOW
ROCK CHECK DAM
NOT TO SCALEE
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:30 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES EROSIONCONTROL DETAILS15/25
ODOT #57
AGGREGATE 1' THICK
LENGTH
WIDTHWEIRLENGTH4' MIN
SEDIMENTSTORAGE ZONEDEWATERINGZONENOTES:
1.FILL USED FOR THE EMBANKMENT SHALL BE EVALUATED TO
ASSURE IT IS SUITABLE AND STABLE FOR THE SLOPES OF
THE BASIN. IT IS TO BE FREE OF ANY DEBRIS AS A RESULT
OF CLEARING AND GRUBBING (E.G. ROOTS, OTHER
ORGANICS, ETC)
2.THE MAXIMUM HEIGHT OF THE EMBANKMENT SHALL BE FIVE
FEET. ALL CUT AND FILL SLOPES SHALL BE 2:1 (H:V) OR
FLATTER.
3.THE OUTLET SHALL BE CONSTRUCTED USING THE
MATERIALS SPECIFIED ON THIS DRAWING. GEOTEXTILE
SHALL BE KEYED IN AT LEAST 6" ON THE UPSTREAM SIDE OF
THE OUTLET.
4.WARNING SIGNS AND SAFETY FENCE SHALL BE PLACED
AROUND THE TRAPS AND MAINTAINED OVER THE LIFE OF
THE BASIN.
5.AFTER THE BASIN IS NO LONGER NEEDED THE STRUCTURE
AND ALL ASSOCIATED SEDIMENT SHALL BE REMOVED. THE
BASIN SHALL BE FILLED WITH STABLE EARTH MATERIAL,
COMPACTED, GRADED, AND SEEDED TO BLEND IN WITH
ADJACENT LAND.
OPERATION AND MAINTENANCE:
1.THE CAPACITY AND FUNCTION OF THE SEDIMENT TRAP
SHALL BE MAINTAINED BY INSPECTING ON A WEEKLY BASIS
AND AFTER EACH STORM EVENT BY PERFORMING THE
ACTIVITIES BEFORE.
2.SHORE UP ANY ERODING SLOPES, REMOVE WOODY
VEGETATED GROWTH ON THE EMBANKMENT AND SPILLWAY
AREAS, AND REMOVE ANY TRASH OR DEBRIS THAT HAVE
ACCUMULATED IN THE BASIN.
3.DEWATERING OUTLETS SHALL BE REGULARLY CHECK THAT
THEY ARE PERFORMING AS INTENDED.
4.REMOVE SEDIMENT AND RESTORE BASIN BACK TO ITS
INTENDED DIMENSIONS WHEN SEDIMENT HAS
ACCUMULATED TO THE TOP OF THE SEDIMENT STORAGE
ZONE. THIS ELEVATION SHALL BE MARKED WITH A STAKE
NEAR THE CENTER OF THE BASIN
2:1 MAX SLOPE
ODOT TYPE D
RIP RAP
GEOTEXTILE
1.5' MIN HEIGHT
2:1 SLOPES
2:1 SLOPES
BASIN
SEDIMENT TRAP
NOT TO SCALE
SPILLWAY WEIR SIZED TO PASS 10
YEAR 24 HOUR STORM. A MAX FLOW
DEPTH OF 1', A MINIMUM FREEBOARD
OF 0.5', AND MAXIMUM SIDE SLOPES
OF 2:1 REQUIRED.
DRAINAGE AREA (ACRES)WEIR LENGTH
1 4.0
2 6.0
3 8.0
4 10.0
5 12.0
MINIMUM 4' WIDE
EMBANKMENT
6" KEY
SECTION VIEW
PLAN VIEW
OUTLET SECTION
TEMPORARY SEDIMENT TRAP - DEWATERING VOLUME
1800 CF PER ACRE OF DRAINAGE AREA
1800 CF/AC * 4.31 AC = 7758 CF
SEDIMENT STORAGE ELEVATION = 820.00
DEWATERING/SPILLWAY ELEVATION = 823.00
TOP OF BASIN ELEVATION = 824.50
VOLUME PROVIDED = 8,133 CF
3
2
1
3
4
2
1
TEMPORARY SEDIMENT TRAP - SEDIMENT STORAGE VOLUME
1000 CF PER ACRE OF DISTURBED AREA
1000 CF/AC * 3.76 AC = 3760 CF
SEDIMENT STORAGE ELEVATION = 820.00
BOTTOM OF BASIN ELEVATION = 817.00
VOLUME PROVIDED = 4,243 CF
3
45' MAXG
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:05 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM ADS SPECS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UNDERGROUNDDETENTION DETAILS16/25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:05 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM ADS SPECS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UNDERGROUNDDETENTION DETAILS17/25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
7/17/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:05 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 STM ADS SPECS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES UNDERGROUNDDETENTION DETAILS18/25
w/RISER
ICV
ICV
ICV
LOW AREA
ICV
ICV
ICVICV
3" CAST IRON EXPOSED PIPE
3" CAST IRON EXPOSED PIPE
3" CAST IRON EXPOSED PIPE
PUMP HOUSE
2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AEcannot openGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP9950
EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)TBM1
CP900
CP947
WV
WV
WV
WV
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 19
20 21
22 23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40 41
42
43
4445
46
47
4849 50
51
52
53 54
55 56
57
58
59
60 61 62
63 64 65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80 81 8283
84
85 86
87
88
89
90 91
92
9394
95
96
97
98
99100
101
102
103 104
105
106
107
108 109
110
111
112
113
114115
116
117
118
119
120
121
122
123
124
125
126
127128
129
130
131
132
133
134135
136137
138
139
140141
142 143
144
145
146 147
148
149
150
151
152
153 154
155
156
157
158159
160
161
162
163
164
165
166
167168
169
170 171 172
173
174 175 176
177
178179
180
181182
183
184185 186
187
188
189 190
191
192
193
194
195
196
197
198
199
200201202
203
204
205
206
207
208
209
210
211
212
213
214
216
215
3 HA
3 HK
3 HK
3 HA
5 HK
3 HA
5 HK
3 HA
LANDSCAPE ENLARGEMENT
3/16" = 1'-0"00
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES TREE PRESERVATIONAND REPLACEMENT19/25
KAA
PWJ
TREE TO BE PRESERVED
CIRCLE REPRESENTS THE
CRITICAL ROOT ZONE. TREE
PROTECTION FENCE TO BE
PLACED AT CRITICAL ROOT
ZONE.
TREE TO BE REMOVED.
REFER TO SCHEDULE
ON SHEET 12.DUBLIN RD.ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
0
SCALE:
feet4080120
1" = 40'
NORTH
01.27.25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES TREE PRESERVATIONSCHEDULE & DETAILS20/25
KAA
PWJ
NTS
TREE PROTECTION DETAIL3
CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA.
SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT.
MAINTAIN EXISTING GRADE WITH THE
TREE PROTECTION FENCE UNLESS OTHERWISE
INDICATED ON THE PLANS.
2" X 6' STEEL POSTS OR APPROVED EQUAL.
TREE PROTECTION FENCE: HIGH DENSITY
POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS;
COLOR- ORANGE. STEEL POSTS INSTALLED AT
EDGE OF CANOPY
EXISTING MULCH LAYER
GENERAL NOTES:
1.ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED. TREES TO BE PRESERVED SHALL BE
PROTECTED WITH HIGH VISIBILITY TREE PROTECTION FENCING PLACED AT CRITICAL ROOT ZONE, OR 15' FROM THE
TRUNK WHICHEVER IS GREATER.
2.OWNER SHALL BE RESPONSIBLE FOE THE CONSTRUCTION, ERECTION, AND MAINTENANCE OF THE PROTECTION
FENCING. FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION.
3.ANY CHANGE IN PLACEMENT OF FENCING MUST BE APPROVED BY CITY STAFF.
4.IT IS UNLAWFUL TO FAIL TO ABIDE BY THE TREE PRESERVATION PLAN OR TREE REMOVAL PERMIT.
5.UTILITY LOCATIONS ARE AS IDENTIFIED. ANY FIELD CHANGES THAT AFFECTS THE LOCATION OF THE TREE PROTECTION
FENCING WILL BE REFLECTED ON REVISED PLANS AND COORDINATED WITH THE DIVISION OF PLANNING.
6.CRITICAL ROOT ZONE IS THE AREA INSCRIBED BY AN IMAGINARY LINE ON THE GROUND BENEATH A TREE HAVING ITS
CENTER POINT AT THE CENTER OF THE TRUNK AND HAVING A RADIUS EQUAL TO ONE FOOT FOR EVERY INCH OF
DIAMETER CHEST HEIGHT.
7.A TREE REMOVAL PERMIT MUST BE OBTAINED FROM THE PLANNING DIVISION PRIOR TO THE REMOVAL OF ANY TREES.
8.ROOT PRUNING WILL BE PERFORMED ON ANY ROOT DAMAGED WITHIN THE CRITICAL ROOT ZONE AS PER THE
INTERNATIONAL SOCIETY OF ARBORICULTURE ACCEPTED STANDARDS.
9.NO WORK SHALL BEGIN UNTIL PLAN APPROVAL AND FIELD VERIFICATION BY CITY STAFF.
10.STREET TREES AND FRONT YARD TREES ARE TO BE FIELD COORDINATED WITH CITY ARBORIST.
KEEP OUT
TREE
PROTECTION
AREA
8.5" X 11" SIGN LAMINATED IN
PLASTIC SPACED EVERY 50'
ALONG THE FENCE.
ZONING NOTES:
NTS
TREE PLANTING - LEVEL AREA1
1'-0"6"MIN.SPADE EDGE
COMPACT EXCAVATED
FILL TO CREATE SAUCER
3" MULCH LAYER
(SEE GENERAL NOTES)
ROOTBALL (LOOSEN
BURLAP ON TOP 1/2)
NOTES:
1. SEE NOTES FOR DRAINAGE
REQUIREMENTS PROIR TO
PLANTING
2. DO NOT ALLOW AIR POCKETS TO
FORM WHEN BACKFILLING
3. IMMEDIATELY SOAK WITH WATER
4. DO NOT BREAK ROOTBALL
FINISHED GRADE
PLANTING SOIL TYPE 1
ADD EXCAVATED SOIL AS
NEEDED TO BRING TREE
TO FINISHED GRADE. TAMP
LIGHTLY BUT THOROUGHLY
PRIOR TO SETTING TREE
TO PREVENT SETTLING.
SCARIFY BASE OF PLANT
PIT WHEN EXCAVATING PIT.
BREAK THROUGH & LOOSEN
ALL "HARDPAN" (REMOVE AS
NECESSARY TO FACILITATE
DRAINAGE)
KEEP MULCH OFF TRUNK
OF TREE
1.EXCAVATE ROOTBALL PIT
2.SET TREE SUCH THAT TOP OF ROOTBALL IS 2-3"
HIGHER THAN FINISH GRADE.
3.REMOVE ALL TWINE, ROPE, WIRE BASKET, AND
BURLAP FROM TOP 1/3 OF ROOTBALL & EXPOSE
ROOT FLARE.
4.BACKFILL WITH SOIL MIX & "WATER IN"
5.COMPLETE BACKFILLING, CONSTRUCT SAUCER,
SPADE-EDGE & ADD MULCH
6.STAKE & GUY SECURELY (AS REQUIRED)
7.INSTALL WATERING DEVICE (AS REQUIRED)
PLANTING PROCEDURE
2-3"
NTS
TREE PLANTING - ON SLOPE2
Use Requirement
Single-Family
Front yard trees are required on every single family lot at the
quantity and size specified in the following table. The trees to be
planted shall be an approved front yard tree as listed in Appendix
H (Approved Front Yard Trees for Dublin, Ohio) and have a
minimum truck caliper of no less than 2 inches. Trees shall be
located in front of or along any front-facing facade of the home, no
closer than three feet to a side property line. Corner and through
lots shall meet these requirements on all street frontages.
Lot Width Front Building Setback Tree Size and Quantity
Up to 59.9 feet
Less than 20 feet 1 small tree
20 feet or more 1 medium tree
60-90.9 feet
Less than 20 feet 1 medium tree plus 1 small tree
20 feet or more 1 large tree plus 1 medium tree
91 feet or more
Less than 20 feet 1 large tree plus 2 trees of any size
20 feet or more 2 large tree plus 1 tree of any size
153.133 (D)(2)(b)
153.133 (C)
Screening For Service Structures. Service structures shall be screened in all zoning districts. For the purposes of this section,
service structures shall include but not be limited to loading docks, storage tanks, dumpsters, electrical transformers, utility vaults
which extend above the surface, cooling towers, roof top units and other equipment or elements providing service to a building or
a site. Structures may be grouped together; however, screening height shall be based upon the tallest of the structures. Roof top
mechanical units must be screened to the full height of the unit
SERVICE UNITS ARE NOT SCREENED AS PART OF THIS SUBMISSION BUT NOTED TO BE PROVIDED AS NEEDED.
153.134 STREET TREE AND PUBLIC TREE REQUIREMENTS.
The planting of street trees shall be required at the time a parcel is developed or redeveloped, in all zoning districts, and in
accordance with the following regulations.
(Ord. 66-93, passed 9-20-93)
(A) Requirements for trees located on city-owned public property. The following are requirements for the planting, pruning
and removal of trees within city-owned property. For the purposes of this section, city-owned property shall include all public
ways, streets, alleys, parks or other property owned by the Municipality.
(1) Requirements. It shall be required that all subdividers or developers plant trees along public streets of their developments
in such a manner, type, quantity and location as approved by the Planning and Zoning Commission and as defined by the
following conditions, and that any undeveloped street or existing street with undeveloped frontage shall conform to these
requirements at the time of the development. Final tree locations may be adjusted by the city as unusual conditions may warrant.
(a) The tree to be planted shall be an approved street tree as listed in Appendix E (Approved Street Trees for Dublin, Ohio).
(b) The minimum spacing between this and other trees shall be 40 feet for large trees, 30 feet for medium trees and 20 feet
for small trees. See definition below.
(c) The maximum spacing between trees shall be 45 feet for large trees, 35 feet for medium trees, and 25 feet for small trees.
Spacing may be adjusted for columnar trees, as approved by City Forestry Division.
TREE REPLACEMENT NOTES:
TREE PROTECTION FENCE TO BE LOCATED WHERE THE LIMIT OF CONSTRUCTION IS ADJACENT TO TREES TO BE PRESERVED. THE
TREE PROTECTION FENCE IS TO BE LOCATED TO PROTECT THE CRITICAL ROOT ZONE AS DEFINED AS THE AREA INSCRIBED BY AN
IMAGINARY LINE ON THE GROUND BENEATH A TREE HAVING ITS CENTER POINT AT THE CENTER OF THE TRUNK OF THE TREE AND
HAVING A RADIUS EQUAL TO ONE FOOT FOR EVERY INCH OF DIAMETER BREAST HEIGHT.
PRIORITY 3 TREES REPLACE AT 1 TO 1 BASIS WITH A 2" CAL TREE. (7) TREES REQUIRED (7) 2" CALTREES TO BE TREES PROVIDED
PRIORITY 2 TREES REPLACE AT 2 TO 1 BASIS WITH A 2" CAL. TREE. (58) 2" TREES REQUIRED (58) 2" CAL. TREES TO BE PROVIDED
PRIORITY 1 TREES REPLACE AT 3 TO 1 BASIS WITH A 2" CAL. TREE (39) 2" CAL. TREES REQUIRED. (39) 2" CAL. TREES TO BE PROVIDED
LANDMARK TREES REPLACE INCH FOR INCH WITH 2.5" CAL TREES. 672 / 2.5 = 269 TREES REQUIRED.
( 26) TREES PLANTED ON SITE AND REMAINDER TO BE PAID INTO THE DUBLIN TREE FUND.
FRONT YARD TREES ARE SHOWN FOR ZONING PURPOSES ONLY AND ARE TO BE LOCATED WITH THE FINAL RESIDENTIAL SITE DESIGN.ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
1.EXCAVATE ROOTBALL PIT
2.SET TREE SUCH THAT TOP OF ROOTBALL IS 2-3"
HIGHER THAN FINISH GRADE.
3.REMOVE ALL TWINE, ROPE, WIRE BASKET, AND
BURLAP FROM TOP 1/3 OF ROOTBALL & EXPOSE
ROOT FLARE.
4.BACKFILL WITH SOIL MIX & "WATER IN"
5.COMPLETE BACKFILLING, CONSTRUCT SAUCER,
SPADE-EDGE & ADD MULCH
6.STAKE & GUY SECURELY (AS REQUIRED)
7.INSTALL WATERING DEVICE (AS REQUIRED)
SCARIFY BASE OF PLANT
PIT WHEN EXCAVATING PIT.
BREAK THROUGH & LOOSEN
ALL "HARDPAN" (REMOVE AS
NECESSARY TO FACILITATE
DRAINAGE)
PLANTING SOIL TYPE 1
12"12"
12" MIN.
8"
NOTES:
1.DO NOT ALLOW AIR POCKETS TO
FORM WHEN BACKFILLING.
2.IMMEDIATELY SOAK WITH
WATER.
3.DO NOT BREAK ROOTBALL.
2-3"
SPADE EDGE
3" SHREDDED HARDWOOD MULCH LAYER
EARTH SAUCER RING
1-1/2" MULCH LAYER
FINISHED GRADE BEFORE PLANTING
PLANTING PROCEDURE
KEEP MULCH OFF TRUNK
OF TREE
REMOVE ALL ROPE, BURLAP, AND WIRE
BASKET FROM TOP 1/3 OF ROOTBALL
EXISTING TREES
7192 Dublin Road - Dublin
TREE NUMBER SIZE SPECIES CONDITION STATUS PRIORITY 3 PRIORITY 2 PRIORITY 1 LANDMARK REMARKS
PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE
1 18 DOGWOOD GOOD REMOVE 18
2 20 RED CEDAR FAIR REMOVE 20
3 15 RED CEDAR POOR REMOVE
4 30 SPRUCE GOOD REMOVE 30
5 22 CATALPA GOOD REMOVE 22
6 29 MAPLE FAIR REMOVE 29 MULTI-STEM
7 60 MAPLE FAIR REMOVE 60 MULTI-STEM
8 15 MAPLE FAIR REMOVE 15
9 8 MAPLE POOR REMOVE
10 17 HACKBERRY FAIR REMOVE 17
11 21 WALNUT FAIR REMOVE 21
12 10 CHERRY POOR REMOVE
13 22 CATALPA GOOD REMOVE 22
14 16 ELM FAIR REMOVE 16
15 102 HACKBERRY FAIR REMOVE 102
16 15 HACKBERRY FAIR REMOVE 15
17 8 CATALPA FAIR REMOVE 8
18 6 CATALPA FAIR REMOVE 6
19 24 CATALPA FAIR REMOVE 24
20 11 LOCUST FAIR REMOVE 11
21 6 CATALPA FAIR REMOVE 6
22 7 WALNUT FAIR PRESERVE 7
23 14 CATALPA FAIR PRESERVE 14
24 23 OAK FAIR REMOVE 23
25 24 OAK FAIR REMOVE 24
26 44 MAPLE GOOD PRESERVE 44
27 27 HICKORY GOOD PRESERVE 27
28 35 HICKORY GOOD PRESERVE 35
29 20 OAK GOOD PRESERVE 20
30 80 MAPLE FAIR PRESERVE 80
31 17 MULBERRY FAIR PRESERVE 17
32 17 MAPLE FAIR PRESERVE 17
33 15 HACKBERRY POOR PRESERVE
34 15 MAPLE POOR PRESERVE
35 13 SPRUCE FAIR PRESERVE 13
36 19 PINE GOOD PRESERVE 19
37 15 MULBERRY FAIR PRESERVE 15
38 14 PINE FAIR PRESERVE 14
39 34 WALNUT FAIR PRESERVE 34
40 28 MAPLE FAIR PRESERVE 28
41 17 MAPLE FAIR PRESERVE 17
42 14 WALNUT FAIR PRESERVE 14
43 15 MAPLE FAIR PRESERVE 15
44 15 WALNUT FAIR PRESERVE 15
45 11 PINE FAIR PRESERVE 11
46 10 MAPLE FAIR PRESERVE 10
47 14 PINE GOOD PRESERVE 14
48 19 SPRUCE POOR PRESERVE
49 17 MAPLE FAIR PRESERVE 17
50 25 SPRUCE FAIR PRESERVE 25
51 11 MAPLE POOR PRESERVE
52 12 BOXELDER POOR PRESERVE 12
53 12 SPRUCE POOR PRESERVE
54 16 PINE POOR PRESERVE
55 27 HICKORY GOOD PRESERVE 27
56 13 PINE FAIR REMOVE 13
57 6 HACKBERRY FAIR REMOVE 6
58 7 MAPLE FAIR REMOVE 7
59 16 CHERRY FAIR PRESERVE 16
60 13 MAPLE FAIR REMOVE 13
61 7 MAPLE FAIR REMOVE 7
62 9 MAPLE FAIR REMOVE 9
63 6 MAPLE FAIR PRESERVE 6
64 8 PINE POOR REMOVE
65 7 MAPLE FAIR REMOVE 7
66 9 PINE POOR REMOVE
67 34 WALNUT FAIR REMOVE 34
68 20 MAPLE FAIR REMOVE 20
69 46 MAPLE FAIR REMOVE 46
70 36 MAPLE FAIR REMOVE 36
71 21 LOCUST GOOD REMOVE 21
72 19 LOCUST GOOD REMOVE 19
73 21 LOCUST GOOD REMOVE 21
74 22 LOCUST GOOD PRESERVE 22
75 7 WALNUT GOOD PRESERVE 7
76 26 MAPLE FAIR REMOVE 26
77 16 MAPLE GOOD REMOVE 16
78 27 MAPLE GOOD PRESERVE 27
79 46 CHERRY FAIR PRESERVE 46 MULTI-STEM
80 8 CHERRY POOR REMOVE
81 14 PINE FAIR REMOVE 14
82 11 WALNUT FAIR REMOVE 11
83 11 PINE POOR REMOVE
84 19 MAPLE GOOD PRESERVE 19
85 27 WALNUT FAIR PRESERVE 27
86 10 HACKBERRY FAIR REMOVE 10
87 9 HACKBERRY FAIR REMOVE 9
88 17 HACKBERRY POOR PRESERVE
89 6 MAPLE FAIR PRESERVE 6
90 13 MAPLE FAIR PRESERVE 13
91 8 MAPLE FAIR PRESERVE 8
92 7 MAPLE FAIR PRESERVE 7
93 11 MAPLE GOOD PRESERVE 11
94 42 HACKBERRY POOR PRESERVE
95 18 HACKBERRY POOR PRESERVE
96 16 MAPLE FAIR REMOVE 16
97 19 HACKBERRY FAIR REMOVE 19
98 12 MAPLE FAIR REMOVE 12
99 10 MAPLE POOR REMOVE
100 47 HACKBERRY POOR REMOVE
101 21 WALNUT FAIR REMOVE 21
102 10 MAPLE FAIR REMOVE 10
103 10 HACKBERRY POOR REMOVE
104 10 HACKBERRY FAIR REMOVE 10
105 8 MAPLE POOR REMOVE
106 19 MAPLE FAIR REMOVE 19
107 11 MAPLE FAIR REMOVE 11
108 11 HACKBERRY FAIR PRESERVE 11
109 15 MAPLE FAIR PRESERVE 15
110 16 MAPLE FAIR PRESERVE 16
111 16 WALNUT FAIR PRESERVE 16
112 41 HACKBERRY FAIR PRESERVE 41 MULTI-STEM
113 26 MAPLE FAIR PRESERVE 26
114 24 HACKBERRY FAIR PRESERVE 24
115 8 MAPLE FAIR REMOVE 8
116 14 MAPLE FAIR PRESERVE 14
117 21 MAPLE POOR REMOVE
118 13 MAPLE FAIR PRESERVE 13
119 8 MAPLE POOR PRESERVE 8
120 12 MAPLE FAIR PRESERVE 12
121 16 MAPLE FAIR PRESERVE 16
122 7 HACKBERRY FAIR PRESERVE 7
123 8 HACKBERRY FAIR PRESERVE 8
124 11 MAPLE FAIR REMOVE 11
125 21 HACKBERRY FAIR PRESERVE 21
126 20 HACKBERRY FAIR PRESERVE 20
127 24 HACKBERRY FAIR PRESERVE 24
128 22 HACKBERRY FAIR PRESERVE 22
129 46 HICKORY POOR REMOVE
130 39 SPRUCE GOOD REMOVE 39
131 27 SPRUCE FAIR REMOVE 27
132 30 SPRUCE FAIR REMOVE 30
133 15 PINE FAIR REMOVE 15
134 17 PINE FAIR REMOVE 17
135 10 PINE FAIR REMOVE 10
136 14 PINE FAIR REMOVE 14
137 15 PINE DEAD REMOVE
138 39 ELM POOR REMOVE
139 26 PEAR FAIR REMOVE 26
140 90 MAPLE FAIR REMOVE 90 MULTI-STEM
141 14 CATALPA FAIR PRESERVE 14
142 14 WALNUT FAIR PRESERVE 14
143 8 MULBERRY POOR PRESERVE
144 9 WALNUT POOR PRESERVE
145 9 CATALPA POOR PRESERVE
146 11 WALNUT FAIR PRESERVE 11
147 12 WALNUT FAIR PRESERVE 12
148 11 HACKBERRY FAIR PRESERVE 11
149 21 CATALPA FAIR PRESERVE 21
150 8 HACKBERRY FAIR PRESERVE 8
151 8 HACKBERRY FAIR PRESERVE 8
152 49 COTTONWOOD FAIR REMOVE 49
153 14 COTTONWOOD FAIR REMOVE 14
154 39 ELM POOR REMOVE
155 46 ELM POOR REMOVE
156 8 WALNUT FAIR PRESERVE 8
157 11 WALNUT FAIR PRESERVE 11
158 11 WALNUT FAIR PRESERVE 11
TREE NUMBER SIZE SPECIES CONDITION STATUS PRIORITY 3 PRIORITY 2 PRIORITY 1 LANDMARK REMARKS
PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE PRESERVE REMOVE
159 11 CHERRY POOR PRESERVE
160 25 MAPLE POOR REMOVE
161 19 MAPLE FAIR PRESERVE 19
162 23 MAPLE FAIR PRESERVE 23
163 23 MAPLE GOOD REMOVE 23
164 30 HICKORY GOOD PRESERVE 30
165 31 MAPLE GOOD PRESERVE 31
166 11 PINE FAIR REMOVE 11
167 24 PINE FAIR PRESERVE 24
168 39 MAPLE FAIR PRESERVE 39
169 21 PINE GOOD REMOVE 21
170 15 MAPLE FAIR PRESERVE 15
171 15 MAPLE FAIR PRESERVE 15
172 8 HACKBERRY FAIR PRESERVE 8
173 22 MAPLE FAIR PRESERVE 22
174 6 MAPLE GOOD PRESERVE 6
175 13 MAPLE GOOD PRESERVE 13
176 17 HACKBERRY FAIR PRESERVE 17
177 12 MAPLE FAIR PRESERVE 12
178 9 MAPLE FAIR PRESERVE 9
179 8 MAPLE FAIR PRESERVE 8
180 22 CHERRY FAIR PRESERVE 22
181 7 HACKBERRY FAIR PRESERVE 7
182 12 MAPLE FAIR PRESERVE 12
183 14 WALNUT FAIR PRESERVE 14
184 10 MAPLE FAIR PRESERVE 10
185 11 MAPLE FAIR PRESERVE 11
186 19 MAPLE FAIR PRESERVE 19
187 16 LOCUST GOOD PRESERVE 16
188 9 HACKBERRY GOOD PRESERVE 9
189 8 MAPLE GOOD PRESERVE 8
190 22 WALNUT FAIR PRESERVE 22
191 18 WALNUT FAIR PRESERVE 18
192 11 HACKBERRY FAIR PRESERVE 11
193 10 MAPLE GOOD PRESERVE 10
194 19 MAPLE FAIR PRESERVE 19
195 18 SPRUCE FAIR PRESERVE 18
196 21 SPRUCE FAIR PRESERVE 21
197 21 SPRUCE FAIR PRESERVE 21
198 15 HACKBERRY FAIR PRESERVE 15
199 11 WALNUT FAIR PRESERVE 11
200 18 WALNUT GOOD PRESERVE 18
201 14 HACKBERRY FAIR PRESERVE 14
202 9 MAPLE GOOD PRESERVE 9
203 18 WALNUT GOOD PRESERVE 18
204 6 REDBUD GOOD PRESERVE 6
205 14 PEAR FAIR PRESERVE 14
206 20 PEAR GOOD PRESERVE 20
207 22 PEAR FAIR PRESERVE 22
208 32 ELM POOR PRESERVE
209 18 COTTONWOOD FAIR REMOVE 18
210 26 HACKBERRY GOOD PRESERVE 26
211 52 OAK GOOD PRESERVE 52
212 24 SYCAMORE GOOD PRESERVE 24
213 32 OAK GOOD PRESERVE 32
214 27 OAK GOOD PRESERVE 27
215 23 OAK GOOD PRESERVE 23
216 18 OAK GOOD PRESERVE 18
TOTALS 4111 442 266 773 672
7 TREE 29 TREES 13 TREES 672 INCHES
w/RISER
PUMP HOUSE
2" SPP TO BLD.
814.96
6" VERT. SPP
POSSIBLE ICV W/NO
LID & 8' TANK
12' SPP
768.66ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AEcannot openGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)EX 36" SAN (77-003-CIP)EX 36" SAN (77-003-CIP)EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)EX 16" FORCE MAIN (19-025-CIP)EX 16" FORCE MAIN (19-025-CIP)TBM1
CP900
CP947
WV
WV
WV
WV
22 23
26
27
28
29
30
3132
35
36 38 40 41
42
43
4445 47
51 53 54
55
59
63
74
75
78
79
84
85
88
89
90 91
92
9394
95108 109
110
111
112
113
114
116
118
119
120
121
122
123
125
126
127128
141
142 143
144
145
146 147
148
149
150
151
156
157
158159
161
162
164
165
167168
169
170 171 172
173
174 175 176
177
178179
180
181182
183
184185 186
187
188
189 190
191
192
193
194
195
196
197
198
199
200201202
203
204
205
206
207
208
210
211
212
213
214
216
215
7 QB
29 UX
2 ASG
2 QC
2 NSW
2 ASG
2 NSW
2 QC
2 ASG
3 QC
3 QB
3 ASG
3 QC
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPE PLAN21/25
KAA
PWJDUBLIN RD.CODE QTY BOTANICAL NAME COMMON NAME COND.SIZE SPACING
SHADE TREES
ASG 9 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple B&B 2" Cal.As shown
NSW 4 Nyssa sylvatica `Wildfire`Wildfire Tupelo B&B 2" Cal.As Shown
QB 15 Quercus bicolor
STREET TREES ARE TO BE FIELD
ADJUSTED AS NEEDED BY CITY
ARBORIST.
Swamp White Oak B&B 2.5" Cal.
QC 10 Quercus coccinea Scarlet Oak B&B 2" Cal.
UX 29 Ulmus x 'Urban'Urban Elm B&B 2.5" Cal.
PLANT SCHEDULE
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
0
SCALE:
feet4080120
1" = 40'
NORTH
5 QB
SEE ENLARGMENT
1 PAGE 19
04.2.25
SEE ENLARGMENT
1 PAGE 12
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPE DETAILS22/25
KAA
PWJ
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
DRAIN DETAILS
MOSAIC-WALLS OVER 4' TALL
SCALE: NONE
VERSA-LOK DRAIN
1" = 20'
OUTLET AT 40'
CENTERS
OUTLET AT 40'
CENTERS
PERFORATED
DRAIN PIPE
PERFORATED
DRAIN PIPE
MOSAIC PANEL MOSAIC PANELOUTLET DRAIN
PIPE THRU 4"
HIGH UNITS OUTLET DRAIN
PIPE THRU 6"
HIGH UNITS
4" CUT IN
ACCENT UNITS
6"X6" GRATE 6" CUT IN
STANDARD UNIT
1
P-24-DUB-07
MOSAIC
PANEL HEIGHT
VERSA-LOK UNREINFORCED SECTION
1" = 20'
12" THICK MIN. DRAINAGE
AGGREGATE
4" DIA. (MIN.) DRAIN PIPE
OUTLET @ END OF WALL
OR @ 40' CENTER MAX.
SLOPE TO DRAIN (1/8"/FT.)
IMPERVIOUS FILL
GRANULAR LEVELING
PAD 6" MIN.
IMPERVIOUS FILL
12" DEEP
CAP UNIT ADHERES
TO TOP UNIT
W/VERSA-LOK
CONCRETE ADHESIVE
VERSA-LOK MOSAIC
CONCRETE UNITS
FACING UNITS
VERSA-LOK
STANDARD
UNIT (BASE COURSE)
UNDISTURBED
SOIL
2
P-24-DUB-08
SLOPE PAVEMENT
AWAY FROM WALL
VERSA-LOK PAVEMENT AT BASE
1/16" = 1'-0"
VERSA-LOK STANDARD
UNIT (BASE COURSE)GRANULAR LEVELING PAD
MIN.6" THICK
PAVEMENT
EXPANSION JOINT
DRAIN PIPE
3
P-24-DUB-09
VERSA-LOK MOSAIC PINNING DETAIL
1 1/2" = 1'-0"
SNAP OFF REMAINDER
OF PIN ABOVE UNIT
PINHOLE
VERA-TUFF SNAP OFF
PIN, 2 PER UNIT
VERA-TUFF
SNAP OFF PIN,
2 PER UNIT
RECEIVING
SLOT
NOTE
IN SOME REGIONS, ALL UNITS OF THE MOSAIC RETAINING
WALL SYSTEM (COBBLE, ACCENT AND STANDARD) HAVE 1/4"
SETBACK OPTION, ALLOWING A NEW VERTICAL SETBACK
MOSAIC WALL. CONTACT THE LOCAL VERSA-LOK
MANUFACTURER NEAREST TO YOU FOR INFORMATION.
4
P-24-DUB-04
VERSA-LOK CAPPING DETAIL
1/2" = 1'-0"
B-CAP A-CAP
FOR STRAIGHT WALLS, ALTERNATE A-CAP AND B-CAP
SPLIT STANDARD
UNIT
SPLIT CAP SPLIT CAP
5
P-24-DUB-03
VERSA-LOK CURVED WALL CAP
1/2" = 1'-0"
NOTES
FOLLOW GEOGRID MANUFACTURER'S INSTRUCTIONS AND
REINFORCEMENT PLACEMENT AT CURVES AND CORNERS
MINIMUM RADIUS 8'
AT TOP OF WALL
RECOMMENDED
MINIMUM RADIUS 6'
BOTTOM OF WALL
6
P-24-DUB-05
VERSA-LOK MOSAIC UNITS
1/8" = 1'-0"
PINNING SLOTS FOR FREESTANDING WALLS
SPLITTING GROOVE FOR
FREESTANDING WALLS
SPLITTING GROOVE FOR HALF UNIT
PINHOLES FOR VERTICAL WALLS
PIN HOLES AND SLOTS FOR 3
4"
SETBACK WALL CONSTRUCTION
STRAIGHT SPLIT FACE
TYPICAL PAVER UNIT
PAVER UNIT ALTERNATE A
PAVER UNIT ALTERNATE B
7
P-24-DUB-06
BASE STEPPING DETAIL
MOSAIC-10" STEP
NOTE:
·LIMIT CHANGES IN BASE ELEVATION TO 10" PER STEP
TO AVOID DIFFERENTIAL SETTLEMENT
·STEP AS NEEDED TO MINIMIZE BURIED UNITS AND
MAINTAIN MINIMUM REQUIRED EMBEDMENT
·FOR EASE OF INSTALLATION, USE VERSA-LOK
STANDARD UNITS FOR THE BASE COURSEVERSA-LOK BASE STEPPING
1/16" = 1'-0"
6" LEVELING PAD VERSA-LOK
STANDARD UNITS
FINISH GRADE
8
P-24-DUB-10
3 HA
3 HK
3 HK
3 HA
5 HK
3 HA
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPE DETAILS23/25
KAA
PWJ
ENEPA
C
SD SIG
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T TIHCRADEREALETATSO TCOIHO
F
01.27.25
NATURAL CLEFT SLAB LIMESTONE STAIR
3/8" = 1'-0"
ODOT 304 STONE
FINISHED TREAD IS 13 1
4"
WITH 1 1
2" RESTING ON
PREVIOUS TREAD
LIMESTONE BLOCK
GEO-TEXTILE
3 1
2" (89 MM)
DECOMPOSED
AGGREGATE
3
P-24-DUB-14
SUBGRADE
3 1
2" (89 MM)
DECOMPOSED
AGGREGATE LANDSCAPE BED
SOIL
ODOT 304
TOP OF EDGING TO BE MAX.
OF 1
4" (6.4 MM) ABOVE
SURFACE MATERIAL
12" (305 MM)
ALUMINUM STAKES
TO LOCK INTO
PERFORMED
LOOPS ON THE
EDGING
PERMALOC PERMASTRIP
ALUMINUM EDGING
3
16" X 3 1
2"
(4.8 MM X 89 MM)
WEED BARRIER
FABRIC
DECOMPOSED GRANITE MEETS GRASS FRINGE
3/4" = 1'-0"
2
P-24-DUB-11
LANDSCAPE ENLARGEMENT
1
3 HA
3 HK
3 HK
3 HA
5 HK
3 HA
LANDSCAPE ENLARGEMENT
3/16" = 1'-0"
SEGMENTED RETAINING
WALL
GRAVEL
SEATING AREA
GRAVEL PATH
4
P-24-DUB-15
CODE QTY BOTANICAL NAME COMMON NAME COND.SIZE
DECIDUOUS SHRUBS
HA 9 Hydrangea macrophylla 'All Summer Beauty'All Summer Beauty Hydrangea CONT 3 Gal.
PERENNIALS
HK 11 Hosta x 'Krossa Regal'Krossa Regal Hosta CONT 1 GAL
PLANT SCHEDULE REPLACEMENT TREE
5 RETAINING_WALL
6 DECOMPOSED_AGGREGATE_PATH
0
SCALE:
feet102030
1" = 10'
NORTH
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPESPECIFICATIONS24/25
KAA
PWJ
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC STREET, STORM, AND WATER IMPROVEMENTSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
10/1/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 10/1/25 - 10:52 AM EDITED BY: PJONES DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\ONSITE CDS\2024.00690 LP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES LANDSCAPESPECIFICATIONS25/25
KAA
PWJ
ENEPA
C
SD SIG
ER
T TIHCRADEREALETATSO TCOIHO
F
01.27.25
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AECP9950
TBM1
CP900
CP947DUBLIN ROADPID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.82 ACRES
LIU CO
U
R
T
SCIOTO RIVER2
Area: 67,760 SF
(1.56 AC)
3
Area: 68,609 SF
(1.58 AC)
4
Area: 130,733 SF
(3.00 AC)
6
Area: 56,744 SF
(1.30 AC)
7
Area: 40,531 SF
(0.93 AC)
5
Area: 58,218 SF
(1.34 AC)
RESERVE A
Area: 26,048 SF
(0.60 AC)
1
Area: 40,116 SF
(0.92 AC)
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPRELIMINARY PLATFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
9/29/2025
DA
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 9/29/25 - 2:00 PM EDITED BY: DANUGERAH DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\PRELIMINARY PLAT\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
INDEX MAP
SHEET INDEX
1 - TITLE SHEET
2 - PRELIMINARY PLAT
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
Ohio Utilities Protection Service
Call 811before you dig
ARCHITECT
BASS STUDIO ARCHITECTS
36 KING AVENUE
COLUMBUS, OHIO 43201
CONTACT: TIMOTHY A. BASS, AIA, LEED AP
PHONE: (614) 294-4893
EMAIL: WWW.BASSSTUDIOARCHITECTS.COM
PRELIMINARY PLAT
FOR
LIU COURT
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
TITLE SHEET1/2
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVEROWNER MAINTENANCE DESCRIPTION
RESERVE A HOA HOA
PRIVATE OPEN SPACE WITH PROPOSED
GRAVEL PATH TO PROVIDE ACCESS TO
SEATING AREA AND WATERFRONT.
SANITARY
EASEMENT CITY OF DUBLIN CITY OF DUBLIN EASEMENT FOR SANITARY SEWER.
STORM
EASEMENT CITY OF DUBLIN CITY OF DUBLIN EASEMENT FOR STORM SEWER AND
SWALE.
LANDSCAPE
EASEMENT HOA HOA
EASEMENT FOR LANDSCAPE BUFFER
BETWEEN DUBLIN RD AND LOTS 1, 6, AND
7.
SITE DATA
ZONING:
PROPERTY OWNER:GEORGE CRIMSON LLC
PARCEL ID:273-001786-00
SITE ACREAGE:12.820 (REC)
12.793 (MEASURED)
SITE ZONING R-1, RESTRICTED SUBURBAN
RESIDENTIAL DISTRICT
FEMA FLOODPLAIN:39049C0151K (6/17/2008) ZONE X
SITE LAYOUT DATA:
TOTAL LOTS:7 LOTS
GROSS DENSITY (NET
DENSITY):0.55 LOTS/ACRE
MINIMUM DRIVE AISLE WIDTH:24'
MINIMUM LOT WIDTH:150' AT THE FRONT LINE OF THE
DWELLING
MINIMUM FRONT YARD
SETBACK:30'
MINIMUM REAR YARD SETBACK:50'
TOTAL SIDE YARD SETBACK:25', 8' MINIMUM ON ONE SIDE
REAR YARD MINIMUM:20% OF THE LOT DEPTH
BUILDING DATA:
BUILDING HEIGHT:35' MAXIMUM HEIGHT
LANDSCAPE DATA:
EXISTING IMPERVIOUS AREA:1.04 AC
PROPOSED IMPERVIOUS AREA:2.01 AC
GREENSPACE:10.10 AC (79%)
HORZ 1"=100'0 100 200
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03
THIS SURVEY IS BASED ON AN ACTUAL SURVEY PERFORMED
OF THE PREMISES IN AUGUST, 2024 AND IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
AMERICAN STRUCTUREPOINT,INC.
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AESCIOTO RIVERPID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
I.N. 202106160106000
1.672 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
I.N. 201201130006073
3.279 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL LUCKH
A
R
T
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.820 ACRES
EX POOL
EX DRIVE
EX DRIVE
EX BLDGDUBLIN ROADGALWAY ESTATES SUBDIVISION
P.B. 89, P.G. 55
LOT 1
LOT 9
LOT 8
LOT 7
LOT 42
LOT 6
LUTHER MITCHELL'S SCIOTO SHORES
P.B. 18, P.G. 37
RESERVE "D"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
KILLILEA, SECTION 2
P.B. 93, P.G. 91DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD(VARIABLE R/W WIDTH - PUBLIC)RESERVE "E"
CONVENTRY WOODS, SECTION 2
P.B. 73, P.G. 17
EX 24" WATERMAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP9950
TBM1
CP900
CP947
24'
F/F
P
R
O
P
3
0
'
S
A
N
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T
A
R
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A
S
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PROP 30' S
A
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EASEMENT
36' FRON
T
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SETBACK
92' FRONT
YARD
SETBACK
65' FRONT
YARD
SETBACK
31' FRONT
YARD
SETBACK
36' FRONT YARD
SETBACK
31' FRON
T
YARD
SETBACK
10+00
11+00
12+00
13
+
0
0
14+0015+0016
+
0
0
16
+
1
8
58'
R/W
LIU COU
R
T
PROP 10
'
R/W DED
I
C
A
T
I
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N
40' DUB
L
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D
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B
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40' DUBL
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58'20'N74°16'2
7
"
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-
1
3
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2
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L=130.74,R=90.00
S22°29'41"E
- 64
.04
'
L=22.61, R=215.00
L=140.46,R=91.00N01°47'33"W
22.64'
20'
LANDSC
A
P
E
EASEME
N
T
PROP 10
'
R/W DED
I
C
A
T
I
O
N
PROP 20'SANITARYEASEMENT41' FRONT
YARD
SETBACK
20'
LANDSC
A
P
E
EASEME
N
T
PROP 83' STORM
EASEMENT
EX 20' SAN
I
T
A
R
Y
EASEMENT
PROP 20' STORM
EASEMENT
E
X
2
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'
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PROP 20' STORM
EASEMENT
PROP 30' STORM
EASEMENT PROP 30' STORM
EASEMENT
PROP 20' STORM
EASEMENT
2
AREA: 67,760 SF
(1.56 AC)
3
AREA: 68,609 SF
(1.58 AC)
4
AREA: 130,733 SF
(3.00 AC)
6
AREA: 56,744 SF
(1.30 AC)
7
AREA: 40,531 SF
(0.93 AC)
5
AREA: 58,218 SF
(1.34 AC)
RESERVE A
AREA: 26,048 SF
(0.60 AC)
N83°56'54"E - 152.47'
N83°56'54"E - 389.84'S13°14'25"E - 116.39'N75°48'41
"
E
-
1
3
1
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6
2
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8
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4
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-
9
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9
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'
N87°42'49"E - 190.67'
N88°09'02"E - 192.68'S01°42'42"W20.60'S01°42'42"W - 98.19'S06°54'37"W - 94.11'S06°54'37"W - 106.85'N88°12'27"E - 158.34'
N50°
4
7'
0
7"
E -
1
4
0.
9
0'
N88°12'27"E - 167.57'
N88°12'27"E - 404.04'S06°54'37"W - 142.46'S88°16'20"W - 435.20'N01°47'33"W - 51.68'S88°16'20"W - 355.09'S15°33'22"E - 147.11'S15°33'22"E - 150.37'S15°33'22"E - 167.79'N74°16'2
7
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-
2
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7
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N76°33'00
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-
2
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8
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'S29°16'27"W33.40'N74°16'2
7
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-
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L=175.77,R=121.00
L=101.05,R=1
7
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=
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8
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=60.00
L =1 24.12,R=60.00L=26.87, R=60.00
L =4 6 .91,R=60.00
L
=
6
2.64,
R=60.00L=38.98,R=121.
0
0S22°29'41"E
-
67
.87
'L=38.29,R=179.00L=10
4.5
9,
R
=
1
7
9
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L=9 5 .97 ,R=179.00L=2 1 .1 7 ,R =1 7 9 .0 0
N74°16'2
7
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-
1
0
6
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5
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'S08°41'06"E - 83.09'2' SHAR
E
D
USE PAT
H
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N
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2' SHAR
E
D
USE PAT
H
EASEME
N
T
1
AREA: 40,116 SF
(0.92 AC)
S01°47'33"E
26.12'
L =1 5 2 .5 0 ,R =271.0 0
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-
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.87
'PROP 20'SANITARYEASEMENTPROP 20'SANITARYEASEMENTPROP
SANITARY
EASEMENT
(VARIES)
11' SHAR
E
D
USE PAT
H
11' SHAR
E
D
USE PAT
H
PROPOSED
DRIVE
PROP 20'SANITARYEASEMENT
L=121.38,R=2
1
5
.
0
0
L=15.34, R=24.00
L=86.36,R=
9
6
.0
0
S74°16'2
8
"
W
-
1
2
9
.
8
5
'
PROP 30' STORM
EASEMENT 161.27
'
37.14'
24.61'
79.1
5'76.09'65.67'30.55'PROP 20' STORM
EASEMENT
L
=
2
1
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0
,R=
1
5
0
.
0
0L=102
.
0
6
,R=15
0
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0N22°29'41"W
-
67
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N6
1
°
2
8
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4
4
"
W
54
.
6
0
'
S74°16'2
7
"
W
171.58'N22°29'41"W67.87
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HORZ 1"=40'0 40 80
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPRELIMINARY PLATFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
9/29/2025
DA
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 9/29/25 - 1:54 PM EDITED BY: DANUGERAH DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\PRELIMINARY PLAT\2024.00690 PRELIM PLAT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES PRELIMINARYPLAT2/2
SITE LEGEND
PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
CURB AND GUTTER
SIGN
PROJECT LIMITS
LIU COURTPID: 273-001793-00
ZONING: R-1
HEGENDERFER JUSTIN L &
ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001792-00
ZONING: R-1
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
ZONING: PLR
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001926-00
ZONING: R-1
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
PID: 273-001787-00
ZONING: R-1
BOULDERS AT SCIOTO
SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
DUBLIN ROAD
CP900
TBM1CP947
CP9950
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 108+89
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
1/24TITLE SHEETINDEX MAP
SHEET INDEX
1 - TITLE SHEET
2 - GENERAL NOTES
3 - TYPICAL SECTIONS
4 - DEMOLITION PLAN
5 - MAINTENANCE OF TRAFFIC PLAN PHASE 1
6 - MAINTENANCE OF TRAFFIC PLAN PHASE 2
7 - MAINTENANCE OF TRAFFIC PLAN PHASE 3
8 - SCHEMATIC PLAN
9-10 - PLAN & PROFILE
11 - MULTI-USE PATH PROFILE
12-19 - DUBLIN RD CROSS SECTIONS
20 - SIGNAGE AND STRIPING PLAN
21 - SIGHT DISTANCE PLAN
22 - EROSION CONTROL PLAN
23 - EROSION CONTROL NOTES
24 - INTERSECTION & DRIVEWAY DETAILS
Ohio Utilities Protection Service
Call 811before you dig
PUBLIC ROADWAY WIDENING PLANS
FOR
DUBLIN ROAD
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
APPROVED:
CITY OF DUBLIN:
SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE
AND GENERAL LOCATION OF THE PROJECT AND DOES NOT CONSTITUTE
ASSURANCE TO OPERATE AS INTENDED. ALL TECHNICAL DETAILS REMAIN THE
RESPONSIBILITY OF THE PROFESSIONAL CIVIL ENGINEER PREPARING THE PLANS.
REGISTERED ENGINEER E-86125 DATE
DIRECTOR OF ENGINEERING/CITY ENGINEER
CITY OF DUBLIN, OHIO
PAUL A. HAMMERSMITH, P.E.
DATE
STANDARD CONSTRUCTION DRAWINGS
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON THESE
PLANS SHALL BE CONSIDERED A PART THEREOF.
MD-02
MD-03
MD-05
PD-02
PD-03
PD-04
PD-06
RD-01
RD-02
RD-03
RD-05
RD-09
RD-10
SA-04
ST-01
ST-03
ST-04
ST-05
ST-06
WA-01
CITY OF DUBLIN
(2020 EDITION)ODOT
BP-3.1
DESIGN
CRITERIA
DESIGN SPEED POSTED SPEED
DUBLIN ROAD 50 MPH 45 MPH
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVERHORZ 1"=60'0 60 120
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
ARCHITECT
BASS STUDIO ARCHITECTS
36 KING AVENUE
COLUMBUS, OHIO 43201
CONTACT: TIMOTHY A. BASS, AIA, LEED AP
PHONE: (614) 294-4893
EMAIL: WWW.BASSSTUDIOARCHITECTS.COM PROFE
SSIONA L E N G INEERR
E
GIS T E R E DSTATE OF O
H
IOE-86125
MATTHEW
LILIE
J.
07/17/2025
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
2/24GENERAL NOTESGENERAL NOTES
1.CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND
MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO
(HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL
CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN
SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY
THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS
UNLESS OTHERWISE NOTED.
2.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,
TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE
CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR
FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT
DOCUMENTS.
3.THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES
OF INTENT (NOI), BUILDING PERMITS, ETC.
4.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN
WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,
STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE
PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE
ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146.
6.FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE
REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF
ENGINEERING THAT DOCUMENTS "AS_BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND
ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE
PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE
CONSTRUCTIONS DRAWINGS.
7.THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT_OF_WAY
AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS,
UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,
REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.
IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN
OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
9.NON_RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR
HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER
CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR
WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE
GRADES AND CROSS_SECTIONS THAT EXISTED BEFORE CONSTRUCTION.
11.TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR
COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION
97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED
UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR
FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT
TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
12.DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR
FLOODPLAIN) IS NOT PERMITTED.
13.ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN
RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR
REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
14.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR
REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE
CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
15.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF
MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE
SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF
COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT
BE APPROVED FOR INSTALLATION.
16.BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES,
ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.)
SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS OR FLOWABLE CDF, TYPE II ACCORDING TO ITEM 613. ITEM 911 OF THE
STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
17.THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS
AND A LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY
OF COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING
CONSTRUCTION.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISION
CITY OF COLUMBUS
1800 EAST 17TH AVENUE
COLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERING
CITY OF DUBLIN
6555 SHIER RINGS ROAD
DUBLIN, OHIO 43016
18.ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE
APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING
HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE
PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING
HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
19.ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR
REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH
VISIBILITY FENCING PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 - INCHES
OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED WITH FENCING
PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT
INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE
REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING.
20.CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT,
UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER. USE OF PNEUMATIC AIR RAM
DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING
STREETS MUST BE OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING
BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING PAVEMENT
BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE II) SHALL BE USED IN PLACE OF
COMPACTED GRANULAR BACKFILL, ACCORDING TO ITEM 613 OF THE STANDARD
SPECIFICATIONS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE
RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL
ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO
THE CITY.
22.PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING
PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. PAVEMENT REPLACEMENT SHALL BE
CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND
APPLICABLE CITY OF DUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS,
HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT, ETC. SHALL BE
PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWINGS.
23.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED
ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM
ANY BROKEN BRANCHES AS NEEDED.
24.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN
APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.
25.ALL INLETS SHALL BE CHANNELIZED.
26.PARK AREAS SHALL BE FINE_GRADED AND SEEDED WITH THE FOLLOWING MIXTURE:
IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
GERMINATION RATE: 85%
APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS
AND RECREATION, CITY OF DUBLIN, OHIO.
27.TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST
ANCHOR BASE INSTALLATION AND MEET ALL REQUIREMENTS OF ODOT TC-41.20 AND
APPLICABLE CITY OF DUBLIN SPECIFICATIONS.
28. STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING
COLORED IN WHITE DISPLAYED OVER A BROWN BACKGROUND. SIGN TUBING SHALL BE
BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE
INSTALLATION REQUIREMENTS OF ODOT TC-41.20.
UTILITIES
1.THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS
PROJECT:
AEP OHIO - ELECTRIC
BREEZELINE - TELECOM
COLUMBIA GAS OF OH-COLUMBUS - GAS
DUBLIN SEWER - SANITARY SEWER
DUBLIN WATER - WATER MAIN
DUBLIN DIVISION OF ENGINEERING - STORMWATER
AT&T - TELECOM
CHARTER COMM - TELECOM
2.THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES
PROTECTION SERVICE (TELEPHONE NUMBER 800_362_2764), PRODUCER'S UNDERGROUND
PROTECTION SERVICE (TELEPHONE NUMBER 614_587_0486), AND TO OWNERS OF
UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND
PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START
OF CONSTRUCTION.
3.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE
CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS
AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY
OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR
OF THE SAME AND FOR ANY RESULTING CONTINGENT DAMAGE.
4.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND THE CITY ENGINEER.
6.PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF
DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
1.TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR ACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(OMUTCD), CURRENT EDITION.
2.ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00
AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE
CITY ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM
ONE_LANE TWO_WAY TRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE
FLAGMEN DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENT WHENEVER ONE_LANE,
TWO_WAY TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS
DIRECTED BY THE CITY ENGINEER.
3.IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER
PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED,
OFF_DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
4.STEADY_BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND
SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT.
5.ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING
RESIDENTS OR BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT FOR MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY
VEHICLES. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE
PROPOSED MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFIC CONTROL PLAN MUST
INCORPORATE ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC
CONTROL PLAN PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
1.THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT
(NOI) TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO
OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE
UNDER THE OHIO EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE
NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY
BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE
MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL
SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER.
AN INDIVIDUAL NPDES STORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE
CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
2.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM
WATER RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW,
AND STORM SEWERS.
3.ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT
LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND
TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
4.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES
CONSISTENT WITH EROSION CONTROL PRACTICES.
5.DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE
SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER
SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE
GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION
BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
1.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE
DEPARTMENT PRIOR TO BLASTING FOR ROCK EXCAVATION. THE CONTRACTOR SHALL
SUBMIT BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE
OWNER, AND THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON
"AS_BUILT" CONSTRUCTION DRAWINGS.
SANITARY SEWERS
1.CONNECTIONS TO THE SANITARY SEWER WILL BE PERMITTED UPON RECEIVING AN OEPA
PERMIT TO INSTALL (PTI), AND UPON RECEIVING A SATISFACTORY LETTER FROM THE
DESIGN ENGINEER STATING THAT THE PROJECT HAS BEEN CONSTRUCTED AS PER THE
PLANS, AND ALL OF THE CONDITIONS OF THE PTI HAVE BEEN MET. THE DEVELOPER IS
RESPONSIBLE FOR OBTAINING ALL REQUIRED OHIO EPA APPROVALS AND PAYING REVIEW
FEES.
2.SANITARY SEWAGE COLLECTION SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE RULES, REGULATIONS, STANDARDS AND SPECIFICATIONS OF THE CITY OF DUBLIN, OHIO
EPA, OHIO DEPARTMENT OF HEALTH AND THE CURRENT EDITION OF THE GREAT
LAKES-UPPER MISSISSIPPI RIVER BOARD (TEN STATES) - RECOMMENDED STANDARDS FOR
WASTEWATER FACILITIES.
3.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPE WITH DIAMETERS 8 INCHES TO 10
INCHES SHALL BE PVC SEWER PIPE ASTM D3034, SDR 35. PIPE FOR 6 INCH DIAMETER HOUSE
SERVICE LINES SHALL BE PVC PIPE ASTM D3034, SDR 35. PVC PIPE SHALL NOT BE USED AT
DEPTHS GREATER THAN 28 FEET. PIPE MATERIALS AND RELATED STRUCTURES SHALL BE
SHOP TESTED IN ACCORDANCE WITH CITY OF COLUMBUS CONSTRUCTION INSPECTION
DIVISION QUALITY CONTROL REQUIREMENTS.
4.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPES WITH DIAMETERS 12 INCHES TO
30 INCHES SHALL BE PVC SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM
F2736. SANITARY SEWER PIPES WITH DIAMETERS 30 INCHES TO 60 INCHES SHALL BE PVC
SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM F2764.
5.ALL IN_LINE WYE AND TEE CONNECTIONS IN CONCRETE SEWERS, 18-INCH DIAMETER AND
LARGER, SHALL BE EITHER KOR_N_TEE OR KOR_N_SEAL CONNECTIONS CONFORMING TO
THE MANUFACTURER'S RECOMMENDATIONS.
6.GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912
OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO
ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
7.ALL MANHOLE LIDS SHALL BE PROVIDED WITH CONTINUOUS SELF_SEALING GASKETS. THE
APPROVED CONSTRUCTION DRAWINGS SHALL SHOW WHERE BOLT_DOWN LIDS ARE
REQUIRED. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE OR AS APPROVED
BY THE CITY ENGINEER AND CONFORM TO THE CITY OF DUBLIN SANITARY MANHOLE
STANDARD DRAWING. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO.
8.ALL PVC SEWER PIPES SHALL BE DEFLECTION TESTED NO LESS THAN 60 DAYS AFTER
COMPLETION OF BACKFILLING OPERATIONS. ALL OTHER REQUIREMENTS SHALL BE
ACCORDING TO ITEM 901.21 OF THE STANDARD SPECIFICATIONS.
9.TEMPORARY BULKHEADS SHALL BE PLACED IN PIPES AT LOCATIONS SHOWN ON THE
APPROVED CONSTRUCTION DRAWINGS AND SHALL REMAIN IN PLACE UNTIL THE PERMIT TO
INSTALL (PTI) HAS BEEN ISSUED BY THE OEPA AND THE SEWERS HAVE BEEN APPROVED
FOR USE BY THE CITY ENGINEER. THE COST FOR FURNISHING, INSTALLING, MAINTAINING,
AND REMOVING BULKHEADS SHALL BE INCLUDED IN THE CONTRACT UNIT BID PRICE FOR
THE VARIOUS SANITARY SEWER ITEMS.
10.ALL SANITARY SEWERS INCLUDING SANITARY SEWER SERVICE LINES SHALL BE SUBJECTED
TO AND PASS INFILTRATION OR EXFILTRATION TESTS ACCORDING TO ITEM 901 OF THE
STANDARD SPECIFICATIONS AND MUST BE APPROVED FOR USE BY THE CITY ENGINEER
BEFORE ANY SERVICE CONNECTIONS ARE TAPPED INTO SEWERS.
11.FOR SANITARY SEWER INFILTRATION, LEAKAGE THROUGH JOINTS SHALL NOT EXCEED 100
GALLONS PER INCH OF TRIBUTARY SEWER DIAMETER PER 24 HOURS PER MILE OF LENGTH
OR THE COMPUTED EQUIVALENT. ALL SANITARY SEWERS SHALL BE TESTED.
12.AT THE DETERMINATION OF THE CITY ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO
PERFORM A TV INSPECTION OF THE SANITARY SEWER SYSTEM PRIOR TO FINAL
ACCEPTANCE BY THE CITY. THIS WORK SHALL BE COMPLETED BY THE CONTRACTOR AT HIS
EXPENSE.
13.VISIBLE LEAKS OR OTHER DEFECTS OBSERVED OR DISCOVERED DURING TV INSPECTION
SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.
14.ROOF DRAINS, FOUNDATION DRAINS, FIELD TILE OR OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE STRICTLY PROHIBITED ACCORDING TO SECTION
51.23 OF THE DUBLIN CODE OF ORDINANCES.
15.ALL WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY AND 18 INCHES
VERTICALLY, FROM SANITARY SEWERS AND STORM SEWERS, TO THE GREATEST EXTENT
PRACTICABLE. WHERE SANITARY SEWERS CROSS WATER MAINS OR OTHER SEWERS OR
OTHER UTILITIES, TRENCH BACKFILL SHALL BE PLACED BETWEEN THE PIPES CROSSING AND
SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS. IN THE EVENT THAT A WATER LINE MUST CROSS WITHIN 18 INCHES OF A
SANITARY SEWER, THE SANITARY SEWER SHALL BE CONCRETE ENCASED OR CONSIST OF
DUCTILE IRON PIPE MATERIAL.
16.SERVICE RISERS SHALL BE INSTALLED WHERE THE DEPTH FROM WYES TO PROPOSED
GROUND ELEVATION EXCEEDS 10 FEET. TOPS OF RISERS SHALL BE NO LESS THAN 9 FEET
BELOW PROPOSED GROUND ELEVATION IF BASEMENT SERVICE IS INTENDED.
17.WHERE SERVICE RISERS ARE NOT INSTALLED, A MINIMUM 5_FOOT LENGTH OF SANITARY
SEWER SERVICE PIPE OF THE SAME SIZE AS THE WYE OPENING SHALL BE INSTALLED.
18.THE CONTRACTOR SHALL FURNISH AND PLACE, AS DIRECTED, APPROVED WYE POLES MADE
OF 2 INCHES X 2 INCHES LUMBER AT ALL WYE LOCATIONS, ENDS OF EXTENDED SERVICES,
OR AT THE END OF EACH RISER WHERE RISERS ARE REQUIRED. WYE POLES SHALL BE
VISIBLE BEFORE ACCEPTANCE BY THE CITY. THE COST OF THESE POLES SHALL BE
INCLUDED IN THE CONTRACT UNIT PRICE FOR THE VARIOUS SEWER ITEMS.
19.EXISTING SANITARY SEWER FLOWS SHALL BE MAINTAINED AT ALL TIMES. COSTS FOR
PUMPING AND BYPASSING SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE BID FOR
THE RELATED ITEMS.
20.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT, AND LABOR TO MAKE
CONNECTIONS TO EXISTING MANHOLES. THE SEWER PIPE TO MANHOLE CONNECTIONS FOR
ALL SANITARY SEWERS SHALL BE FLEXIBLE AND WATERTIGHT. ALL HOLES SHALL BE
NEATLY CORED. THE SEWER PIPE BARREL AT THE SPRINGLINE SHALL NOT EXTEND MORE
THAN 1 INCH BEYOND THE INSIDE FACE OF THE MANHOLE. TO MAINTAIN FLEXIBILITY IN THE
CONNECTION, A 1_INCH SPACE SHALL BE LEFT BETWEEN THE END OF THE PIPE INSIDE THE
MANHOLE AND THE CONCRETE CHANNEL; THIS SPACE SHALL BE FILLED WITH A
WATERPROOF FLEXIBLE JOINT FILLER. ANY METAL THAT IS USED SHALL BE TYPE 300
SERIES STAINLESS STEEL. THE CONNECTION MAY BE ANY OF THE FOLLOWING TYPES:
A.RUBBER SLEEVE WITH STAINLESS STEEL BANDING.
1)KOR_N_SEAL AS MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC.
2)LOCK JOINT FLEXIBLE MANHOLE SLEEVE AS MANUFACTURED BY INTERPACE
CORPORATION.
3)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
B.RUBBER GASKET COMPRESSION.
1)PRESS WEDGE II AS MANUFACTURED BY PRESS_SEAL GASKET CORPORATION.
2)DURA SEAL III AS MANUFACTURED BY DURA TECH, INC.
3)LINK_SEAL AS MANUFACTURED BY THUNDERLINE CORPORATION.
4)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
THE COST FOR THIS WORK ALONG WITH A NEW CHANNELIZED BASE FOR THE MANHOLE
SHALL BE INCLUDED IN THE UNIT BID PRICE FOR THE RELATED ITEMS OF WORK.
WATER LINE 1-17 DELETED
STORM SEWER 1-11 DELETED
MAIL DELIVERY
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN
THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS
RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION
THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE
RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION.
ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US
POSTAL SERVICE AND THE HOMEOWNER.
2.BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S.
POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE
POSTAL SERVICE.
USE OF FIRE HYDRANTS
1.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE
DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIRE HYDRANTS
WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF
DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS.
THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED FROM DUBLIN AND
COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS
SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
2.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM
THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATING THAT THE
CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS
PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
3/24TYPICAL SECTIONS℄ DUBLIN ROAD6
40'
1.56%
EX. GRADE 1.56%
PROFILE
ELEVATION
EDGE OF
PAVEMENT TO
CONSTRUCTION
CL VARIES
2'-0'' PAVED
SHOULDER
E
X
G
R
A
D
E 4:14:
1
798
10' R/W
DEDICATION
11' SHARED USE
PATH
TYPICAL SECTION LEGEND
ITEM 442 - 1 1/4" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, (448) PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.075 GAL/S.Y.
ITEM 441 - 1 3/4'' ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE 2, (448), PG. 64-22
ITEM 407 - NON-TRACKING TACK COAT @ 0.10 GAL/S.Y.
ITEM 301 - 6" BITUMINOUS AGGREGATE BASE
ITEM 304 - 6" AGGREGATE BASE
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING, AS PER PLAN (SEE
NOTE 32 ON GENERAL NOTE PAGE)
ITEM 441 - 2 1/2" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, (448), MEDIUM TRAFFIC, PG. 64-22
ITEM 653 - 3" TOPSOIL FURNISHED AND PLACED
ITEM 254 - PAVEMENT PLANING, 1 1/4" TYP
ITEM 442 - THICKNESS VARIES, ASPHALT CONCRETE
INTERMEDIATE COURSE (WEDGE COURSE), 12.5MM, TYPE
A (449), SEE VARIABLE THICKNESS TABLE BELOW
ITEM 254 - PAVEMENT PLANING, 2 1/2" TYP
ITEM 441 - 1 1/4" ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE 2, (448), PG. 64-22
1
2
3
4
5
6
7
8
9
10
11
12
13
14
2
3
4
5
7
1
6℄ CONSTRUCTION11
12
10
30'
CONSTRUCTION
CL TO DUBLIN
ROAD CL VARIES
EDGE OF TRAVELED WAY2'-0'' GRASS
SHOULDER
4:1 MAX4:1 MA
X
8.33%
10
3'-0'' MILLED
STRIP FROM
SAWCUT LINE
1
CONSTRUCTION
CL TO SAWCUT
LINE VARIES
SAWCUT LINE TO
EDGE OF PAVEMENT
VARIES
VARIES FROM
2.45'-4.74'
VARIES FROM
2.45'-4.74'
1
14
13111EXISTING EDGE OFPAVEMENTSTATION DATA
NAME BEGIN STA END STA
DUBLIN ROAD 100+38.29 104+05.0
DUBLIN ROAD 105+13.2 107+95.49
TYPICAL SECTION - DUBLIN ROAD
NOT TO SCALEA
EX
G
R
A
D
E
1' SHARED
USE PATH
EASEMENT
ESTIMATE OF QUANTITIES
THESE QUANTITIES HAVE BEEN PROVIDED ONLY AS AN ESTIMATE TO THE SCOPE OF THE WORK. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE TO EVALUATE THE COMPLETE PROJECT AS DETAILED IN THE NOTES, PLANS, AND SPECIFICATIONS AND
PROCEDURES NECESSARY FOR THE COMPLETION OF THE PLAN IMPROVEMENTS AND SUBMIT HIS TOTAL PROJECT COST
ACCORDINGLY.
ROADWAY
ITEM QUANTITY UNIT DESCRIPTION
201 LUMP SUM CLEARING AND GRUBBING
202 580 SF ASPHALT REMOVAL
202 1140 SF CONCRETE REMOVAL
202 345 LF GUARDRAIL REMOVAL
202 12 EA REMOVE TREE
202 1 EA 12" CULVERT REMOVAL
203 CY EXCAVATION
203 CY EMBANKMENT
203 17,662 SF 1.25" MILL AND OVERLAY
203 2,272 SF 2.5" MILL AND OVERLAY
204 998 SY SUBGRADE COMPACTION
207 27 CY STABILIZED CONSTRUCTION ENTRANCE
301 166 CY 6" BITUMINOUS AGGREGATE BASE
304 166 CY 6' AGGREGATE BASE
407 75 GAL TACK COAT (0.075 GAL/SY)
407 100 GAL TACK COAT (0.10 GAL/SY)
448*35 CY
1 1/4" ASPHALT CONCRETE SURFACE COURSE, TYPE I, MEDIUM TRAFFIC,
PG64-22
448*35 CY
1 1/4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE II, MEDIUM TRAFFIC,
PG64-22
448*48 CY
1 3/4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE II, MEDIUM TRAFFIC,
PG64-22
659 589 SY SEEDING & MULCHING
SPEC 1 LUMP PROOF SURVEY, A.P.P.
STORM
604 2 EA PRECAST HEADWALL (AA-S168)
901 59 LF 12" STORM PIPE, WITH ITEM 912 BACKFILL
EROSION CONTROL
207 SY TEMPORARY SEEDING AND MULCHING
SPEC 6 EA NO. 2 STONE CHECK DAM
SPEC 1 EA CONCRETE WASHOUT AREA
SPEC x EA INLET PROTECTION
MAINTENANCE OF TRAFFIC*
614 1 LUMP MAINTAINING TRAFFIC
CALCULATED BY: MTR DATE: 06/21/2022 CHECKED BY: JRP 06/21/2022
1'-0"
8
7192 AT&TBELL SYSTEMS322A56TOP=853.62' (3' LID)SW6959FRONTIER 7192w/ELEC.&COMM. DROPSw/RISERICVOUTLETINTERCOMw/ELEC.&COMM. DROPTBOXWOWWAY 7177 DUBLIN RDcannot open
INV:840.88EX 24" WATER MAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900TBM1CP947CP9950EX 16" FORCE MAIN (19-025-CIP)
EX 16" FORCE MAIN (19-025-CIP)
EX LIGHT POLE
EX FIRE HYRDANT
EX LIGHT POLE EX FIRE HYRDANT
EX LIGHT POLE
EX TELECOM & OVERHEAD ELECTRIC
EX FENCE
EX WATER
VALVE
EX WATER MAIN
EX DOP OHE
EX WATER
VALVE
EX GAS VALVE
EX GAS MAIN
EX ELECTRIC
BOX
EX LIGHT POLE
EX GAS MARKER
EX DRIVE
EX HYDRANTEX WATER METER
EX WATER VALVE
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
EX GAS MAIN
EX GAS VALVE
EX LIGHT POLE
EX STM
EX DRIVE
EX PWR & TELE POLE
EX GUY WIRE
(TYP)
EX GUY WIRE
(TYP)
EX UTIL MISC
EX LIGHT POLE
1
2
33
4
4
5
6
5
6
24" BOXELDER
24" BOXELDER
2"
2"
2"
2"
24"24"
6"42" DUBLIN LANDMARK
TREE 4440
4"4"4"4"4"4"4"4"
MULCH-9 BUSHES & FLOWERS
MULCH-11 BUSHES & FLOWERS
GUARD SHACK
MULTI-USE PATH
INTERSECTION AHEAD
MULTI-USE PATH
MULTI-USE PATH
MULTI-USE PATH
369691
conc
369692
322a56
7192
sw-6959
columbia
energy group
7177
conc
conc
WHITE
LAYERED STONE WALL
ASPH
ASPH
WHITE
16"
16"
14"
8"
8"
WOODEN
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
DOUBLE YELLOW
ASPH
ASPH LAYERED STONE
W
A
L
L LAYERED STONE WALL LAYERED STONE WALL
TBM#1
2"
1"
1
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
DUBLIN RD
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.78 ACRES
12" RCP
12" RCP
EXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89 18" RCP12" RC
P
24" RCPINV:840.88
12" CPP
DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX GUARDRAIL
EX MAILBOX
90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00PI: 97+54.31PROJECT LIMITS
7
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:57 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 EC&DP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
4/24DEMOLITION PLANHORZ 1"=30'0 30 60
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
DEMOLITION LEGEND
TBR TO BE REMOVED
TBRO TO BE REMOVED BY OTHERS
TBRR TO BE REMOVED AND REPLACED
ASPHALT PAVEMENT TO BE REMOVED
CONCRETE PAVEMENT TO BE REMOVED
MILLING LIMITS
ITEM TO BE REMOVED
PAVEMENT TO BE SAWCUT
TREE TO BE REMOVED
SPRINKLER HEAD TO BE REMOVED
CODED NOTES
EXISTING 12" CULVERT TBR
EXISTING INTERSECTION SIGN TO BE RELOCATED
EXISTING GUARDRAIL (345' TBR)
EXISTING PAVEMENT TO BE SAWCUT (2'-2.5' FROM
EOP)
EXISTING PAVEMENT TO BE MILLED 1.25"
EXISTING PAVEMENT WITHIN 3' OF SAWCUT LINE
TO BE MILLED 2.5"
EXISTING POLE TO BE RELOCATED, COORDINATE
WITH UTILITY PROVIDER
1
2
3
4
5
6
7
NOTES:
CONTRACTOR TO PROTECT ALL UTILITY POLES DURING
CONSTRUCTION.
135' TAPER
350'W20-1-48W1-H16(L)-3640' SPACING CENTER OF
DRUM TO CENTER OF DRUM
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
40'
20'W20-1-4813'12'W1-H16(R)-36R4-7B-18W1-H16(R)R6-2R
DUBLIN ROAD
88+00 89+00 90+00 91+00 92+00 93+00
88+29.5, 20.0' L
89+02.0, 2.5' L
90+22.0, 1.2' L
91+02.0, 2.2' L
93+02.0, 3.2' L
88+87.3, 22.5' R88+31.1, 23.8' R
PROJECT LIMITS
INV:840.88W20-1-4820' SPACING CENTER OF
DRUM TO CENTER OF DRUM
40' SPACING CENTER OF
DRUM TO CENTER OF DRUM 350'
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
40'
20'W20-1-48DUBLIN ROAD
12'12'R4-7B-18W1-H16(R)-36R6-2R
94+00 95+00 96+00 97+00 98+00 99+00PI: 97+54.3195+02.0, 6.4' L
97+79.5, 4.0' L
97+99.2, 4.1' L
98+73.5, 13.5' R
98+72.5, 24.9' L
W2-2 & W16-8aP94+62.1, 8.8' R
CONTRACTOR TO PROVIDE
TEMPORARY INTERSECTION
SIGN DURING CONSTRUCTION
PROJECT LIMITS
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 MOT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
5/24MAINTENANCE OFTRAFFIC PLAN PHASE 1MATCHLINE SEE ABOVE (STA: 93+83.00)MATCHLINE SEE BELOW (STA: 93+83.00)HORZ 1"=20'0 20 40
NOTES:
CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVES DURING
CONSTRUCTION
NO PEDESTRIAN TRAVEL IS PERMITTED WITHIN WORK ZONE
AREAS
RAISED PAVEMENT MARKER REFLECTORS TO BE REMOVED
DURING PHASE 1 PER COC ITEM 621.
LEGEND
WORK ZONE
DRUM
SIGN
PHASE 1:
MOT DURING INSTALLATION OF TURN LANE.
W20-1-4840' SPACING CENTER OF
DRUM TO CENTER OF DRUM
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
40'
20'W20-1-4813'13.5'DUBLIN ROAD
88+00 89+00 90+00 91+00 92+00 93+00
89+21.8, 20.5' L
PROJECT LIMITS
100' TAPER
W20-4-48W20-7-48350'350'350'
BEGIN CONSTRUCTION
STA: 100+38.29NOT TO SCALE
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
40' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
40'DUBLIN ROAD
14'12'94+00 95+00 96+00 97+00 98+00 99+00
PROJECT LIMITS
END CONSTRUCTION
STA: 107+95.49
20'W20-1-48W20-4-48W20-7-48350'350'100' TAPER
W20-1-4898+79.7, 13.5' R
350'
NOT TO SCALE
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 MOT P2.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
6/24MAINTENANCE OFTRAFFIC PLAN PHASE 2HORZ 1"=20'0 20 40MATCHLINE SEE ABOVE (STA: 93+83.00)MATCHLINE SEE BELOW (STA: 93+83.00)NOTES:
CONTRACTOR TO MAINTAIN ACCESS TO
ALL DRIVES DURING CONSTRUCTION
NO PEDESTRIAN TRAVEL IS PERMITTED
WITHIN WORK ZONE AREAS
RAISED PAVEMENT MARKER REFLECTORS
TO BE REMOVED DURING PHASE 1 PER
COC ITEM 621.
LEGEND
WORK ZONE
DRUM
SIGN
TRAFFIC FLOW
PHASE 2:
MILL AND OVERLAY EAST PORTION OF DUBLIN RD.
W20-1-4840' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
40'W20-1-4813'13.5'DUBLIN ROAD
88+00 89+00 90+00 91+00 92+00 93+00
89+21.8, 20.5' L
PROJECT LIMITS
W20-4-48W20-7-48350'350'350'
BEGIN CONSTRUCTION
STA: 100+38.29NOT TO SCALE
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM
20'
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
40' SPACING CENTER OF
DRUM TO CENTER OF DRUM
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
40'DUBLIN ROAD
14'12'94+00 95+00 96+00 97+00 98+00 99+00
PROJECT LIMITS
END CONSTRUCTION
STA: 107+95.49 W20-1-48W20-4-48W20-7-48350'350'100' TAPER
W20-1-4898+79.7, 13.5' R
350'
NOT TO SCALE
20' SPACING CENTER OF
DRUM TO CENTER OF DRUM 20'
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:18 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 MOT P2.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
7/24MAINTENANCE OFTRAFFIC PLAN PHASE 3HORZ 1"=20'0 20 40MATCHLINE SEE ABOVE (STA: 93+83.00)MATCHLINE SEE BELOW (STA: 93+83.00)NOTES:
CONTRACTOR TO MAINTAIN ACCESS TO
ALL DRIVES DURING CONSTRUCTION
NO PEDESTRIAN TRAVEL IS PERMITTED
WITHIN WORK ZONE AREAS
RAISED PAVEMENT MARKER REFLECTORS
TO BE REMOVED DURING PHASE 1 PER
COC ITEM 621.
LEGEND
WORK ZONE
DRUM
SIGN
TRAFFIC FLOW
PHASE 3:
MILL AND OVERLAY WEST PORTION OF DUBLIN RD.
w/RISERDUBLIN ROAD
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
PROP STRIPING
EX LIGHT POLE
PROP E/P
EX FIRE HYRDANT
EX LIGHT POLE
EX LIGHT POLE
EX TELECOM & OVERHEAD ELECTRIC
EX WALK
EX FENCE
EX WATER
VALVE
EX WATER MAIN
EX DOP OHE
EX WATER
VALVE
12'11'EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
EX GAS MAIN
EX ELECTRIC
BOX
EX LIGHT POLE
EX GAS MARKER
EX DRIVE
PROP STRIPING
10+0011+00101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA: 100+38.29
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
EX GAS MAIN
EX GAS VALVE
EX LIGHT POLE
EX STM
EX DRIVE
EX GUY WIRE
(TYP)
EX UTIL MISC
101100
12" STM 11'11'11'PROP E/P
PROP E/P
11' MULTI-USE PATH
LIU COURT27.22'10'30'12'6
Area: 56,805 SF
(1.30 AC)TOP=853.62' (3' LID)w/ELEC.&COMM. DROPcannot open
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
EX FIRE HYRDANT
12'11'EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
PROP STRIPING
10+0011+00105+00 106+00 107+00 108+00
END CONSTRUCTION
STA: 107+95.49EX 24" STM
EX HYDRANT
EX 18"
S
T
M EX 18" STMEX WATER METER
EX WATER VALVE
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
EX PWR & TELE POLE
EX GUY WIRE
(TYP)
EX LIGHT POLE11'PROP E/P PROP E/PPROP E/P
LIU COURT27.22'30'1
Area: 40,065 SF
(0.92 AC)
11' MULTI-USE PATH
106
105
10412"
STM
102
103
36" STM12" STM
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:59 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 SP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
8/24SCHEMATIC PLANHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE BELOWMATCHLINE: SEE ABOVESITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY
STRAIGHT CURB
CURB AND GUTTER
SIGN
PAVEMENT MARKINGS
w/RISERDUBLIN ROAD
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
EX LIGHT POLE
PROP EOP
EX FIRE HYRDANT
EX LIGHT POLE
EX LIGHT POLE
EX TELECOM & OVERHEAD ELECTRIC
EX WALK
EX FENCE
EX WATER
VALVE
EX WATER MAIN
EX DOP OHE
EX WATER
VALVE
EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
EX GAS MAIN
EX ELECTRIC
BOX
EX LIGHT POLE
EX GAS MARKER
EX DRIVE
10+0011+00101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA: 100+38.29
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
EX GAS MAIN
EX GAS VALVE
EX LIGHT POLE
EX STM
EX DRIVE
EX GUY WIRE
(TYP)
EX UTIL MISC
101100
12" STM
PROP E/P
11' MULTI-USE PATH
LIU COURT10'30'EOP
100+38.3, 15.2' R
EOP
100+48.4, 16.0' R
EOP
100+54.6, 16.2' R EOP
101+08.8, 17.5' R
EOP
103+63.0, 25.2' R
EOP
104+16.8, 25.3' R
HEADWALL
100+47.0, 24.7' R HEADWALL
101+06.0, 26.0' R
SAWCUT
104+82.8, 10.5' R
EOP
105+00.7, 24.8' R
PROP DRIVEWAY
ADJUST TO GRADE11'12'11'6
Area: 56,805 SF
(1.30)
PROJECT LIMITS
6+00 7+00 8+00 9+00 10+00
REMOVE AND RELOCATE
COORDINATE WITH UTILITY PROVIDER
103+41.1, 27.5' R
SCALE: H:1"=20', V:1"=5'
DUBLIN ROAD CROWN
830
840
850
860
EXISTING GRADE
EXISTING GRADE
843.40843.91845.34846.89848.34849.47850.53851.60852.49852.92853.33853.65853.96854.10854.23854.11853.98853.96853.94853.92853.91100+15 101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA=100+38.29
ELEV = 844.65
100
COC AA-S168N: 770367.05E: 1796188.8759' ~ 12" STM
@
3
.
3
5
%
101
COC AA-S168N: 770424.19E: 1796174.07STA: 101+0612" INV (S): 845.75STA: 100+4712" INV (N): 843.77PROFILE CL EAST DITCH
PROFILE CL EAST DITCH
847.36848.37849.39850.40851.41851.79852.17852.55852.71852.88853.04853.21JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:58 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
9/24PLAN & PROFILEHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE SHEET 10SITE LEGEND
STRAIGHT CURB
CURB AND GUTTER
SIGN
PROPOSED MILL & OVERLAY (1.25"
DEPTH)
PROPOSED MILL & OVERLAY (2.5" DEPTH)
PROPOSED NEW ASPHALT PAVEMENT
PAVEMENT MARKINGS
MATCHLINE: SEE SHEET 10EX GAS
UTILITY LEGEND
SANITARY MAIN
WATER
STORM SEWER MAINSTM
HEADWALL
SANITARY MANHOLE
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
TOP=853.62' (3' LID)w/ELEC.&COMM. DROPcannot open
EX 24" WATER MAIN (90-009-CIP)
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
EX FIRE HYRDANT
EX GAS VALVE
EX SANITARY MH (CANNOT
BE OPENED)
PROP STRIPING
10+0011+00105+00 106+00 107+00 108+00
END CONSTRUCTION
STA: 107+95.49
EX 24" STM
EX HYDRANT
EX 18"
S
T
M EX 18" STMEX WATER METER
EX WATER VALVE
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
EX PWR & TELE POLE
EX GUY WIRE
(TYP)
EX LIGHT POLE
PROP E/P PROP E/PPROP E/P
LIU COURT10'30'SAWCUT
104+82.8, 10.5' R
EOP
105+00.7, 24.8' R
EOP
106+29.3, 23.3' R
EOP
107+51.8, 18.8' R
EOP
107+95.8, 16.2' R
ADJUST TO GRADE 12'11'11'1
Area: 40,065 SF
(0.92)
11' MULTI-USE PATH
PROJECT LIMITS
10+00 11+00
12+00
12
+
8
5
12" STM
36" STM12" STM
102
103
104
105
106
HEADWALL
107+00.4, 58.7' R HEADWALL
107+36.5, 61.2' R
CONTRACTOR
TO RESET
GUY WIRES
SCALE: H:1"=20', V:1"=5'
DUBLIN ROAD CROWN
830
840
850
860
EXISTING GRADE
EXISTING GRADE
853.96853.94853.92853.91853.89853.87853.38852.85851.68850.46849.62848.78848.62848.47848.71848.98849.95850.95852.58853.55852.74852.24851.75851.26850.13848.95847.77847.70847.95847.75847.07105+00 106+00 107+00 108+00 108+89
END CONSTRUCTION
STA=107+95.49
ELEV = 848.93
PROFILE CL EAST DITCH
EX 24" STM
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:58 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
10/24PLAN & PROFILEHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE SHEET 9SITE LEGEND
STRAIGHT CURB
CURB AND GUTTER
SIGN
PROPOSED MILL & OVERLAY (1.5" DEPTH)
PROPOSED MILL & OVERLAY (2.5" DEPTH)
PROPOSED NEW ASPHALT PAVEMENT
PAVEMENT MARKINGS
UTILITY LEGEND
SANITARY MAIN
WATER
STORM SEWER MAINSTM
HEADWALL
SANITARY MANHOLE
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
MATCHLINE: SEE SHEET 9
WVinlet window
inlet window
12" RC
P12" CPP 18" RCP24" RCPEXIST DRAINAGE INLETTR:847.08INV(N):844.79INV(S):844.89DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX 24" WATER MAIN (90-009-CIP)CP9950EX 16" FORCE MAIN (19-025-CIP)
600'18'0+00
1+00
2+00
3+00
4+00
5+00
6+00
6+02
DUBLIN ROAD
BROWNING CTLIU COURTSCALE: H:1"=30', V:1"=10'
DUBLIN RD - NORTH SIGHT DISTANCE
840
850
860
870
840
850
860
870
EXISTING GRADE
EXISTING GRADEPROPOSED GRADE
850.44850.26850.40850.73850.98850.29850.05849.50847.96846.58846.77848.00848.00848.01849.18850.16851.27853.04854.54856.01856.91857.97858.66859.37859.93853.21853.60853.70853.27852.82851.70850.90850.20849.50848.85848.40848.29848.34848.48-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+253.5'3.5'SIGHT DISTANCE LINE
DRIVER'S EYE
OBJECT
WVw/RISERDUBLIN ROAD
DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX 24" WATER MAIN (90-009-CIP)CP900TBM1CP947EX 16" FORCE MAIN (19-025-CIP)18'600'
0+00
1+00
2+00
3+00
4+00
5+00
6+00
6+01
DUBLIN ROAD
LIU COURTSCALE: H:1"=30', V:1"=10'
DUBLIN RD SOUTH SIGHT DISTANCE
830
840
850
860
870
830
840
850
860
870
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
850.44850.10850.94851.75854.00853.85853.24852.68852.36852.28852.33852.01850.69850.00848.63847.36845.59843.97842.74841.06840.30840.04840.03839.87838.70853.21853.29853.68853.55853.39853.22853.06852.81852.47851.95851.04849.88848.95848.27847.53847.50846.07-0+250+001+002+003+004+005+006+006+25 3.5'3.5'DRIVER'S
EYE
SIGHT DISTANCE LINE
OBJECT
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/15/25 - 2:28 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 SIGHT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
21/24SIGHT DISTANCEPLANVERT 1"=10'
HORZ 1"=30'
0
0
10
30
20
60
SCALE: H:1"=20', V:1"=5'
MULTI-USE PATH
830
840
850
860
870
EXISTING GRADE EXISTING GRADE
851.37850.91850.46850.19850.02850.38850.65851.39850.09848.67847.39846.16844.91844.54843.00844.72853.58853.15853.37853.51853.65853.25852.85852.45851.75850.58849.40848.61848.40848.40848.40848.389+00 10+00 11+00 12+00 13+00
-1.60%
-4.73%
+0.00%+0.00%+0.00%GRADE BREAK STA = 10+00.00ELEV = 853.65GRADE BREAK STA = 12+26.24ELEV = 848.40GRADE BREAK STA = 12+46.00ELEV = 848.40GRADE BREAK STA = 12+84.90ELEV = 848.40 HIGH POINT EL =852.40
HIGH POINT STA = 10+78.23
PVI STA = 10+90.73
PVI EL = 852.20
K = 7.98
25.0' VC
BVCS: 10+78.23BVCE: 852.40EVCS: 11+03.23EVCE: 851.61 LOW POINT EL =848.40
LOW POINT STA = 11+95.97
PVI STA = 11+70.97
PVI EL = 848.40
K = 10.56
50.0' VC
BVCS: 11+45.97BVCE: 849.58EVCS: 11+95.97EVCE: 848.40PI: 10+00.00ELEV = 853.65PC: 11+62.92ELEV = 848.92PT: 11+70.97ELEV = 848.70PC: 12+16.42ELEV = 848.40PT: 12+26.24ELEV = 848.40PC: 12+37.73ELEV = 848.40PT: 12+64.27ELEV = 848.40-1.60%
-4.73%
+0.00%+0.00%+0.00%GRADE BREAK STA = 10+00.00ELEV = 853.65GRADE BREAK STA = 12+26.24ELEV = 848.40GRADE BREAK STA = 12+46.00ELEV = 848.40GRADE BREAK STA = 12+84.90ELEV = 848.40 HIGH POINT EL =852.40
HIGH POINT STA = 10+78.23
PVI STA = 10+90.73
PVI EL = 852.20
K = 7.98
25.0' VC
BVCS: 10+78.23BVCE: 852.40EVCS: 11+03.23EVCE: 851.61 LOW POINT EL =848.40
LOW POINT STA = 11+95.97
PVI STA = 11+70.97
PVI EL = 848.40
K = 10.56
50.0' VC
BVCS: 11+45.97BVCE: 849.58EVCS: 11+95.97EVCE: 848.40PI: 10+00.00ELEV = 853.65PC: 11+62.92ELEV = 848.92PT: 11+70.97ELEV = 848.70PC: 12+16.42ELEV = 848.40PT: 12+26.24ELEV = 848.40PC: 12+37.73ELEV = 848.40PT: 12+64.27ELEV = 848.40GRADE BREAK STA = 8+95.51ELEV = 853.58GRADE BREAK STA = 8+95.51ELEV = 853.58SCALE: H:1"=20', V:1"=5'
MULTI-USE PATH
830
840
850
860
870
EXISTING GRADE
EXISTING GRADE
849.74850.64851.29851.81852.04852.22852.09852.86853.23852.76852.03851.37850.91850.46850.19848.67849.61850.55851.50852.16852.47852.79853.03853.17853.32853.46853.58853.15853.37853.515+75 6+00 7+00 8+00 9+00
+3.77%
+1.26%
+0.58%GRADE BREAK STA = 6+00.37ELEV = 847.74GRADE BREAK STA = 7+88.86ELEV = 852.96GRADE BREAK STA = 8+95.51ELEV = 853.58 HIGH POINT EL =852.33
HIGH POINT STA = 7+38.92
PVI STA = 7+13.92
PVI EL = 852.02
K = 19.90
50.0' VC
BVCS: 6+88.92BVCE: 851.08EVCS: 7+38.92EVCE: 852.33+3.77%
+1.26%
+0.58%GRADE BREAK STA = 6+00.37ELEV = 847.74GRADE BREAK STA = 7+88.86ELEV = 852.96GRADE BREAK STA = 8+95.51ELEV = 853.58 HIGH POINT EL =852.33
HIGH POINT STA = 7+38.92
PVI STA = 7+13.92
PVI EL = 852.02
K = 19.90
50.0' VC
BVCS: 6+88.92BVCE: 851.08EVCS: 7+38.92EVCE: 852.33JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:58 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
11/24MULTI-USE PATHPROFILEHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
SITE LEGEND
STRAIGHT CURB
CURB AND GUTTER
SIGN
PROPOSED MILL & OVERLAY (1.5" DEPTH)
PROPOSED MILL & OVERLAY (2.5" DEPTH)
PROPOSED NEW ASPHALT PAVEMENT
PAVEMENT MARKINGS
UTILITY LEGEND
SANITARY MAIN
WATER
STORM SEWER MAINSTM
HEADWALL
SANITARY MANHOLE
XX
XX
FIRE HYDRANT
WATER VALVE
WATER MAIN
WATER TEE
WATER BEND
WATER REDUCER
WV
WM
MATCHLINE: SEE SHEET 9
100+50.00
830
835
840
845
850
855
830
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
101+00.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
OFF:0.00' ELEV:845.34OFF:12.48' R ELEV:845.14OFF:12.48' R ELEV:845.14OFF:16.09' R ELEV:845.08OFF:-16.61' L ELEV:844.98-1.56%-1.56%-2.14%OFF:0.00' ELEV:848.34OFF:11.96' R ELEV:848.16OFF:11.96' R ELEV:848.16OFF:17.26' R ELEV:848.08OFF:-15.02' L ELEV:847.96-1.56%-1.56%-2.57%
12" STM
EX GAS
EX 24" WM
EX 16" SAN
12" STM
EX GAS
EX 24" WM EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS12/24
101+50.00
835
840
845
850
855
860
835
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
PROP
R/W
SAWCUT OFF:30.20' R ELEV:849.18OFF:41.20' R ELEV:849.35OFF:30.20' R ELEV:849.18OFF:29.20' R ELEV:849.15OFF:41.20' R ELEV:849.35OFF:42.20' R ELEV:849.32OFF:42.20' R ELEV:849.32OFF:42.81' R ELEV:849.523.15%-3.11%3:1
102+00.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:30.58' R ELEV:851.07OFF:41.58' R ELEV:851.24OFF:30.58' R ELEV:851.07OFF:29.58' R ELEV:851.04OFF:41.58' R ELEV:851.24OFF:42.58' R ELEV:851.21OFF:42.58' R ELEV:851.21OFF:44.59' R ELEV:850.543.16%-3.10%3:1
850.53
852.49
OFF:0.00' ELEV:850.53OFF:-14.60' L ELEV:850.31OFF:11.46' R ELEV:850.35OFF:11.46' R ELEV:850.35OFF:18.43' R ELEV:850.25OFF:20.43' R ELEV:850.08OFF:25.09' R ELEV:848.37OFF:26.09' R ELEV:848.37OFF:29.20' R ELEV:849.15-1.54%-1.56%-1.56%-8.33%
3:1
4:1OFF:0.00' ELEV:852.49OFF:-14.13' L ELEV:852.17OFF:11.07' R ELEV:852.32OFF:11.07' R ELEV:852.32OFF:19.72' R ELEV:852.19OFF:21.72' R ELEV:852.02OFF:26.00' R ELEV:850.39OFF:27.00' R ELEV:850.39OFF:29.58' R ELEV:851.04-2.29%-1.56%-1.56%-8.33%
3:1
4:1
EX GAS
EX GAS
EX 16" SAN
EX 16" SAN
EX 24" WM
EX 24" WM
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS13/24
102+50.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:31.43' R ELEV:852.33OFF:42.44' R ELEV:852.51OFF:31.43' R ELEV:852.33OFF:30.43' R ELEV:852.30OFF:42.44' R ELEV:852.51OFF:43.44' R ELEV:852.48OFF:43.44' R ELEV:852.48OFF:45.58' R ELEV:851.763.15%3.15%-3.11%3:1
103+00.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:32.17' R ELEV:852.96OFF:43.17' R ELEV:853.13OFF:32.17' R ELEV:852.96OFF:31.17' R ELEV:852.93OFF:43.17' R ELEV:853.13OFF:44.17' R ELEV:853.103.15%-3.12%
853.33
853.96
OFF:0.00' ELEV:853.33OFF:-12.88' L ELEV:853.17OFF:11.14' R ELEV:853.15OFF:11.14' R ELEV:853.15OFF:21.49' R ELEV:852.99OFF:23.49' R ELEV:852.83OFF:27.38' R ELEV:851.79OFF:28.38' R ELEV:851.79OFF:30.43' R ELEV:852.30-1.21%-1.56%-1.56%-8.33%
4:1 4:1OFF:0.00' ELEV:853.96OFF:-12.18' L ELEV:854.01OFF:11.11' R ELEV:853.79OFF:11.11' R ELEV:853.79OFF:23.13' R ELEV:853.60OFF:25.13' R ELEV:853.43OFF:28.65' R ELEV:852.55OFF:29.65' R ELEV:852.55OFF:31.17' R ELEV:852.930.38%-1.56%-1.56%-8.33%
4:1 4:1
EX GAS
EX 24" WM
EX GAS
EX 16" SAN
EX 16" SANEX 24" WM
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS14/24
103+50.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT OFF:32.88' R ELEV:853.25OFF:43.88' R ELEV:853.42OFF:32.88' R ELEV:853.25OFF:31.88' R ELEV:853.22OFF:43.88' R ELEV:853.42OFF:44.88' R ELEV:853.393.14%-3.12%
104+00.00
840
845
850
855
860
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
PROP
R/W
SAWCUT OFF:33.63' R ELEV:853.54OFF:44.63' R ELEV:853.71OFF:33.63' R ELEV:853.54OFF:32.63' R ELEV:853.51OFF:44.63' R ELEV:853.71OFF:45.63' R ELEV:853.683.14%-3.12%
854.23
853.98
OFF:0.00' ELEV:854.23OFF:-11.72' L ELEV:854.17OFF:11.05' R ELEV:854.05OFF:11.05' R ELEV:854.05OFF:24.75' R ELEV:853.84OFF:26.75' R ELEV:853.67OFF:29.51' R ELEV:852.88OFF:30.51' R ELEV:852.88OFF:31.88' R ELEV:853.22-0.49%-1.56%-1.56%-8.33%
3:1 4:1OFF:0.00' ELEV:853.98OFF:-13.04' L ELEV:853.76OFF:11.03' R ELEV:853.81OFF:11.03' R ELEV:853.81OFF:25.31' R ELEV:853.59OFF:27.31' R ELEV:853.42OFF:30.41' R ELEV:853.21OFF:31.41' R ELEV:853.21OFF:32.63' R ELEV:853.51-1.67%-1.56%-1.56%-8.33%14:1 4:1
EX GAS
EX 24" WM
EX GAS
EX 24" WM
EX 16" SAN
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS15/24
104+50.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
105+00.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
853.94
853.91
OFF:0.00' ELEV:853.94OFF:10.73' R ELEV:853.77OFF:-14.14' L ELEV:853.76-1.56%-1.27%OFF:0.00' ELEV:853.91OFF:10.79' R ELEV:853.74OFF:-15.14' L ELEV:853.83-1.56%-0.49%
EX GAS
EX 24" WM
EX 16" SAN
EX 24" WM
EX GAS
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS16/24
105+50.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
106+00.00
840
845
850
855
860
865
840
845
850
855
860
865
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
OFF:34.78' R ELEV:853.03OFF:45.78' R ELEV:853.20OFF:34.78' R ELEV:853.03OFF:33.78' R ELEV:853.00OFF:45.78' R ELEV:853.20OFF:46.78' R ELEV:853.173.12%-3.14%OFF:0.00' ELEV:853.87OFF:-15.75' L ELEV:853.46OFF:11.38' R ELEV:853.69OFF:11.38' R ELEV:853.69OFF:24.23' R ELEV:853.49OFF:26.23' R ELEV:853.33OFF:30.02' R ELEV:852.24OFF:31.02' R ELEV:852.24OFF:33.78' R ELEV:853.00-2.63%-1.56%-1.56%-8.33%
3:1 4:1 OFF:34.93' R ELEV:852.17OFF:45.93' R ELEV:852.34OFF:34.93' R ELEV:852.17OFF:33.93' R ELEV:852.13OFF:45.93' R ELEV:852.34OFF:46.93' R ELEV:852.303.12%-3.14%OFF:0.00' ELEV:852.85OFF:-15.45' L ELEV:852.45OFF:11.88' R ELEV:852.67OFF:11.88' R ELEV:852.67OFF:23.52' R ELEV:852.49OFF:25.52' R ELEV:852.32OFF:29.75' R ELEV:851.26OFF:30.75' R ELEV:851.26OFF:33.93' R ELEV:852.13-2.60%-1.56%-1.56%-8.33%
4:1 4:1
EX GAS
EX 24" WM
EX GAS
EX 24" WM
EX 16" SAN
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS17/24
106+50.00
835
840
845
850
855
860
835
840
845
850
855
860
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
107+00.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W PROP
R/W
SAWCUT
OFF:35.44' R ELEV:849.93OFF:46.44' R ELEV:850.09OFF:35.44' R ELEV:849.93OFF:34.44' R ELEV:849.90OFF:46.44' R ELEV:850.09OFF:47.44' R ELEV:850.063.08%-3.18%OFF:0.00' ELEV:850.46OFF:-15.21' L ELEV:850.20OFF:12.74' R ELEV:850.27OFF:12.74' R ELEV:850.27OFF:22.70' R ELEV:850.11OFF:24.70' R ELEV:849.94OFF:29.49' R ELEV:848.94OFF:30.49' R ELEV:848.94OFF:34.44' R ELEV:849.90-1.73%-1.56%-1.56%-8.33%
5:1 4:1OFF:32.02' R ELEV:848.43OFF:43.16' R ELEV:848.61OFF:32.02' R ELEV:848.43OFF:31.00' R ELEV:848.40OFF:43.16' R ELEV:848.61OFF:44.17' R ELEV:848.583.22%-2.96%OFF:0.00' ELEV:848.78OFF:-15.53' L ELEV:848.46OFF:13.14' R ELEV:848.58OFF:13.14' R ELEV:848.58OFF:20.80' R ELEV:848.46OFF:22.80' R ELEV:848.29OFF:26.77' R ELEV:847.70OFF:27.77' R ELEV:847.70OFF:31.00' R ELEV:848.40-2.06%-1.56%-1.56%-8.33%
7:1 5:1
EX GAS
EX 24" WM
EX GAS
EX 24" WM EX 16" SAN
EX 16" SAN
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS18/24
108+00.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00 EX ℄ CONSTEX
R/W
107+50.00
835
840
845
850
855
835
840
845
850
855
0.00 10.00 20.00 30.00 40.00 50.000.00-10.00-20.00-30.00-40.00-50.00
EX
R/W
EX ℄ CONSTEX
R/W
SAWCUT
848.98
OFF:26.86' R ELEV:848.40OFF:37.86' R ELEV:848.57OFF:26.86' R ELEV:848.40OFF:25.86' R ELEV:848.37OFF:37.86' R ELEV:848.57OFF:38.86' R ELEV:848.543.13%-3.13%OFF:0.00' ELEV:848.47OFF:-16.22' L ELEV:848.07OFF:13.54' R ELEV:848.26OFF:13.54' R ELEV:848.26OFF:18.90' R ELEV:848.18OFF:20.90' R ELEV:848.01OFF:22.65' R ELEV:847.75OFF:23.65' R ELEV:847.75OFF:25.86' R ELEV:848.37-2.46%-1.56%-1.56%-8.33%7:1 4:1
EX GAS
EX 24" WM
EX 16" SAN
36" STM
EX GAS
EX 16" SAN
EX 24" WM
VERT 1"=5'
HORZ 1"=5'
0
0
5
5
10
10
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 2:55 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 CROSS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES DUBLIN RD CROSSSECTIONS19/24
DUBLIN ROAD
EX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
PROP STRIPING
PROP E/P
EX WALK
12'11'PROP STRIPING
10+0011+00101+00 102+00 103+00 104+00 105+00
BEGIN CONSTRUCTION
STA: 100+38.29
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
11'11'11'PROP E/P
PROP E/P
11' MULTI-USE PATH
LIU COURT27.22'10'30'12'6
Area: 56,805 SF
(1.30 AC)W2-2RW16-2aPPROJECT LIMITS
R1-1
104+78.9, 52.4' R
101+09.2, 20.5' R
WE
WE WE
WE WE WE
YT
YT
CL
CL LA1
375.33'
PROP DIAGONAL STRIPING
PER ODOT TC-71.10 BEGIN CHANNELIZING LINES,SOLID WHITEEND CENTER LINES,DOUBLE SOLID YELLOW,℄BEGIN CENTER LINES,DOUBLE SOLID YELLOW,℄BEGIN CHANNELIZING LINES,SOLID WHITE, LTSTA 100+38.3, 0.00 TSTA 104+13.6, 6.29 RTSTA 104+70.5, 0.09 RTEX 16" FORCE MAIN (19-025-CIP)
DUBLIN ROAD
12'11'PROP STRIPING
10+0011+00105+00 106+00 107+00 108+00 108+89
END CONSTRUCTION
STA: 107+95.49
PID: 273-001926-00
OLSON ZACHARY MICHAEL & RACHEL
LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
11'PROP E/P
LIU COURT27.22'30'11' MULTI-USE PATH
EXISTING SIGN TOBE RELOCATED HEREW2-1W16-H8PW16-H8PW2-2LW16-H8PR3-H8baR1-1
106+95.9, 20.3' L
104+78.9, 52.4' R
108+87.4, 24.8' L
106+65.5, 25.9' R
WE
WE
WE
WE
YT
YTCH
CL
CL
LA1
LA1
BEGIN CENTER LINES,DOUBLE SOLID YELLOW,℄END CHANNELIZING LINES,SOLID WHITEEND CENTER LINES,DOUBLE SOLID YELLOW,℄END EDGE LINESWHITE, LTEND CHANNELIZING LINES,SOLID WHITE, LTPROP DIAGONAL STRIPING
PER ODOT TC-71.10
150'50'125'BEGIN CHANNELIZING LINES,SOLID WHITESTA 104+70.5, 0.09 RTSTA 105+95.5, 1.42 LTSTA 105+95.6, 10.58 RTSTA 107+95.5, 0.00 T→→→JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 4:06 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 SIGNAGE.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
20/24SIGNAGE ANDSTRIPING PLANHORZ 1"=20'0 20 40
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/ SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECTRIC
TELECOMMUNICATION
CABLE TELEVISION
MATCHLINE: SEE BELOWMATCHLINE: SEE ABOVESITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY
STRAIGHT CURB
CURB AND GUTTER
SIGN
CONCRETE BOLLARD
HEAVY DUTY ASPHALT PAVEMENT
STANDARD DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE
CONCRETE WALK
GRAVEL PATH
PAVEMENT MARKINGS
STRIPING LEGEND
ITEM 644 CENTER LINE, DOUBLE YELLOW 4"
ITEM 644 TRANSVERSE/ DIAGONAL LINE,
YELLOW 24"
ITEM 644 CHANNELIZING LINE, WHITE 8"
ITEM 644 EDGE LINE, WHITE 4"
ITEM 644 LANE ARROW, 72"
CL
YT
CH
WE
LA1
WVTOP=853.62' (3' LID)w/RISERHEGENDERFER JUSTIN L & ABIGAIL MWAGNER KATHRYN LTROLSON ZACHARY MICHAEL & RACHEL LUCKHARTinlet window
inlet window
12" RC
P12" CPP 18" RCP24" RCPcannot open EXIST DRAINAGE INLETTR:847.08INV(N):844.79INV(S):844.89DUBLIN ROADLOT 42RESERVE "D"DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
EX 24" WATER MAIN (90-009-CIP)EX 24" WATER MAIN (90-009-CIP)CP900TBM1CP947CP9950EX 16" FORCE MAIN (19-025-CIP)
EX 16" FORCE MAIN (19-025-CIP)
101100
12" STM CDCWA8458508508468478488498498518518528528
5
3 8538
4
5
85084
6 847
848848849851852853850847
847
848
848
8488488498518528
5
3
848 848
849
853CDCDCDCDCD8458508508448468478488498498518518528528538
5
3
8548548458
5
0
8508558558558
5
5855855
8468478488
4
8 84884
9
8
4
9
8
5
1
851
85
2 8528538
5
3
853 8538
5
4 85485485
4 856856857857858858840845850850
850
839841
842
843
844846847
848
849
851
852
853
845
850
850846847848849851
851
8518518
5
2
852
8
5
2
85284
5
85
0
84
3
84
4
84
6
8
4
7
848
8
4
9
85
1 852852
A
22
B
22
C
22C
22 12"
STM36" STM12" STM
48'21'
ODOT TYPE C 1.5'
DEEP RCP, WIDTH
& DEPTH PER PLAN10'5'
27'
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:00 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
22/24EROSION CONTROLPLANHORZ 1"=30'0 30 60
CONCRETE WASHOUT AREA
NOT TO SCALE10' MINIMUM10' MINIMUM
3' MIN.NOTE:
BASIN SHOULD BE CLEARLY
MARKED FOR CONCRETE WASHOUT.
ORANGE SILT FENCE OR
CONSTRUCTION FENCE
PLAN
SECTION
NOTE:
1.CONCRETE WASHOUT AREA SHALL BE LOCATED A MINIMUM OF 100' FROM STORM
SEWER INLETS, STREAMS, WETLANDS OR ANY OTHER SURFACE WATERS.
2.IF CONCRETE WASHOUT AREA IS LOCATED AWAY FROM A PAVED SURFACE,
CONSTRUCT A GRAVEL ACCESS ROUTE EQUAL IN COMPOSITION TO A
CONSTRUCTION ENTRANCE.
3.CONCRETE WASHOUT AREA SHALL BE SUFFICIENT SIZE TO CONTAIN CONCRETE
WASTE GENERATED. LARGE SITES MAY REQUIRE MULTIPLE CONCRETE WASHOUT
AREAS.
4.PLASTIC LINING SHALL BE DOUBLE-LINED, CONTINUOUS 10-ML POLYETHYLENE
SHEETING FREE OF HOLES, TEARS OR OTHER DEFECTS INSTALLED ON A
SMOOTH, LEVEL SURFACE, FREE OF LARGE ROCKS AND DEBRIS.
5.CONCRETE WASHOUT SIGNAGE SHALL BE CLEARLY VISIBLE AND LOCATED WITHIN
30 FEET OF EACH WASHOUT AREA.
6.CONCRETE WASHOUT AREA SHALL BE COVERED DURING INCLEMENT WEATHER
TO PREVENT OVERFLOW.
7.PREFABRICATED, PORTABLE AND RE-USABLE CONCRETE WASHOUT CONTAINERS
ARE ACCEPTABLE.
8.CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY TO CHECK FOR DAMAGE
AND DETERMINE IF IT NEEDS CLEANED OR REPLACED. ANY DAMAGE TO THE
SIDEWALLS OR PLASTIC LINING SHALL BE REPAIRED IMMEDIATELY. REPLACE THE
ENTIRE CONCRETE WASHOUT AREA WHEN IT IS 75% FULL.
ALL CONCRETE
TRUCKS MUST
WASHOUT HERE
6" MIN. NO. 2 CRUSHED STONE
GRAVEL PAD
10 ML PLASTIC LINING
10 ML PLASTIC LINING
B20'20'10'
MIN.14'EXISTING
PAVEMENT
5:
1
3'EXISTING
PAVEMENT
PROFILE
PLAN VIEW 6" MIN(STANDARD)18" MIN(HEAVY DUTY)FILTER CLOTH
R/W DIVERSION
AS NEEDED70' MIN. AS REQUIRED
EXISTING
GROUND
CULVERT
(AS NEEDED)18"CONSTRUCTION ENTRANCE
NOT TO SCALE
GEOTEXTILE SPECIFICATION FOR CONSTRUCTION ENTRANCE
MINIMUM TENSILE STRENGTH 200 lbs
MINIMUM PUNCTURE STRENGTH 80 psi
MINIMUM TEAR STRENGTH 50 lbs
MINIMUM BURST STRENGTH 320 psi
MINIMUM ELONGATION 20%
EQUIVALENT OPENING SIZE EOS<0.6 mm
PERMITIVITY 1x10-3 cm/sec
CONSTRUCTION SPECIFICATIONS:
1.STONE SIZE—ODOT # 2 (1.5-2.5 INCH) STONE SHALL BE USED, OR RECYCLED CONCRETE
EQUIVALENT.
2.LENGTH—THE CONSTRUCTION ENTRANCE SHALL BE AS LONG AS REQUIRED TO STABILIZE
HIGH TRAFFIC AREAS BUT NOT LESS THAN 70 FT. (EXCEPTION: APPLY 30 FT. MINIMUM TO
SINGLE RESIDENCE LOTS).
3.THICKNESS -THE STONE LAYER SHALL BE AT LEAST 6 INCHES THICK FOR LIGHT DUTY
ENTRANCES OR AT LEAST 10 INCHES FOR HEAVY DUTY USE.
4.WIDTH -THE ENTRANCE SHALL BE AT LEAST 14 FEET WIDE, BUT NOT LESS THAN THE FULL
WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS
5.GEOTEXTILE -A GEOTEXTILE SHALL BE LAID OVER THE ENTIRE AREA PRIOR TO PLACING
STONE. IT SHALL BE COMPOSED OF STRONG ROT-PROOF POLYMERIC FIBERS AND MEET
THE FOLLOWING SPECIFICATIONS:
6.TIMING—THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SOON AS IS
PRACTICABLE BEFORE MAJOR GRADING ACTIVITIES.
7.CULVERT -A PIPE OR CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF NEEDED
TO PREVENT SURFACE WATER FROM FLOWING ACROSS THE ENTRANCE OR TO PREVENT
RUNOFF FROM BEING DIRECTED OUT ONTO PAVED SURFACES.
8.WATER BAR -A WATER BAR SHALL BE CONSTRUCTED AS PART OF THE CONSTRUCTION
ENTRANCE IF NEEDED TO PREVENT SURFACE RUNOFF FROM FLOWING THE LENGTH OF
THE CONSTRUCTION ENTRANCE AND OUT ONTO PAVED SURFACES.
9.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR PREVENT FLOWING SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND. MUD SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADS, OR ANY
SURFACE WHERE RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS, SHALL BE REMOVED
IMMEDIATELY. REMOVAL SHALL BE ACCOMPLISHED BY SCRAPING OR SWEEPING. PERIODIC
INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
10. CONSTRUCTION ENTRANCES SHALL NOT BE RELIED UPON TO REMOVE MUD FROM
VEHICLES AND PREVENT OFF-SITE TRACKING. VEHICLES THAT ENTER AND LEAVE THE
CONSTRUCTION-SITE SHALL BE RESTRICTED FROM MUDDY AREAS. WHEELS SHALL BE
CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
11. REMOVAL—THE ENTRANCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS
STABILIZED OR REPLACED WITH A PERMANENT ROADWAY OR ENTRANCE.
A
12" MIN.6" MIN.4'-0"
LOW CENTER SECTION-
MUST CAUSE FLOW OVER
NOT AROUND, CHECK DAM
NOTES:
1.CONSTRUCT CHECK DAM SUCH THAT THE CENTER IS 6" LOWER
THAN THE OUTER EDGES.
2.SPACE CHECK DAMS SUCH THAT THE TOE OF THE UPSTREAM
DAM IS AT THE SAME ELEVATION AS THE TOP OF THE
DOWNSTREAM DAM.
3.SIDE SLOPES SHALL BE A MINIMUM OF 2:1
4"-8" DIAMETER ROCKAPRON
3' MAX.
DITCH SECTION
PROFILE
FLOW
POSITIVE SLO
P
EPOSITIVE SL
O
P
E
FLOW
ROCK CHECK DAM
NOT TO SCALEC
EROSION CONTROL LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
SILT FENCE
SWALE
CONCRETE WASHOUT AREA
CHECK DAM
EROSION CONTROL MATTING ODOT TYPE
B
STABILIZED CONSTRUCTION ENTRANCE
XXX
XXX
XXX
XXX
CWA
CD
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 3:00 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 ECP.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
23/24EROSION CONTROLNOTESEROSION CONTROL NOTES:
1.ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING
OPERATIONS. ALL APPLICABLE GOVERNING AGENCIES MUST BE NOTIFIED UPON
COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION FACILITIES AND PRIOR
TO ANY GRADING OPERATION BEING COMMENCED. IF DAMAGED OR REMOVED DURING
CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE
AT THE END OF EACH WORK DAY.
2.ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE GOVERNING AGENCIES;
BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR
REQUEST.
3.FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE
ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO
PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO
PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE
CONVEYORS.
4.SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES,
DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE
SITE VIA THE ACCESS ROADS. SITE-ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED
WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS.
5.SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED
DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY
GOVERNING AGENCIES, THROUGHOUT THE DURATION OF CONSTRUCTION.
6.DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS
REQUIRE AND/OR AS DIRECTED BY THE GOVERNING AGENCIES.
7.ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION
OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE
OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED
TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD
CONDITIONS ALLOW ACCESS.
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS
POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED SHALL BE SODDED. AREAS
THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE TEMPORARILY
SEEDED AND MULCHED AS REQUIRED BY GOVERNING AGENCIES.
9.RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS
PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER
CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT
FENCE OR SEDIMENT PROTECTION DEVICES SHALL BE INSTALLED AND MAINTAINED
AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS
RESTORED.
10.EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE
PERIMETER OF ALL LAKES, PONDS, AND WETLANDS, IF ANY WITHIN OR ADJACENT TO THE
AREA TO BE GRADED UNTIL THE AREA TRIBUTARY TO THE LAKE, POND, OR WETLAND IS
RESTORED.
11.TO MINIMIZE EROSION, ALL 3:1 SLOPES OR GREATER SHALL BE COVERED WITH A
TEMPORARY EROSION CONTROL BLANKET OR STAKED SOD.
12.ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES,
PONDS, WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF
GRADING ACTIVITIES, AT NO ADDITIONAL COST TO OWNER.
13.EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS
RECEIVED FINAL STABILIZATION.
14.THIS PLAN MUST BE POSTED ON SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED
EPA STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON
SITE AT ALL TIME.
SEDIMENT AND EROSION CONTROL NOTES:
MAINTENANCE & INSPECTION PROCEDURES:
ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24
HOURS FOLLOWING ANY STORM EVENT OF 0.5INCHES OR GREATER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE SEDIMENTATION AND EROSION
CONTROL FEATURES ON THIS PROJECT. ANY SEDIMENT OR DEBRIS WHICH REDUCES THE
EFFICIENCY OF A CONTROL FEATURE SHALL BE REMOVED IMMEDIATELY. SHOULD A
STRUCTURE OR FEATURE BECOME DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE
AT NO ADDITIONAL COST TO THE OWNER AND IT SHALL BE INITIATED WITHIN 24 HOURS OF
REPORT.
TEMPORARY SEEDING AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR
BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION, AND A
WRITTEN LOG MUST BE KEPT. THIS LOG SHALL INDICATE THE DATE OF THE INSPECTION,
NAME OF THE INSPECTOR, WEATHER CONDITIONS, OBSERVATIONS, ANY CORRECTIVE
ACTIONS TAKEN, AND BE SIGNED IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES
PERMIT. ANY CONTROL MEASURE MUST BE REPAIRED/REPLACED WITHIN THREE DAYS OF
INSPECTION.
PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL BE
TRAINED IN ALL INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE
EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. A WRITTEN
DOCUMENT CONTAINING THE SIGNATURES OF ALL CONTRACTORS AND SUBCONTRACTORS
INVOLVED IN THE IMPLEMENTATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES
MUST BE MAINTAINED AS PROOF ACKNOWLEDGING THAT THEY REVIEWED AND UNDERSTAND
THE CONDITIONS AND RESPONSIBILITIES OF THE PLAN. THE DOCUMENT SHALL BE CREATED
BY THE CONTRACTOR SIGNED PRIOR TO THE START OF CONSTRUCTION.
DISPOSAL OF SOLID/SANITARY/TOXIC WASTE:
SOLID, SANITARY, AND TOXIC WASTE MUST BE DISPOSED OF IN A PROPER MANNER IN
ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS
IT IS PROHIBITED TO BURN, BURY, OR POUR OUT ONTO THE GROUND OR INTO A STORM
SEWER WATER CONVEYANCE ANY SOLVENTS, PAINTS, STAINS, GASOLINE, DIESEL FUEL, USED
MOTOR OIL, HYDRAULIC FLUID, ANTIFREEZE, CEMENT CURING COMPOUNDS, AND OTHER
SUCH SOLID AND HAZARDOUS WASTES.
ANY RINSE WATERS OF SUCH MATERIAL ARE ALSO PROHIBITED FROM BEING PLACED WHERE
THEY MAY ENTER DRAINAGEWAYS.
WASH OUT OF CEMENT TRUCKS SHOULD OCCUR IN A DIKED, DESIGNATED AREA, AWAY FROM
ANY CONVEYANCE CHANNEL.
COORDINATE WASH OUT AREA WITH CONSTRUCTION MANAGER.
CONTRACTORS RESPONSIBILITIES:
THIS PLAN MUST BE POSTED ON-SITE. A COPY OF THE SWPPP PLAN AND THE APPROVED EPA
STORMWATER PERMIT (WITH THE SITE-SPECIFIC NOI NUMBER) SHALL BE KEPT ON-SITE AT
ALL TIMES.
DETAILS HAVE BEEN PROVIDED ON THE PLANS IN AN EFFORT TO HELP THE CONTRACTOR
PROVIDE EROSION AND SEDIMENTATION CONTROL. THE DETAILS SHOWN ON THE PLAN SHALL
BE CONSIDERED A MINIMUM. ADDITIONAL OR ALTERNATE DETAILS MAY BE FOUND IN THE
ODNR MANUAL "RAINWATER AND LAND DEVELOPMENT". THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER
CONTROL OF EROSION AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER
MAINTENANCE AND INSPECTION IN COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR
STORM DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER. THE
SCHEDULE SHOULD INCLUDE A SEQUENCE OF THE PLACEMENT OF THE SEDIMENTATION AND
EROSION CONTROL MEASURES THAT PROVIDES FOR CONTINUAL PROTECTION OF THE SITE
THROUGHOUT EARTH MOVING ACTIVITIES.
PRIOR TO CONSTRUCTION OPERATIONS IN A PARTICULAR AREA, ALL SEDIMENTATION AND
EROSION CONTROL FEATURES SHALL BE IN PLACE. FIELD ADJUSTMENTS WITH RESPECT TO
LOCATIONS AND DIMENSIONS MAY BE MADE BY THE ENGINEER AND/OR THE OHIO EPA.
THE CONTRACTOR SHALL PLACE INLET PROTECTION FOR THE SEDIMENTATION CONTROL
IMMEDIATELY AFTER CONSTRUCTION OF THE CATCH BASINS OR INLETS WHICH ARE NOT
TRIBUTARY TO A SEDIMENT BASIN OR DAM.
IT MAY BECOME NECESSARY TO REMOVE PORTIONS OF SEDIMENTATION CONTROLS DURING
CONSTRUCTION TO FACILITATE THE GRADING OPERATIONS IN CERTAIN AREAS. HOWEVER,
THE CONTROLS SHALL BE REPLACED UPON GRADING OR DURING ANY INCLEMENT WEATHER.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT OFFSITE TRACKING OF
SEDIMENTS BY VEHICLES AND EQUIPMENT IS MINIMIZED. ALL SUCH OFFSITE SEDIMENT SHALL
BE CLEANED UP DAILY.
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO SOLID OR LIQUID WASTE IS
DISCHARGED INTO STORM WATER RUNOFF. UNTREATED SEDIMENT-LADEN RUNOFF SHALL
NOT FLOW OFFSITE WITHOUT BEING DIRECTED THROUGH A CONTROL PRACTICE.
CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS
CONCRETE INTO OR ALONG SIDE RIVERS, STREAMS, CREEKS, NATURAL OR MAN-MADE
CHANNELS OR SWALES LEADING THERETO. CONCRETE WASH WATER AND SURPLUS
CONCRETE SHALL BE CONFINED TO APPROVED AREAS. AFTER SOLIDIFYING THESE WASTED
MATERIALS SHALL BE REMOVED FROM THE SITE.
POST FLOOD EVENT SITE MAINTENANCE:
FOLLOWING A FLOOD EVENT, INSPECT ALL MECHANICAL EQUIPMENT THAT ARE LOCATED ON
THE SITE FOR ANY DAMAGES. WALLS AND WALL PENETRATIONS SHALL ALSO BE CHECKED
FOR CRACKS AND LEAKS AND REPAIRED AS NECESSARY. ALL DEBRIS THAT MAY HAVE
ACCUMULATED ALONG THE SITE SHALL BE GATHERED AND DISPOSED OF ACCORDING TO
CITY STANDARDS. CHECK AND ENSURE THAT ALL DRAINAGE STRUCTURES ARE IN STANDARD
OPERATION AND REPAIR ANY DAMAGES OR CLOGS THAT MAY HAVE OCCURRED DURING
FLOODING.
STABILIZATION PROCEDURES
CONTRACTOR SHALL BE RESPONSIBLE TO KEEP A RECORD OF DATES WHEN MAJOR GRADING
ACTIVITIES OCCUR, WHEN EARTH DISTURBANCE HAS TEMPORARILY OR PERMANENTLY
CEASED ON A PORTION OF THE SITE, AND WHEN STABILIZATION MEASURES HAVE BEEN
INITIATED. THE LIMITS OF SEEDING AND MULCHING ARE AS SHOWN WITHIN THE PLAN AS
INDICATED BY THE LIMITS OF DISTURBANCE. ALL AREAS NOT DESIGNATED TO BE SEEDED
SHALL REMAIN UNDER NATURAL GROUND COVER. THOSE AREAS DISTURBED OUTSIDE THE
SEEDING LIMITS SHALL BE SEEDED AND MULCHED AT THE CONTRACTOR'S EXPENSE.
TEMPORARY STABILIZATION
TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITY CEASES FOR AT LEAST 14 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND
MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.
DISTURBED AREAS WITHIN 50 FEET OF A STREAM, FIRST ORDER OR LARGER, SHALL BE
STABILIZED WITHIN 2 DAYS OF INACTIVITY. TEMPORARY STABILIZATION MUST BE APPLIED TO
ANY AREA OF THE SITE WHICH WILL REMAIN IDLE OVER THE WINTER. THE TEMPORARY SEED
SHALL BE RYE (GRASS) APPLIED AT A RATE OF 25 LBS PER 1000 SY. PRIOR TO SEEDING, 900
LBS OF GROUND AGRICULTURAL LIMESTONE AND 200 LBS OF 10-20-20 FERTILIZER SHALL BE
APPLIED TO EVERY 1000 SY STABILIZED. IMMEDIATELY AFTER ANY GIVEN AREA IS SEEDED,
STRAW OR HAY SHALL BE EVENLY PLACED OVER ALL SEEDED AREAS. TWO TONS PER ACRE
FOR STRAW, OR 3 TONS PER ACRE FOR HAY SHALL BE PLACED WHEN SEEDING IS
PREFORMED BETWEEN THE DATES OF MARCH 15 AND OCTOBER 15. THREE TONS PER ACRE
STRAW, OR 4.5 TONS PER ACRE FOR HAY, SHALL BE PLACED WHEN SEEDING IS PREFORMED
BETWEEN THE DATES OF OCTOBER 15 AND MARCH 15 OF THE SUCCEEDING YEAR. IF
DORMANT SEEDING IS BEING USED FOR STABILIZATION, SEED SHALL BE PLANTED AFTER
NOVEMBER 20. AREAS TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING
STONE BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED.
IN ADDITION TO TEMPORARY SEEDING, THE CONTRACTOR SHALL PLACE A FILTER FABRIC
BARRIER AROUND THE BASE OF ALL SOIL STOCKPILES.
PERMANENT STABILIZATION
DISTURBED PORTIONS OF THE SITE WHEN CONSTRUCTION HAS COMPLETED, OR PORTIONS
THAT WILL REMAIN DORMANT FOR LONGER THAN ONE YEAR, SHALL BE STABILIZED WITH
PERMANENT SEED NO LATER THAN 7 DAYS AFTER FINAL GRADE HAS BEEN ESTABLISHED. THE
PERMANENT SEED MIX SHALL CONSIST OF 260 LBS/ACRE OF TURF TYPE TALL FESCUE. PRIOR
TO SEEDING, APPLY COMMERCIAL FERTILIZER AT THE RATE OF 1 LB ACTUAL NITROGEN PER
1000 SF. FERTILIZER TO HAVE 20-22-14 ANALYSIS. AFTER SEEDING, EACH AREA SHALL BE
MULCHED USING TURFIBER (OR EQUIVALENT) AT A RATE OF 2000 LBS PER ACRE WITH 50 LBS
OF TURFIBER ADDED PER 100 GALLONS OF MACHINE CAPACITY. KEEP HYDROMULCH FROM
NON-TARGET AREAS INCLUDING PAVEMENT, PLANT MATERIALS, CURBING, AND STRUCTURES.
IF THESE SURFACES ARE HIT DURING HYDROMULCHING OPERATIONS, WASH THE SURFACE
IMMEDIATELY.
IF SEASONAL CONDITIONS PROHIBIT THE ESTABLISHMENT OF VEGETATIVE COVER, OTHER
METHODS OF STABILIZATION, SUCH AS MULCHING WITH A TACKIFIER OR MATTING, MUST BE
EMPLOYED AND MAINTAINED UNTIL A MORE PERMANENT METHOD CAN BE IMPLEMENTED.
SITE NARRATIVE
EXISTING SITE CONDITIONS:PUBLIC ROAD, 2 DRIVE ENTRANCES; GRASS.
PROJECT DESCRIPTION:ACTIVITIES INCLUDE THE WIDENING OF DUBLIN ROAD, ADDING A TURN LANE, AND
INTERSECTION TO THE PROPOSED CUL-DE-SAC. CONSTRUCTION OF A SINGLE FAMILY
REDEVELOPMENT (7 DWELLING UNITS, 6 NEW HOMES, ASSOCIATED UTILITIES, DRIVES,
SIDEWALK AND PAVEMENT IMPROVEMENTS, AND AN UNDERGROUND DETENTION
SYSTEM. APPROXIMATELY 1.12 ACRES OF THE SITE WILL BE DISTURBED.
RECEIVING STREAM:SCIOTO RIVER.
DISTURBED AREA:1.12 ACRES
SITE BMPS:FINAL LOCATIONS OF ALL SITE BMPS, INCLUDING DUMPSTERS, VEHICLE FUELING
AREAS, CONCRETE TRUCK WASH, MATERIAL STORAGE, AND TOPSOIL STOCKPILES
SHALL BE DETERMINED BY CONTRACTOR. IF FINAL LOCATION OF BMPS DIFFER FROM
THE LOCATIONS SHOWN, CONTRACTOR SHALL MODIFY SWPPP AND INFORM OHIO EPA
OF NEW LOCATIONS OF BMPS.
ADJACENT AREAS:EAST: SCIOTO RIVER
NORTH: RESIDENTIAL HOMES
WEST: RESIDENTIAL HOMES
SOUTH: RESIDENTIAL HOMES
GRADING REQUIREMENTS:DISTURBED AREAS WILL BE PROTECTED BY SILT FENCE, AND ROCK CHECK DAMS.
AREAS WILL BE STABILIZED WHEN GRADED TO PREVENT EROSION ON THE SITE.
EROSION & SEDIMENT A COMBINATION OF MEASURES WILL BE USED TO PROVIDE EROSION & SEDIMENT
CONTROL MEASURES:CONTROL, INCLUDING SILT FENCE AND SEEDING.
PROVIDE INLET PROTECTION AT ALL NEW AND EXISTING DRAINAGE STRUCTURES.
ANY OFF SITE BORROW OR SPOIL AREAS SHALL BE SUBJECT TO THE REQUIREMENTS
SET FORTH BY THE OHIO EPA. ALL EROSION AND SEDIMENT CONTROL MEASURES FOR
OFF-SITE AREAS NOT COVERED BY A SEPARATE NOI OR SWPPP SHALL BE
COORDINATED WITH THE OHIO EPA.
ALL TRENCH OR EXCAVATION GROUNDWATER CONTAINING SEDIMENT MUST BE
EFFECTIVELY TREATED PRIOR TO DISCHARGE INTO THE STORM SEWER SYSTEM.
USE ALL MEANS NECESSARY TO CONTROL DUST ON THE SITE AND PREVENT TRACKING
SOIL OFF SITE.
PERMANENT STABILIZATION:THE SITE WILL BE STABILIZED BY THE USE OF SEEDING OR SODDING IN LAWN AREAS.
MAINTENANCE:ALL EROSION CONTROL DEVICES ARE TO BE INSPECTED BY THE CONSTRUCTION
SUPERINTENDENT WEEKLY AND AFTER SIGNIFICANT RAINFALLS. ANY DAMAGED
FACILITIES ARE TO BE REPLACED OR REPAIRED IMMEDIATELY AS MAY BE NECESSARY.
GENERAL CONSTRUCTION (UNLESS NOTED OTHERWISE, ALL EROSION AND SEDIMENT CONTROL MEASURES
SEQUENCE:FROM THE BEGINNING OF EARTH DISTURBING ACTIVITIES TO FINAL COMPLETION OF
THE PROJECT ARE THE RESPONSIBILITY OF THE CONTRACTOR)
1.ESTABLISH CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT CONSTRUCTION
AREA.
2.CONSTRUCT TEMPORARY SEDIMENT CONTROLS AND PERIMETER EROSION
CONTROL MEASURES, INCLUDING SEDIMENT BASINS, TEMPORARY OUTLET
STRUCTURE, CONSTRUCTION ENTRANCE, AND SILT FENCE. MEASURES SHALL BE
IMPLEMENTED AS THE FIRST STEP OF GRADING AND WITHIN 7 DAYS OF FIRST
GRUBBING.
3.CLEAR AND GRUB
4.STRIP AND STOCKPILE TOPSOIL. SEED STOCKPILES. PROVIDE PERIMETER SILT
FENCE AT TOE OF STOCKPILE SLOPE.
5.PERFORM ROUGH GRADING AND EXCAVATION. STABILIZE AREAS AS INDICATED
HEREIN.
6.INSTALL STORM SEWERS, OUTLET STRUCTURE, AND INLET FILTERS.
7.COMPLETE ALL PAVEMENT ACTIVITIES.
8.COMPLETE FINE GRADING OF SEEDED AREAS AND STABILIZE DISTURBED AREAS.
9.ONCE FINAL SEED HAS BEEN ESTABLISHED, CONTRACTOR TO REMOVE
TEMPORARY EROSION CONTROL MEASURES AND CLEAN ALL SEDIMENT FROM
STRUCTURES AND PAVEMENT. SEDIMENT/WATER QUALITY BASIN SHALL BE
CLEANED OF ALL ACCUMULATED SEDIMENT AND RESTORED TO THE ORIGINAL
DESIGN CONTOURS SHOWN ON THESE PLANS.
10.PRIOR TO FINISHING WORK, ALL AREAS OF THE SITE DISTURBED BY
CONSTRUCTION ACTIVITY (INCLUDING, BUT NOT LIMITED TO MATERIAL STORAGE
AREAS, TRAILER AREAS, FUELING AREAS, TRUCK WASH AREAS, EQUIPMENT
PATHS, HAUL ROADS, ETC.) SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS,
OR IF IN AREAS OF PROPOSED IMPROVEMENTS, TO THEIR PROPOSED CONDITIONS.
ALL STONE, TRASH, AND DEBRIS SHALL BE REMOVED FROM THE SOIL. THE UPPER
12" OF SOIL SHALL BE SCARIFIED, AND AREA SHALL BE GRADED TO SUBGRADE
WITH SUITABLE MATERIALS. FURNISH 6" MINIMUM OF TOPSOIL AND SEED ALL
AREAS.
SCHEDULE:THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF OPERATIONS TO THE OWNER.
SEDIMENTATION AND EROSION CONTROL FEATURES SHALL BE PLACED IN
ACCORDANCE WITH THIS SCHEDULE.
JURISDICTION:ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE SUBJECT TO FIELD
MODIFICATIONS AT THE DISCRETION OF THE CITY OF DUBLIN AND/OR THE OHIO EPA.
OEPA NOI:SUBMITTED, PENDING APPROVAL
RUNOFF COEFFICIENTS:PRE-DEVELOPED:C = 0.43
POST-DEVELOPED:C = 0.56
PRE-DEVELOPED IMPERVIOUS AREA:0.07 ACRES
POST-DEVELOPED IMPERVIOUS AREA:0.32 ACRES
TEMPORARY SEEDING
SEEDING DATES SPECIES LB/1,000 SF PER ACRE
MARCH 1 TO
AUGUST 15
OATS 3 4 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
AUGUST 16 TO
NOVEMBER 1
RY 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYEGRASS 1 40 LB
WHEAT 3 2 BUSHEL
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
PERENNIAL RYEGRASS 1 40 LB
TALL FESCUE 1 40 LB
ANNUAL RYGRASS 1 40 LB
NOVEMBER 1 TO
SPRING SEEDING USE MULCH ONLY, SODDING PRACTICES OR DORMANT SEEDING.
NOTE: OTHER APPROVED SEED SPECIES MAY BE SUBSTITUTED
PLAN DESIGNER
AMERICAN STRUCTUREPOINT, INC.
2550 CORPORATE EXCHANGE DR., STE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: bschilling@structurepoint.com
OWNER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
SITE CONTACT
NAME
TITLE
PHONE: (XXX) XXX-XXXX
EMAIL: EMAIL ADDRESS
TEMPORARY STABILIZATION
AREA REQUIRING TEMPORARY
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY DISTURBED AREA WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE AND NOT AT FINAL
GRADE
WITHIN 2 DAYS OF THE MOST RECENT DISTURBANCE IF
THE AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS
ANY DISTURBED AREAS THAT
WILL BE DORMANT FOR MORE
THAN 14 DAYS BUT LESS THAN
ONE YEAR, AND NOT WITHIN 50
FEET OF A SURFACE WATER OF
THE STATE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE WITHIN THE AREA.
FOR RESIDENTIAL SUBDIVISIONS, DISTURBED AREAS
MUST BE STABILIZED AT LEAST SEVEN DAYS PRIOR TO
TRANSFER OF PERMIT COVERAGE FOR THE INDIVIDUAL
LOT(S).
DISTURBED AREAS THAT WILL BE
IDLE OVER WINTER PRIOR TO THE ONSET OF WINTER WEATHER
PERMANENT STABILIZATION
AREA REQUIRING PERMANENT
STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY AREAS THAT WILL LIE
DORMANT FOR ONE YEAR OR
MORE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE
AN AREAS WITHIN 50 FEET OF A
SURFACE WATER OF THE STATE
AND AT FINAL GRADE
WITHIN TWO DAYS OF REACHING FINAL GRADE
OTHER AREAS AT FINAL GRADE WITHIN SEVEN DAYS OF REACHING FINAL GRADE IN
THAT AREA
cannot open53.2753.37 53.27 53.37
53.51
53.54
53.75
53.63
53.58
53.51
53.58
53.14
53.03
53.02
53.17
53.31
53.46
53.57
52.88
53.52
53.43
53.30
53.16
53.03
52.89 53.62
53.75
53.54
53.45
53.05
53.16
7.36'
10'
(
T
Y
P
)
6.68'10' (T
Y
P
)
Δ=089.18, CH=42.1
L=46.69, R=30.0 Δ=090.49, CH=42.6
L=47.38, R=30.0
53.91
53.8530'40'30'40'52.6552.65
14'13'N:770730.25
E: 1796114.98
N:770811.32
E: 1796091.01
1.56%1.55%1.57%1.56%53.71 53.77
1.56%1.56%0.33%0.27%53.740.06%0.07%
53.881.56%53.41
52.83
1.56%1.64%DUBLIN RD
53.42
53.421.79%1.88%94+0095+00
1.5
6
%
7.6
9
%
7.66
%
1.56
%1.56%1.44%1.56%
1.56%
52.91
52.91
52.89
53.39
53.02
53.02
53.03
53.53
52.90
53.40
52.92
52.92
53.04
53.04
53.06
53.56
53.46 LIU COURT1"16"16"DUBLIN ROAD
(VARIABLE R/W WIDTH - PUBLIC)
91+00 0+000+3648.42
48.45
47.91
47.96 ME
45.36
45.39
47.12
47.18 ME47.51 ME
46.98
48.51
48.70 47.25 45.64
45.4347.05
1.71%1.69%1.67%1.67%1.69%1.71%3.61%5.49%6.17%
3.69%2.80%
101
12" STM
100
N:770425.49
E: 1796176.53
N:770375.60
E: 1796192.81
48.18 46.26
Δ=070.55, CH=16.2
L=17.24, R=14.0
Δ=084.23, CH=18.8
L=20.58, R=14.0
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
SCALE: H:1"=10', V:1"=5'
STORM SEWER PROFILE 100-101
830
840
850
860
830
840
850
860
844.43846.81847.77843.77846.92847.98-0+250+000+75 STA: 0+5912" INV (S): 845.75101
COC AA-S168N: 770424.19E: 1796174.0759' ~ 12" STM @ 3.35%STA: 0+0012" INV (N): 843.77100
COC AA-S168N: 770367.05E: 1796188.87EX GRADE
EX GRADE PROP GRADE
PROP GRADE
+3.61%
SCALE: H:1"=10', V:1"=5'
7118 DUBLIN RD DRIVEWAY PROFILE
830
840
850
860
830
840
850
860
847.24847.25847.25847.29-0+25 0+00 0+50
EX GRADE
℄
DUBLIN RD CENTERLINE
STA=0+01.30
ELEV = 847.23
PROP EDGE OF PAVEMENT
STA=0+16.12
ELEV = 846.92
R/W
STA=0+31.30
ELEV = 847.51
-1.69%
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONPUBLIC ROADWAY WIDENING PLANSFORDUBLIN ROADCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 4:02 PM EDITED BY: DANUGERAH DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\DUBLIN ROAD WIDENING CDS\2024.00690 INT.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
24/24INTERSECTION &DRIVEWAY DETAILSGRADING LEGEND
FFE=110.00 FINISHED FLOOR ELEVATION
SPOT ELEVATION
TOP OF CASTING ELEVATION
HIGH POINT ELEVATION
MATCH EXISTING ELEVATION
TOP OF CURB ELEVATION
BOTTOM OF CURB ELEVATION
SLOPE ARROW
10.00
100.00 TC
10.00 HP
10.00 ME
10.50
10.00
X.XX%
HORZ 1"=10'0 10 20
ZONE AE100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAY500-YR FLOODPLAIN100-YR FLOODPLAINFLOODWAY100-YR FLOODPLAIN500-YR FLOODPLAINFLOODWAYZONE AEZONE AECP900TBM1
CP947
CP9950
PROJECT LIMITS
2.37 AC TRIB
TO MH 8
1.41 AC TRIB
TO MH 2
TOP=828.93'
INV. 12" SPP=827.38'
(ACCORDING TO GROUNDS CREW:
PIPE OUTLETS @ PT. 1695)
EXIST DRAINAGE INLET
TR:847.08
INV(N):844.79
INV(S):844.89
EXIST DRAINAGE INLET
TR:846.88
INV(S):843.43
INV(W):842.83
INV(E):842.78
INV:843.75
18"
R
C
P
12" RCP12" CPPTOP=853.62' (3' LID)
24" RCP
INV:840.88
EX SAN MH 2789 TOP=840.90'
INV. 36" NE/S=819.90'
EX SAN MH 2772 TOP=836.17'
INV. 36" RCP N/S=819.42'
3.84 AC TRIB
TO MH 38
1
7
TOTAL TRIBUTARY
AREA: 12.36 AC
LIU
COURTEX SAN (77-003-CIP)EX SAN (77-003-CIP)OPEN SPACE A
PID: 273-005561-00
CITY OF DUBLIN
7215 DUBLIN RD
0.90 ACRES
PID: 273-001792-00
WAGNER KATHRYN LTR
7199 DUBLIN RD
3.28 ACRES
PID: 273-001793-00
HEGENDERFER JUSTIN L & ABIGAIL M
7177 DUBLIN RD
1.67 ACRES
PID: 273-001787-00
BOULDERS AT SCIOTO SHORES LLC
7118 DUBLIN RD REAR
2.96 ACRES
PID: 273-001926-00
OLSON ZACHARY MICHAEL &
RACHEL LUCKHART
19 BROWNING CT
1.01 ACRES
PID: 273-001925-00
EAGLES NAETHAN
49 BROWNING CT
1.01 ACRES
PID: 273-001924-00
CANDELA RICHARD & SANDRA R
75 BROWNING CT
1.23 ACRES
PID: 273-001923-00
SALISBURY LEE & KATE
91 BROWNING CT
1.95 ACRES
PID: 273-001786-00
GEORGE CRIMSON LLC
7192 DUBLIN RD
12.78 ACRES
SCIOTO RIVEREX SAN MH 2788
6
2
3
9
1.61 AC TRIB
TO MH 6
1.64 AC TRIB
TO MH 9
1.50 AC TRIB
TO EX MH 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
INDEX AND TRIBUTARY AREA MAP
SHEET INDEX
1 - TITLE SHEET
2 - GENERAL NOTES
3 - PLAN & PROFILE
4 - SANITARY DETAILS
Ohio Utilities Protection Service
Call 811before you dig
SANITARY SEWER PLANS
FOR
LIU COURT
CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
TITLE SHEET1/4
STANDARD CONSTRUCTION DRAWINGS
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON THESE
PLANS SHALL BE CONSIDERED A PART THEREOF.
CITY OF DUBLIN
(2020 EDITION)
CITY OF COLUMBUS
SA-01
SA-02
SA-03
SA-04
AA-S102
AA-S106
AA-S107
AA-S110
AA-S117
AA-S119
AA-S149
AA-S150
AA-S161
AA-S162
APPROVED:
CITY OF DUBLIN:
SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE
AND GENERAL LOCATION OF THE PROJECT AND DOES NOT CONSTITUTE
ASSURANCE TO OPERATE AS INTENDED. ALL TECHNICAL DETAILS REMAIN THE
RESPONSIBILITY OF THE PROFESSIONAL CIVIL ENGINEER PREPARING THE PLANS.
REGISTERED ENGINEER E-86125 DATE
DIRECTOR OF ENGINEERING/CITY ENGINEER
CITY OF DUBLIN, OHIO
PAUL A. HAMMERSMITH, P.E.
DATE
CITY OF COLUMBUS:
APPROVAL ON THE PART OF THE CITY OF COLUMBUS IS GIVEN PURSUANT TO THE
PROVISIONS OF THE SEWER (AND/OR WATER) SERVICE AGREEMENT BETWEEN THE CITY OF
DUBLIN, OHIO, DATED APRIL 13, 1993.
DATE
DIRECTOR, DEPARTMENT OF PUBLIC UTILITIES
CITY OF COLUMBUS, OHIO
DATE
ADMINISTRATOR, DIVISION OF SEWERAGE & DRAINAGE
CITY OF COLUMBUS, OHIO
SITE
VICINITY MAP
NTS
SITE
VICINITY MAP
NTSDUBLIN RD270 RIVERSIDE DREMERAL
D
PK
WY
GALWAY ESTATES
COVENTRY
WOODS
KILLILEA
WASHINGTON
TOWNSHIP
WASHINGTON
TOWNSHIP
SCIOTO
SHORES SCIOTO RIVERJOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690.TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
HORZ 1"=100'0 100 200
UTILITY CONTACTS
AMERITECH
408 CRITES ROAD
CIRCLEVILLE, OH 43113
PHONE: (740) 477-3658
AMERICAN ELECTRIC POWER
850 TECH CENTER DRIVE
GAHANA, OH 43230
PHONE: (614) 883-6831
CITY OF DUBLIN
DIVISION OF ENGINEERING
5800 SHIER-RINGS ROAD
DUBLIN, OH 43016
PHONE: (614) 410-4600
CITY OF COLUMBUS
DIVISION OF WATER
910 DUBLIN ROAD
COLUMBUS, OH 43215
PHONE: (614) 645-7788
COLUMBIA GAS OF OHIO
200 S CIVIC CENTER DR
COLUMBUS, OH 43215
PHONE: (614) 460-6000
TIME WARNER CABLE
1980 ALUM CREEK DR
COLUMBUS, OH 43207
PHONE: (614) 918-8439
ENGINEER
AMERICAN STRUCTUREPOINT
2550 CORPORATE EXCHANGE DRIVE, SUITE 300
COLUMBUS, OHIO 43231
CONTACT: BENJAMIN SCHILLING
PHONE: (614) 901-2235
EMAIL: BSCHILLING@STRUCTUREPOINT.COM
OWNER/ DEVELOPER
MR. JASON LIU
10279 WELLINGTON BLVD.
POWELL, OHIO 43065
CONTACT: JASON LIU
PHONE: (614) 313-1268
EMAIL: JASONLIU1218@YAHOO.COM
ARCHITECT
BASS STUDIO ARCHITECTS
36 KING AVENUE
COLUMBUS, OHIO 43201
CONTACT: TIMOTHY A. BASS, AIA, LEED AP
PHONE: (614) 294-4893
EMAIL: WWW.BASSSTUDIOARCHITECTS.COM
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, REFERENCED TO THE OHIO STATE PLANE
COORDINATE SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT),
AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION
VERTICAL CONTROL
ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED FROM GNSS OBSERVATIONS
REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) AND GEOID 18, AND AN NGS OPUS SOLUTION FOR
CONTROL POINT 900. THE ELEVATIONS FOR ALL OTHER CONTROL POINTS AND BENCHMARKS LISTED HEREON WERE ESTABLISHED
UTILIZING A DIFFERENTIAL LEVEL CIRCUIT ORIGINATING FROM CONTROL POINT 900.
B.M.DESCRIPTION NORTHING
(GROUND)EASTING (GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
TBM 1
MAG NAIL FOUND IN POWER POLE +/- 72' NORTH OF THE
DRIVE FOR 7192 DUBLIN ROAD, +/- 48' WEST OF CP 900,
+/- 27' EAST OF THE CENTER LINE OF DUBLIN ROAD
N/A N/A 853.64
HORIZONTAL CONTROL
COORDINATES ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS SOLUTION. A PROJECT ADJUSTMENT FACTOR OF
1.0000184927 WAS APPLIED ABOUT C.P. 900 TO OBTAIN GROUND COORDINATES.
C.P.DESCRIPTION NORTHING
(GROUND)
EASTING
(GROUND)ELEVATION
CP 900 5/8" IRON PIN SET W/ "ASI CONTROL POINT" CAP 770657.227 1796156.545 852.24
CP 947 MAG NAIL FOUND 770565.830 1796139.799 851.58
CP 949 MAG NAIL SET 770019.566 1796217.909 842.37
CP 9950 MAG NAIL SET 771031.845 1795937.341 848.03 PROFE
SSIONA L E N G INEERR
E
GIS T E R E DSTATE OF O
H
IOE-86125
MATTHEW
LILIE
J.
07/17/2025
GENERAL NOTES2/4
GENERAL NOTES
1.CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND
MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO
(HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL
CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN
SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY
THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS
UNLESS OTHERWISE NOTED.
2.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,
TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE
CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR
FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT
DOCUMENTS.
3.THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES
OF INTENT (NOI), BUILDING PERMITS, ETC.
4.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN
WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,
STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE
PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE
ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146.
6.FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE
REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF
ENGINEERING THAT DOCUMENTS "AS_BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND
ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE
PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE
CONSTRUCTIONS DRAWINGS.
7.THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT_OF_WAY
AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS,
UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,
REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.
IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN
OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
9.NON_RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR
HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER
CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR
WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE
GRADES AND CROSS_SECTIONS THAT EXISTED BEFORE CONSTRUCTION.
11.TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR
COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION
97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED
UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR
FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT
TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
12.DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR
FLOODPLAIN) IS NOT PERMITTED.
13.ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN
RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR
REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
14.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR
REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE
CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
15.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF
MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE
SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF
COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT
BE APPROVED FOR INSTALLATION.
16.BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES,
ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.)
SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS OR FLOWABLE CDF, TYPE II ACCORDING TO ITEM 613. ITEM 911 OF THE
STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
17.THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS
AND A LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY
OF COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING
CONSTRUCTION.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISION
CITY OF COLUMBUS
1800 EAST 17TH AVENUE
COLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERING
CITY OF DUBLIN
6555 SHIER RINGS ROAD
DUBLIN, OHIO 43016
18.ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE
APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING
HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE
PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING
HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
19.ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR
REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH
VISIBILITY FENCING PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 - INCHES
OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED WITH FENCING
PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT
INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE
REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING.
20.CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT,
UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER. USE OF PNEUMATIC AIR RAM
DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING
STREETS MUST BE OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING
BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING PAVEMENT
BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE II) SHALL BE USED IN PLACE OF
COMPACTED GRANULAR BACKFILL, ACCORDING TO ITEM 613 OF THE STANDARD
SPECIFICATIONS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE
RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL
ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO
THE CITY.
22.PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING
PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. PAVEMENT REPLACEMENT SHALL BE
CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND
APPLICABLE CITY OF DUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS,
HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT, ETC. SHALL BE
PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWINGS.
23.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED
ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM
ANY BROKEN BRANCHES AS NEEDED.
24.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN
APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.
25.ALL INLETS SHALL BE CHANNELIZED.
26.PARK AREAS SHALL BE FINE_GRADED AND SEEDED WITH THE FOLLOWING MIXTURE:
IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)
GERMINATION RATE: 85%
APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS
AND RECREATION, CITY OF DUBLIN, OHIO.
27.TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST
ANCHOR BASE INSTALLATION AND MEET ALL REQUIREMENTS OF ODOT TC-41.20 AND
APPLICABLE CITY OF DUBLIN SPECIFICATIONS.
28. STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING
COLORED IN WHITE DISPLAYED OVER A BROWN BACKGROUND. SIGN TUBING SHALL BE
BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE
INSTALLATION REQUIREMENTS OF ODOT TC-41.20.
UTILITIES
1.THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS
PROJECT:
AEP OHIO - ELECTRIC
BREEZELINE - TELECOM
COLUMBIA GAS OF OH-COLUMBUS - GAS
DUBLIN SEWER - SANITARY SEWER
DUBLIN WATER - WATER MAIN
DUBLIN DIVISION OF ENGINEERING - STORMWATER
AT&T - TELECOM
CHARTER COMM - TELECOM
2.THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES
PROTECTION SERVICE (TELEPHONE NUMBER 800_362_2764), PRODUCER'S UNDERGROUND
PROTECTION SERVICE (TELEPHONE NUMBER 614_587_0486), AND TO OWNERS OF
UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND
PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START
OF CONSTRUCTION.
3.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE
CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS
AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY
OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR
OF THE SAME AND FOR ANY RESULTING CONTINGENT DAMAGE.
4.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND THE CITY ENGINEER.
6.PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF
DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
1.TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR ACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(OMUTCD), CURRENT EDITION.
2.ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00
AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE
CITY ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM
ONE_LANE TWO_WAY TRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE
FLAGMEN DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENT WHENEVER ONE_LANE,
TWO_WAY TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS
DIRECTED BY THE CITY ENGINEER.
3.IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER
PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED,
OFF_DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
4.STEADY_BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND
SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT.
5.ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING
RESIDENTS OR BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT FOR MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY
VEHICLES. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE
PROPOSED MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFIC CONTROL PLAN MUST
INCORPORATE ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC
CONTROL PLAN PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
1.THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT
(NOI) TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO
OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE
UNDER THE OHIO EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE
NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY
BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE
MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL
SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER.
AN INDIVIDUAL NPDES STORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE
CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
2.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM
WATER RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW,
AND STORM SEWERS.
3.ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT
LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND
TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
4.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES
CONSISTENT WITH EROSION CONTROL PRACTICES.
5.DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE
SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER
SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE
GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION
BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
1.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE
DEPARTMENT PRIOR TO BLASTING FOR ROCK EXCAVATION. THE CONTRACTOR SHALL
SUBMIT BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE
OWNER, AND THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON
"AS_BUILT" CONSTRUCTION DRAWINGS.
SANITARY SEWERS
1.CONNECTIONS TO THE SANITARY SEWER WILL BE PERMITTED UPON RECEIVING AN OEPA
PERMIT TO INSTALL (PTI), AND UPON RECEIVING A SATISFACTORY LETTER FROM THE
DESIGN ENGINEER STATING THAT THE PROJECT HAS BEEN CONSTRUCTED AS PER THE
PLANS, AND ALL OF THE CONDITIONS OF THE PTI HAVE BEEN MET. THE DEVELOPER IS
RESPONSIBLE FOR OBTAINING ALL REQUIRED OHIO EPA APPROVALS AND PAYING REVIEW
FEES.
2.SANITARY SEWAGE COLLECTION SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE RULES, REGULATIONS, STANDARDS AND SPECIFICATIONS OF THE CITY OF DUBLIN, OHIO
EPA, OHIO DEPARTMENT OF HEALTH AND THE CURRENT EDITION OF THE GREAT
LAKES-UPPER MISSISSIPPI RIVER BOARD (TEN STATES) - RECOMMENDED STANDARDS FOR
WASTEWATER FACILITIES.
3.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPE WITH DIAMETERS 8 INCHES TO 10
INCHES SHALL BE PVC SEWER PIPE ASTM D3034, SDR 35. PIPE FOR 6 INCH DIAMETER HOUSE
SERVICE LINES SHALL BE PVC PIPE ASTM D3034, SDR 35. PVC PIPE SHALL NOT BE USED AT
DEPTHS GREATER THAN 28 FEET. PIPE MATERIALS AND RELATED STRUCTURES SHALL BE
SHOP TESTED IN ACCORDANCE WITH CITY OF COLUMBUS CONSTRUCTION INSPECTION
DIVISION QUALITY CONTROL REQUIREMENTS.
4.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPES WITH DIAMETERS 12 INCHES TO
30 INCHES SHALL BE PVC SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM
F2736. SANITARY SEWER PIPES WITH DIAMETERS 30 INCHES TO 60 INCHES SHALL BE PVC
SEWER PIPE, ASTM D3034, SDR 35 OR SANITITE HP PIPE, ASTM F2764.
5.ALL IN_LINE WYE AND TEE CONNECTIONS IN CONCRETE SEWERS, 18-INCH DIAMETER AND
LARGER, SHALL BE EITHER KOR_N_TEE OR KOR_N_SEAL CONNECTIONS CONFORMING TO
THE MANUFACTURER'S RECOMMENDATIONS.
6.GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912
OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO
ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
7.ALL MANHOLE LIDS SHALL BE PROVIDED WITH CONTINUOUS SELF_SEALING GASKETS. THE
APPROVED CONSTRUCTION DRAWINGS SHALL SHOW WHERE BOLT_DOWN LIDS ARE
REQUIRED. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE OR AS APPROVED
BY THE CITY ENGINEER AND CONFORM TO THE CITY OF DUBLIN SANITARY MANHOLE
STANDARD DRAWING. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO.
8.ALL PVC SEWER PIPES SHALL BE DEFLECTION TESTED NO LESS THAN 60 DAYS AFTER
COMPLETION OF BACKFILLING OPERATIONS. ALL OTHER REQUIREMENTS SHALL BE
ACCORDING TO ITEM 901.21 OF THE STANDARD SPECIFICATIONS.
9.TEMPORARY BULKHEADS SHALL BE PLACED IN PIPES AT LOCATIONS SHOWN ON THE
APPROVED CONSTRUCTION DRAWINGS AND SHALL REMAIN IN PLACE UNTIL THE PERMIT TO
INSTALL (PTI) HAS BEEN ISSUED BY THE OEPA AND THE SEWERS HAVE BEEN APPROVED
FOR USE BY THE CITY ENGINEER. THE COST FOR FURNISHING, INSTALLING, MAINTAINING,
AND REMOVING BULKHEADS SHALL BE INCLUDED IN THE CONTRACT UNIT BID PRICE FOR
THE VARIOUS SANITARY SEWER ITEMS.
10.ALL SANITARY SEWERS INCLUDING SANITARY SEWER SERVICE LINES SHALL BE SUBJECTED
TO AND PASS INFILTRATION OR EXFILTRATION TESTS ACCORDING TO ITEM 901 OF THE
STANDARD SPECIFICATIONS AND MUST BE APPROVED FOR USE BY THE CITY ENGINEER
BEFORE ANY SERVICE CONNECTIONS ARE TAPPED INTO SEWERS.
11.FOR SANITARY SEWER INFILTRATION, LEAKAGE THROUGH JOINTS SHALL NOT EXCEED 100
GALLONS PER INCH OF TRIBUTARY SEWER DIAMETER PER 24 HOURS PER MILE OF LENGTH
OR THE COMPUTED EQUIVALENT. ALL SANITARY SEWERS SHALL BE TESTED.
12.AT THE DETERMINATION OF THE CITY ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO
PERFORM A TV INSPECTION OF THE SANITARY SEWER SYSTEM PRIOR TO FINAL
ACCEPTANCE BY THE CITY. THIS WORK SHALL BE COMPLETED BY THE CONTRACTOR AT HIS
EXPENSE.
13.VISIBLE LEAKS OR OTHER DEFECTS OBSERVED OR DISCOVERED DURING TV INSPECTION
SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.
14.ROOF DRAINS, FOUNDATION DRAINS, FIELD TILE OR OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE STRICTLY PROHIBITED ACCORDING TO SECTION
51.23 OF THE DUBLIN CODE OF ORDINANCES.
15.ALL WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY AND 18 INCHES
VERTICALLY, FROM SANITARY SEWERS AND STORM SEWERS, TO THE GREATEST EXTENT
PRACTICABLE. WHERE SANITARY SEWERS CROSS WATER MAINS OR OTHER SEWERS OR
OTHER UTILITIES, TRENCH BACKFILL SHALL BE PLACED BETWEEN THE PIPES CROSSING AND
SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD
SPECIFICATIONS. IN THE EVENT THAT A WATER LINE MUST CROSS WITHIN 18 INCHES OF A
SANITARY SEWER, THE SANITARY SEWER SHALL BE CONCRETE ENCASED OR CONSIST OF
DUCTILE IRON PIPE MATERIAL.
16.SERVICE RISERS SHALL BE INSTALLED WHERE THE DEPTH FROM WYES TO PROPOSED
GROUND ELEVATION EXCEEDS 10 FEET. TOPS OF RISERS SHALL BE NO LESS THAN 9 FEET
BELOW PROPOSED GROUND ELEVATION IF BASEMENT SERVICE IS INTENDED.
17.WHERE SERVICE RISERS ARE NOT INSTALLED, A MINIMUM 5_FOOT LENGTH OF SANITARY
SEWER SERVICE PIPE OF THE SAME SIZE AS THE WYE OPENING SHALL BE INSTALLED.
18.THE CONTRACTOR SHALL FURNISH AND PLACE, AS DIRECTED, APPROVED WYE POLES MADE
OF 2 INCHES X 2 INCHES LUMBER AT ALL WYE LOCATIONS, ENDS OF EXTENDED SERVICES,
OR AT THE END OF EACH RISER WHERE RISERS ARE REQUIRED. WYE POLES SHALL BE
VISIBLE BEFORE ACCEPTANCE BY THE CITY. THE COST OF THESE POLES SHALL BE
INCLUDED IN THE CONTRACT UNIT PRICE FOR THE VARIOUS SEWER ITEMS.
19.EXISTING SANITARY SEWER FLOWS SHALL BE MAINTAINED AT ALL TIMES. COSTS FOR
PUMPING AND BYPASSING SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE BID FOR
THE RELATED ITEMS.
20.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT, AND LABOR TO MAKE
CONNECTIONS TO EXISTING MANHOLES. THE SEWER PIPE TO MANHOLE CONNECTIONS FOR
ALL SANITARY SEWERS SHALL BE FLEXIBLE AND WATERTIGHT. ALL HOLES SHALL BE
NEATLY CORED. THE SEWER PIPE BARREL AT THE SPRINGLINE SHALL NOT EXTEND MORE
THAN 1 INCH BEYOND THE INSIDE FACE OF THE MANHOLE. TO MAINTAIN FLEXIBILITY IN THE
CONNECTION, A 1_INCH SPACE SHALL BE LEFT BETWEEN THE END OF THE PIPE INSIDE THE
MANHOLE AND THE CONCRETE CHANNEL; THIS SPACE SHALL BE FILLED WITH A
WATERPROOF FLEXIBLE JOINT FILLER. ANY METAL THAT IS USED SHALL BE TYPE 300
SERIES STAINLESS STEEL. THE CONNECTION MAY BE ANY OF THE FOLLOWING TYPES:
A.RUBBER SLEEVE WITH STAINLESS STEEL BANDING.
1)KOR_N_SEAL AS MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC.
2)LOCK JOINT FLEXIBLE MANHOLE SLEEVE AS MANUFACTURED BY INTERPACE
CORPORATION.
3)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
B.RUBBER GASKET COMPRESSION.
1)PRESS WEDGE II AS MANUFACTURED BY PRESS_SEAL GASKET CORPORATION.
2)DURA SEAL III AS MANUFACTURED BY DURA TECH, INC.
3)LINK_SEAL AS MANUFACTURED BY THUNDERLINE CORPORATION.
4)OR EQUAL AS APPROVED BY THE CITY ENGINEER.
THE COST FOR THIS WORK ALONG WITH A NEW CHANNELIZED BASE FOR THE MANHOLE
SHALL BE INCLUDED IN THE UNIT BID PRICE FOR THE RELATED ITEMS OF WORK.
WATER LINE 1-17 DELETED
STORM SEWER 1-11 DELETED
MAIL DELIVERY
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN
THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS
RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION
THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE
RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION.
ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US
POSTAL SERVICE AND THE HOMEOWNER.
2.BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S.
POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE
POSTAL SERVICE.
USE OF FIRE HYDRANTS
1.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE
DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIRE HYDRANTS
WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF
DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS.
THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED FROM DUBLIN AND
COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS
SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.
2.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM
THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATING THAT THE
CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS
PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:43 PM EDITED BY: DANUGERAH DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690.TS.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
ELEC. RISER
OUTLET
TOP=828.93'
INV. 12" SPP=
8
2
7
.
3
8
'
(ACCORDING
T
O
G
R
O
U
N
D
S
CREW: PIPE O
U
T
L
E
T
S
@
P
T
.
1
6
9
5
)
TOP=836.17'
INV. 36" RCP
N
/
S
=
8
1
9
.
4
2
'
(77-003-CIP)
EX BLDG
WV
WV
24"
STM
12" STM
1
8
"
STM
0+00
1+00 2+003
+
0
0
3
+
3
7
CONNECT PROP
SANITARY TO EX
MANHOLE
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
LI
U
C
O
U
R
T
20' SAN EASE
M
E
N
T14+0015+001
6
+
0
0
16
+
1
8
1EX 36" SAN(77-003-CIP)8" SAN
12" STM
12" STM 12" STM2
3
8" SAN8
"
S
A
N
20' SAN EASEMENT6" SAN @2.08% MIN,
CONNECT TO
EXISTING SANITARY
SERVICE
2772
LOT 6
PAD=842.00
LOT 5
PAD=837.00
REAR=827.00
LOT 4
FFE=832
CONTRACTOR
TO ABANDON EX
SANITARY
SERVICE
7192 A
T
&
T
WV
TOP=840.90'
INV. 36" NE/S=819.90'
8" SAN
2+03
0+00
1+00
2+008
7
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
6" SAN @2.08%
MIN (TYP ALL
SERVICES)58'28'LIU COURT
11+00
12+00
1
3
+
0
0EX 36" SAN(77-003-CIP)LOT 2
PAD=852.00
REAR=842.00
LOT 3
PAD=847.00
REAR=837.00EX 36" SAN
(77-003-CIP)
8" WATER MAIN
20' SAN
EASEMENT
6 2789
6" SAN @2.08%
MIN (TYP ALL
SERVICES)12" STM1
2
"
S
TMDUBLIN ROAD20'9
0+0
0
0+7
2
LOT 1
PAD=852.50
LOT 7
40,531
S
F
0.93 A
C
PAD=8
5
2
.
5
0
6" SAN @2.08%
MIN (TYP ALL
SERVICES)
SCALE: H:1"=30', V:1"=10'
SANITARY SEWER PROFILE SAN 6-8
800
810
820
830
840
850
860
870
800
810
820
830
840
850
860
870
SCALE: H:1"=30', V:1"=10'
SANITARY SEWER PROFILE SAN 7-9
800
810
820
830
840
850
860
870
800
810
820
830
840
850
860
870
EXISTING GRADE
840.53841.00840.86840.76841.59842.71843.89844.70845.60-0+300+001+002+002+20
8
T.C. 852.25COC AA-S102DUBLIN SA-01 (48")N: 770823.37E: 1796144.86STA: 2+038" INV (E): 837.007
T.C. 848.19COC AA-S102DUBLIN SA-01 (48")N: 770861.69E: 1796280.95STA: 0+628" INV (W): 836.378" INV (N): 836.278" INV (E): 836.37141' ~ 8" SAN @ 0.45%
EX 36" SAN
8" INSIDE DROP
(PER COC AA-S110)STA: 0+158" INV (S): 836.068" INV (E): 835.96STA:0+008" INV (W):835.8936" INV (NE):819.9036" INV (S):819.906
T.C. 850.52COC AA-S102DUBLIN SA-01 (48")N: 770908.16E: 1796283.412789
TC 850.03ODOT MH-3N: 770911.23E: 1796298.10EXISTING GRADE
840.42839.67838.88-0+15 0+00 0+85STA: 0+008" INV (W): 836.378" INV (N): 836.278" INV (E): 836.37STA: 0+728" INV (W): 836.699
T.C. 846.06COC AA-S102DUBLIN SA-01 (48")N: 770850.96E: 1796352.257
T.C. 848.19COC AA-S102DUBLIN SA-01 (48")N: 770861.69E: 1796280.9572' ~ 8" SAN
@ 0.45%
47' ~ 8" SAN
@ 0.45%
15' ~ 8" SAN
@ 0.47%
EX 36" SAN*
WATER SERVICE 4' MIN COVER &
18" MIN CLEARANCE FROM SAN
*
SCALE: H:1"=30', V:1"=10'
SANITARY SEWER PROFILE SAN 1-3
800
810
820
830
840
850
860
800
810
820
830
840
850
860
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
1
T.C. 834.26COC AA-S102DUBLIN SA-01 (48")N: 770495.74E: 1796588.55STA: 2+008" INV (W): 823.098" INV (N): 823.19836.37836.02835.44835.20834.29832.31830.87829.10827.22825.55826.29826.95827.91829.78832.96833.33833.26834.24834.94834.75834.69833.03833.38-0+15 0+00 1+00 2+00 3+00 3+70STA:0+008" INV (E):822.2036" INV (S):819.4236" INV (N):819.422772
TC 836.37EX MANHOLEN: 770444.06E: 1796395.80200' ~ 8" SAN @ 0.45%STA: 2+918" INV (S): 823.608" INV (NW): 823.702
T.C. 834.11COC AA-S102DUBLIN SA-01 (48")N: 770584.36E: 1796612.19STA: 3+378" INV (SE): 823.913
T.C. 834.10COC AA-S102DUBLIN SA-01 (48")N: 770613.65E: 1796576.8846' ~ 8" SAN
@ 0.45%
92' ~ 8" SAN @ 0.45%
24" STM
*
WATER SERVICE 4' MIN
COVER & 18" MIN
CLEARANCE FROM SAN
#
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:56 PM EDITED BY: MLILIE DRAWING FILE: O:\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
SITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY
CURB AND GUTTER
SIGN
UTILITY LEGEND
SANITARY GRAVITY
SANITARY SERVICE
WATER
STORM SEWER
CATCH BASIN
HEADWALL
SANITARY MANHOLE
FIRE HYDRANT
WATER VALVEWV
VERT 1"=10'
HORZ 1"=30'
0
0
10
30
20
60
NOTE:
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS
AND INVERTS PRIOR TO START OF CONSTRUCTION.
LONG SERVICES ARE TO HAVE AT LEAST 2' OF RISER ON HOUSE
SIDE OF STREET IN ACCORDANCE WITH CITY OF DUBLIN
STANDARD CONSTRUCTION DRAWING SA-03. BACKWATER VALVES
SHALL BE INSTALLED ON SANITARY SERVICES WITH LESS THAN 2'
RISER.
TAPS INTO EXISTING SEWER SYSTEMS ARE TO BE CORE DRILLED
AND INSPECTED BY THE CITY OF DUBLIN.
END OF SANITARY STUBS SHALL BE MARKED WITH 4"X4" POST.
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A MINIMUM 2.5'
CLEARANCE BETWEEN THE 6" SANITARY SEWER SERVICES AND
ALL UTILITY CROSSINGS WHILE MAINTAINING A MINIMUM 2.08%
GRADE FOR THE SANITARY SERVICES. CONSTRUCT THE TYPICAL
ANTI-INFILTRATION & INFLOW BARRIER FOR ALL CROSSINGS OF
SANITARY SEWERS AND WATER MAINS AND STORM SEWERS; SEE
DETAIL SHOWN ON SHEET 4
PROPOSED NON-SANITARY SITE IMPROVEMENTS ARE SHOWN FOR
REFERENCE ONLY. PLEASE REFER TO THE 7192 DUBLIN RD
PRIVATE ON-SITE AND PUBLIC ROAD WIDENING PLANS.
PROFILE NOTES:
*COMPACTED BACKFILL, ITEM 911
**COMPACTED GRANULAR BACKFILL, ITEM 912
#SEE ANTI INFILTRATION AND INFLOW BARRIER DETAIL,
SHEET 4
1
3/4
STM
PLAN & PROFILE
SANITARY SEWER STRUCTURE TABLE
STR.
NO
1
2
3
6
7
8
9
2772
2789
STRUCTURE TYPE
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
COC AA-S102
DUBLIN SA-01
EX MANHOLE
ODOT MH-3
TOP OF CASTING
834.26
834.11
834.10
850.52
848.19
852.25
846.06
836.37
850.03
NORTHING
770495.74
770584.36
770613.65
770908.16
770861.69
770823.37
770850.96
770444.06
770911.23
EASTING
1796588.55
1796612.19
1796576.88
1796283.41
1796280.95
1796144.86
1796352.25
1796395.80
1796298.10
AS-BUILT
NORTHING
AS-BUILT
EASTING
SANITARY PIPE DATA TABLE
START STRUCTURE
2789
9
8
7
6
3
2
1
END STRUCTURE
7
7
6
2789
2
1
2772
LENGTH
3
72
141
47
15
46
92
200
BEARING
S11° 48' 43.64"E
N81° 26' 27.13"W
N74° 16' 27.44"E
N03° 01' 50.25"E
N78° 11' 16.36"E
S50° 18' 58.07"E
S14° 56' 00.96"W
S74° 59' 27.37"W
JOB NUMBER:
DRAWN BY:
DATE:REVISIONSDATESHEET NO.DESCRIPTIONSANITARY SEWER PLANSFORLIU COURTCITY OF DUBLIN, FRANKLIN COUNTY, OHIOCHECKED BY:
04/02/2025
HSR
MJL
2024.00690
PLOT SCALE: 1:1 EDIT DATE: 7/17/25 - 1:56 PM EDITED BY: MLILIE DRAWING FILE: \\COLUFS2\PROJECTS\2024\00690\D. DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\SANITARY PLAN\2024.00690 P&P.DWG2550 Corporate Exchange Dr, Ste 300 | Columbus, Ohio 43231TEL 614.901.2235 | FAX 614.901.2236www.structurepoint.comAPPROVAL PENDING NOT FOR
CONSTRUCTION
IN SUBMITTING BIDS IN RELIANCE ON
THESE PLANS THE CONTRACTOR
ASSUMES ALL RISKS OF ADDITIONAL
COSTS OF REVISIONS DUE TO
REQUIREMENTS OF THE OWNER OR
GOVERNMENTAL AUTHORITIES AND
MATERIAL REVISIONS IN THE COURSE
OF COMPLETING THE FINAL DESIGN.
24-005-RES
4/4
ANTI-INFILTRATION AND INFLOW BARRIER
NOT TO SCALE
66 105
24 48
4421
MATERIAL
1' BEDDING
1' MIN.
BELL HOLESUBGRADE
Wn/2
D
Wn/2
1'
27 52
1'
WD
12
15
18
32
36
40
8
*
6
10
30
*
n
30
30
FLEXIBLE SEWER PIPE
* INCHES
WD
80
72
64
48
42
36
52
48
n
56
*
27
24
*
30
12 32
21
18
15
44
40
36
10
8
6
30
27
24
D
*
W
*
n
7142
48
54
60
78
87
96
36
30
33
64
57
61
13690
96
102
108
143
151
160
84
78
72
130
123
116
D
*
W
*
n D
*
W
*
n
COMPACTED CLAY PER ITEM
203, STARTING AT 1' ABOVE
SANITARY SEWER. 1' THICK
BETWEEN STORM AND
SANITARY SEWER LINES
STORM SEWER
BEDDING 4" MIN.
SEE STD DWG AA-S151
FOR BEDDING MATERIAL
REQUIREMENTS
(RIGID SEWER)
4" BEDDING
MATERIAL
FOR BEDDING MATERIAL
REQUIREMENTS
SEE STD DWG AA-S149
(FLEXIBLE SEWER)
TYPE "A" - FOR CLEARANCES 28" AND GREATER
MATERIAL
1' BEDDING
BELL HOLESUBGRADE
Wn/2
D
Wn/2 BENTOFIX THERMAL
LOCK GEOSYNTHETIC
CLAY LINER (GCL) OR
APPROVED EQUAL
STORM SEWER
BEDDING
4" MIN.
SEE STD DWG AA-S151
FOR BEDDING MATERIAL
REQUIREMENTS
(RIGID SEWER)
4" BEDDING
MATERIAL
FOR BEDDING MATERIAL
REQUIREMENTS
SEE STD DWG AA-S149
(FLEXIBLE SEWER)
TYPE "B" - FOR CLEARANCES LESS THAN 28"
FLEXIBLE SEWER PIPE RIGID SEWER PIPE
FLEXIBLE SEWER PIPE RIGID SEWER PIPE
RIGID SEWER PIPE
* INCHES
PROP. STORM & WATER MAIN
PROP. STM & WATER MAIN
NOTES:
1.THIS DETAIL IS REQUIRED AT ALL SANITARY SEWER AND WATER
MAIN CROSSINGS. IF IT IS DISTURBED DURING THE CONSTRUCTION
OF THE STORM SEWER OR WATER MAIN IT MUST BE RESTORED TO
THE REQUIREMENTS OF THE DETAIL. THIS DETAIL IS NOT BEING
USED TO MITIGATE CROSSINGS WHERE THERE IS LESS THAT 18" OF
VERTICAL DISTANCE FROM OUTSIDE TO OUTSIDE OF PIPES.
A SANITARY DETAILSESTIMATE OF QUANTITIES
THESE QUANTITIES HAVE BEEN PROVIDED ONLY AS AN ESTIMATE TO THE SCOPE OF THE WORK. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE TO EVALUATE THE COMPLETE PROJECT AS DETAILED IN THE NOTES, PLANS, AND SPECIFICATIONS AND
PROCEDURES NECESSARY FOR THE COMPLETION OF THE PLAN IMPROVEMENTS AND SUBMIT HIS TOTAL PROJECT COST
ACCORDINGLY.
ITEM QUANTITY UNIT DESCRIPTION
SANITARY
604 7 EACH PRECAST CONCRETE MANHOLE TYPE "C" (AA-S102) W/ CITY OF DUBLIN LID (ST-02)
901 613 LF 8" PVC SANITARY SEWER PIPE, OR APPROVED EQUAL
914 12 LF 6" PVC DIA. PIPE RISER
915 7 EACH 8" X 6" WYE FITTING
918 289 LF 6" DIAMETER PIPE, SANITARY HOUSE SERVICE CONNECTION
CALCULATED BY: DA DATE: 03/15/2022 CHECKED BY: MJL 07/16/2025
VICINITY MAP
NO SCALE
SIT
E
BROWNING CT
BELLAIRE
AVE.
DUBLIN RD
LIU COURT
SURVEYOR'S CERTIFICATION
WE DO HEREBY CERTIFY THAT WE HAVE SURVEYED THE PREMISES AND PREPARED THE ATTACHED
PLAT AND THAT SAID PLAT IS CORRECT AND MEETS MINIMUM STANDARDS FOR BOUNDARY SURVEYS
IN THE STATE OF OHIO. THE DIMENSIONS OF THE LOTS AND STREETS ARE SHOWN IN FEET AND
DECIMAL PARTS THEREOF.
_____________________________________________________________
DALTON L. BISCHOFF DATE
REGISTERED PROFESSIONAL SURVEYOR NO. 8874
BEARINGS DESCRIBED HEREON ARE BASED ON SOUTH 88 DEGREES 16 MINUTES 20
SECONDS WEST FOR THE NORTH LINE OF LUTHER MITCHELL'S SCIOTO SHORES, AS
DELINEATED ON THE RECORD PLAT THEREOF, OF RECORD IN PLAT BOOK 18, PAGE 37,
MEASURED FROM GRID NORTH, REFERENCED TO THE OHIO STATE PLANE COORDINATE
SYSTEM (SOUTH ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011
ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY AND AN NGS OPUS
SOLUTION.
THE SOURCES OF RECORDED SURVEY DATA REFERENCED IN THE PLAN AND TEXT OF
THIS PLAT ARE THE RECORDS OF THE RECORDER'S OFFICE, FRANKLIN COUNTY, OHIO.
SOURCE OF DATA
PERMANENT MARKERS, WHERE INDICATED HEREON, ARE SOLID REBAR, 1 INCH
DIAMETER, 30 INCHES LONG, WITH ALUMINUM CAPS DESIGNATED "ASI FIRM 1648"
PERMANENT MARKERS
ALL OTHER MONUMENTS INDICATED HEREON ARE SOLID REBAR 5/8 INCH IN DIAMETER,
30 INCHES LONG, WITH CAPS DESIGNATED "ASI FIRM 1648"
PLAT MONUMENTS
PREPARED BY:
STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF DUBLIN,
VIRGINIA MILITARY SURVEY NUMBER 2543
ACREAGE SUMMARY
DEDICATED
R/W
LOTS
TOTAL
10.623
12.793
1 of 2
RESERVES 0.598
LINETYPE LEGEND
Plat Boundary
Centerline of Right-of-Way
Property Line
Existing Easement
Right-of-Way (R/W) Line
Building Setback
Platted Easement
*0.449 AC IN PRO
(Present Road Occupied)
1.572
IRON PIN FOUND (SEE NOTES ON SHEET 2)
1" IRON PIN SET WITH ALUMINUM CAP DESIGNATED
"ASI FIRM 1648" (PERMANENT MARKERS)
MONUMENT & EASEMENT TYPE LEGEND
5/8" IRON PIN SET WITH CAP DESIGNATED "ASI FIRM 1648"
MAG SPIKE SET
MAG NAIL/SPIKE FOUND
ACKNOWLEDGMENT
STATE OF OHIO )
)
FRANKLIN COUNTY )
The foregoing instrument was acknowledged before me this
____ day of __________________, 2025, by ____________________, ____________________
of George Crimson LLC, on behalf of the company.
_________________________________________
Notary Public
Approved this _____ day of _______________, 2025
_________________________________________________
Director of Community Planning & Development
City of Dublin, Ohio
Approved this _____ day of _______________, 2025
_________________________________________________
Director of Engineering
City of Dublin, Ohio
Approved this _______ day of _________________, 2025, Resolution No. _______________, by a vote of council, wherein
all of Dublin Road and Liu Court, dedications hereon are accepted as such by the Council of the City of Dublin, Ohio.
In witness whereof, I have hereunto set my hand and affixed
_________________________________________________
my seal this _______ day of _______________, 2025 Clerk of Council
City of Dublin, Ohio
Transferred this _______ day of _____________, 2025
_________________________________________________
Auditor
Franklin County, Ohio
_________________________________________________
Deputy Auditor
Franklin County, Ohio
Recorded this _____ day of _________________, 2025
_________________________________________________
Recorder
At ______ AM/PM Franklin County, Ohio
Fee $__________
Plat Book ___________, Page ________________Instrument Number ___________________________
NOTE "D":Liu Court is in the Zone X (areas determined to be outside of the 0.2% annual chance floodplain) Flood Hazard Zone X (areas
determined to be inside the 0.2% annual chance floodplain) Flood Hazard Zone AE (areas determined to be inside the 0.1%
annual chance floodplain) and Floodway, as shown on the Federal Emergency Management Agency Flood Insurance Rate
Maps, Map Number 39049C0151K (effective date June 17, 2008) and LOMR 15-05-1599P (effective date August 1, 2015).
SS:
DEED REFERENCE:
SITUATED IN THE STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF DUBLIN, BEING LOCATED IN VIRGINIA
MILITARY SURVEY NUMBER 2543, BEING A SUBDIVISION CONTAINING 12.793 ACRES (MEASURED), AND
BEING ALL OF THE 12.820 ACRE (RECORDED) TRACT CONVEYED BY DEED TO GEORGE CRIMSON, LLC. IN
INSTRUMENT 202402210017392, ALL DOCUMENTS REFERENCED HEREON ARE ON RECORD IN THE OFFICE
OF THE RECORDER, FRANKLIN COUNTY, OHIO.
OWNER'S CONSENT AND DEDICATION:
THE UNDERSIGNED, JASON LIU, OWNER OF GEORGE CRIMSON, LLC, BEING ALL THE OWNERS OF THE LANDS
HEREIN PLATTED, ADOPT AND CONFIRM THAT THIS PLAT CORRECTLY REPRESENTS OUR "LIU COURT", A
SUBDIVISION OF LOTS 1 THROUGH 7, RESERVE A, AND DO HEREBY DEDICATE TO PUBLIC USE, AS SUCH, ALL
OF DUBLIN ROAD, AND LIU COURT, AS SHOWN HEREON AND NOT HERETOFORE DEDICATED.
IN WITNESS THEREOF, JASON LIU, OWNER OF SAID GEORGE CRIMSON, LLC
HAS HEREUNTO SET HIS HAND THIS _______ DAY OF ________________, 2025.
SIGNED AND ACKNOWLEDGED GEORGE CRIMSON, LLC
IN THE PRESENCE OF:
SIGN:______________________________BY: _________________________________
PRINT: ____________________
____________________
SIGN:______________________________
PRINT:
THE UNDERSIGNED FURTHER AGREES THAT ANY USE OR IMPROVEMENTS ON THIS LAND SHALL BE IN
CONFORMITY WITH ALL EXISTING VALID ZONING, PLATTING, HEALTH OR OTHER LAWFUL RULES AND
REGULATIONS, INCLUDING APPLICABLE OFF-STREET PARKING AND LOADING REQUIREMENTS OF THE CITY
OF DUBLIN, OHIO, FOR THE BENEFIT OF ITSELF AND ALL OTHER SUBSEQUENT OWNERS OR ASSIGNS TAKING
TITLE FROM, UNDER OR THROUGH THE UNDERSIGNED.
EASEMENTS ARE HEREBY RESERVED IN, OVER AND UNDER "LANDSCAPE EASEMENT", "STORM EASEMENT",
"SANITARY EASEMENT", AREAS AS DELINEATED ON THIS PLAT. EACH OF THE AFOREMENTIONED
DESIGNATED EASEMENTS PERMIT THE CONSTRUCTION, OPERATION, AND MAINTENANCE OF ALL PUBLIC
AND QUASI PUBLIC UTILITIES ABOVE, BENEATH, AND ON THE SURFACE OF THE GROUND AND, WHERE
NECESSARY, FOR THE CONSTRUCTION, OPERATION, AND MAINTENANCE OF SERVICE CONNECTIONS TO ALL
ADJACENT LOTS AND LANDS.
RESERVE A IS HEREBY DEDICATED AS PRIVATE OPEN SPACE WITH PROPOSED GRAVEL PATH TO PROVIDE
ACCESS TO FUTURE SEATING AREA AND WATERFRONT.
NOTE "C":Fencing is not permitted in this neighborhood to preserve the established character of the community.
LIU COURT
FINAL PLAT
Owner and Developer:
Mr. Jason Liu
10279 Wellington Blvd.
Powell, Ohio 43065
Contact: Jason Liu
Phone: (614) 313-1268
Email: jasonliu1218@yahoo.com
Architect:
Bass Studio Architects
36 King Avenue
Columbus, Ohio 43201
Contact: Timothy A. Bass, AIA, LEED AP
Phone: (614) 294-4893
Email: www.bassstudioarchitects.com
Engineer:
American Structurepoint
2550 Corporate Exchange Dr., Suite 300
Columbus, Ohio 43231
Contact: Benjamin Schilling
Phone: (614) 901-2235
Email: bschilling@structurepoint.comSCIOTO RIVERCHADDINGTONDRNOTE "B":"Landscape Easements" shown hereon are reserved for the homeowner's association for the purpose of maintaining various
landscaping features.
NOTE "A":"Reserve A" shown hereon is owned and maintained by the homeowner's association.
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
Length
217.90'
102.06'
260.03'
38.98'
62.64'
274.94'
38.34'
101.05'
175.77'
21.17'
95.97'
104.59'
38.29'
46.91'
26.87'
124.12'
77.04'
38.59'
280.48'
64.05'
Radius
150.00'
150.00'
179.00'
121.00'
60.00'
60.00'
60.00'
179.00'
121.00'
179.00'
179.00'
179.00'
179.00'
60.00'
60.00'
60.00'
60.00'
60.00'
61.00'
60.00'
Delta
083°13'52"
038°59'03"
083°13'52"
018°27'25"
059°49'05"
262°32'44"
036°36'59"
032°20'46"
083°13'52"
006°46'38"
030°43'03"
033°28'47"
012°15'24"
044°47'36"
025°39'26"
118°31'35"
073°34'06"
036°51'10"
263°27'06"
061°09'59"
Chord Length
199.24'
100.10'
237.76'
38.81'
59.83'
90.19'
37.70'
99.72'
160.72'
21.16'
94.82'
103.11'
38.22'
45.72'
26.64'
103.14'
71.86'
37.93'
91.05'
61.05'
Chord Bearing
N64°06'37"W
N41°59'12"W
S64°06'37"E
S31°43'23"E
S70°51'38"E
S30°30'11"W
N36°31'57"W
N38°40'03"W
N64°06'37"W
S77°39'46"W
N83°35'23"W
N51°29'28"W
N28°37'23"W
N78°22'22"W
N43°08'51"W
N28°56'39"E
S55°00'30"E
S36°00'48"E
N30°41'14"E
N70°27'20"WPLPLPLPLPL
PLPLPLPLPL PL83' STORM
EASEMENT
20' LANDSCAPEEASEMENT83' STORM
EASEMENT
EX 20' SANITARYEASEMENTD.B. 3720, PG. 536EX 20' SANITARYEASEMENTD.B. 3720, PG. 53630' SANITARYEASEMENTLIU CO
U
R
T
5
8
'LIU
COURT
58
'
20'20'
LOT 1
0.921 AC
LOT 2
1.556 AC
LOT 3
1.575 AC
LOT 4
3.001 AC
LOT 5
1.337 AC
LOT 6
1.302 AC
LOT 7
0.931 AC
RESERVE A
0.598 AC
20' ST
O
R
M
EASE
M
E
N
T
20'20' SAN
I
T
A
R
Y
E
A
S
E
M
E
N
T20' STORMEASEMENT20' STORMEASEMENTPID: 273-001786-00
GEORGE CRIMSON, LLC
IN. 202402210017392
12.820 ACRES (REC)
12.793 ACRES (MEASURED)
LOT 6
GALWAY ESTATES
SUBDIVISION
P.B. 89, PG. 55 LOT 7
LOT 8
LOT 9
LUTHER MITCHELL'S
SCIOTO SHORES
P.B. 18, PG. 37
LOT 1 SCIOTO RIVERDUBLIN ROAD(VARIABLE WIDTH R/W - PUBLIC)20' LANDSCAPEEASEMENT10'
20'
20'
STORM
EASEMENT
31' FR
O
N
T
SETB
A
C
K
1" iron pipe found
3/4" iron pipe
found
2" iron pipe found
1" iron pipe found
1" iron p
i
p
e
f
o
u
n
d
1" iron pipe found
40' DUB
L
I
N
R
O
A
D
BUILDIN
G
L
I
N
E
SETBAC
K
20'
3
6
'
F
RO
N
T
S
E
T
B
A
C
K
31' FRONT YARD
SETBACK
41' F
R
O
N
T
Y
A
R
D
SETB
A
C
K30' SANITARYEASEMENTSANITA
R
Y
EASEM
E
N
T SANITARYEASEMENT92' FRONT YARDSETBACKFLOOD HAZARD ZONE XZONE XFLOODWAYFLOOD HAZARD ZONE AEN15°33'22"W - 651.19'N83°56'54"E - 592
.
9
5
'S13°14'25"E - 116.39'N75°48'4
1
"
E
-
1
3
1
.
6
2
'S20°11'31"E - 110.70
'
S70
°
2
3
'
1
5
"
E
-
8
2
.
7
7
'
N87°42'49"E - 190.67'S01°42'42"W - 118.79'S06°54'37"W - 343.43'S88°16'20"W - 831.48'S08°41'06"E - 83.09'S15°33'22"E - 167.79
'
S6
0
°
4
3
'
3
3
"
E
32
.
9
6
'
N74°16'
2
7
"
E
-
1
0
6
.
5
8'
C3
S22°29'41"E
-
67
.87
'C4C5
C6C7C8N22°29'41"W
-
67
.87
'
C9
S74°16'
2
7
"
W
-
1
0
6
.
5
8
'S29°16'27"W33.40'297.48'
S74°16'
2
7
"
W
-
1
7
0
.
0
4'
C1
N22°29'41"W
-
67
.87
'C2
N6
1
°
2
8
'
4
4
"
W
54.
6
0
'
152.47'S13°25'56"E - 249.38'
C10
389.84'
S76°33'0
0
"
W
-
2
1
5
.
8
8
'S21°46'09"W - 140.77'C11
S88°09'02"W - 192.68'
N70°
5
8
'
2
4
"
W
-
9
5
.
9
3
'
S64°3
4'
2
0
"
W
-
3
6
7.
5
1'
C
1
2 20.60'98.19'94.11'S88°12'27"W - 158.34'
S50°47'07"
W - 140.90'
S88°12'27"W - 167.57'
C14C13 106.85'S88°12'27"W - 404.04'C1
5
142.46'435.20'
N01°47'33"W
51.68'C16355.09'147.11'
N74°18'
3
4
"
E
-
2
5
8
.
7
9
'
C
1
7150.37'
N74°16'
2
7
"
E
-
1
4
4
.
2
2
'
N03°01'50"E
37.25'N34°17'34"E - 238.35'S34°17'34"W - 238.21'N83°56'54"E - 548
.
9
7
'S11°35'55"E - 394.76'S74°16'
2
7
"
W
-
8
5
.
5
6'N11°35'55"W - 417.11'S03°30'34"E
9.30'
S74°59'2
7
"
W
-
1
9
6
.
6
6
'
N74°59'2
7
"
E
-
1
3
6
.
9
0
'
L
1
L
1
3 S14°56'01"W - 102.70'13.57'4
9
.
4
7
'
N39°41'02"E
20.00'
S
5
0
°
1
8
'
5
8
"
E
-
6
2
.
2
7
'
N88°16'20"E - 378.36'
S76°1
7
'
5
5
"
E
-
2
0
3
.
4
9
'
S76°1
7
'
5
5
"
E
-
1
8
5
.
9
9
'20.14'25.07'29.25'
39.36'31.18'L4L3
40'
40'29'29'29'29'
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29'
50.00'L21" ir
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340.13'311.06'
LOT 5
FLOOD HAZARD ZONE XZONE XFLOODWAYFLOOD HAZARD ZONE AEFLOOD HAZARD ZONE XZONE XFLOODWAYFLOOD HAZARD ZONE AEalong the river bank (per deed)along the river bank (per deed)along the river bank (per deed)PL
S15°33'22"E - 297.48
'2' SHARED USEPATH EASEMENT31.08'
10.11'2' SHARED USEPATH EASEMENT65' FRONT YARDSETBACK36' FRONT YARDSETBACK40' DUBLIN R
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L5L6L7
L8 L9L10L11
L12Line Table
Line #
L1
L2
L3
L4
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L9
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L13
L14
Length
30.49
29.15
20.00
42.71
25.20
20.00
25.02
34.94
20.00
42.28
46.13
20.00
42.30
36.99
Direction
S36° 47' 45"E
N30° 04' 16"E
S59° 55' 44"E
S30° 04' 16"W
S67° 30' 19"W
N22° 29' 41"W
N67° 30' 19"E
S81° 26' 27"E
N08° 33' 33"E
N81° 26' 27"W
N11° 35' 55"W
N15° 43' 33"W
S36° 47' 45"E
N88° 16' 20"E
20.22'
30.42'C18C19C20
L14
36'
31'
1' WALK
EASEMENT
1' WALK
EASEMENT1'1'
LIU COURT
FINAL PLAT
Owner and Developer:
Mr. Jason Liu
10279 Wellington Blvd.
Powell, Ohio 43065
Contact: Jason Liu
Phone: (614) 313-1268
Email: jasonliu1218@yahoo.com
PREPARED BY:
2 of 2
IRON PIN FOUND (SEE NOTES)
1" IRON PIN SET WITH ALUMINUM CAP DESIGNATED
"ASI FIRM 1648" (PERMANENT MARKERS)
MONUMENT & EASEMENT TYPE LEGEND
5/8" IRON PIN SET WITH CAP DESIGNATED "ASI FIRM 1648"
MAG SPIKE SET
MAG NAIL/SPIKE FOUND
0'40'80'
SCALE: 1"=40'
Architect:
Bass Studio Architects
36 King Avenue
Columbus, Ohio 43201
Contact: Timothy A. Bass, AIA, LEED AP
Phone: (614) 294-4893
Email: www.bassstudioarchitects.com
Engineer:
American Structurepoint
2550 Corporate Exchange Dr., Suite 300
Columbus, Ohio 43231
Contact: Benjamin Schilling
Phone: (614) 901-2235
Email: bschilling@structurepoint.com
LINETYPE LEGEND
Plat Boundary
Centerline of Right-of-Way
Property Line
Existing Easement
Right-of-Way (R/W) Line
Building Setback
Platted Easement
ACREAGE SUMMARY
DEDICATED
R/W
LOTS
TOTAL
10.623
12.793
RESERVES 0.598
*0.449 AC IN PRO
(Present Road Occupied)
1.572
NOTE "B"
NOTE "A"NOTE "B"
5200 Emerald Parkway
Dublin, Ohio 43017
Community Planning and Development
Sustainable | Connected | Resilient 614.410.4600
dublinohiousa.gov
RECORD OF ACTION
Planning and Zoning Commission
Thursday, April 17, 2025 | 6:30 p.m.
4. Liu Trail
24-128PP Preliminary Plat
Proposal: Request for review and recommendation of approval for a Preliminary
Plat for 7 single-family lots and a reserve. The 12.78-acre site is
zoned R-1, Restricted Suburban Residential District.
Location: 7192 Dublin Road
Planning Contact: Taylor Mullinax, AICP, Planner I
Contact Information: 614.410.4632, tmullinax@dublin.oh.us
Case Information: www.dublinohiousa.gov/pzc/24-128
MOTION: Mr. Deschler moved, Mr. Alexander seconded to table the application per the applicant’s
request to address the cited Code sections.
VOTE: 6-0
RESULT: The Preliminary Plat was tabled.
RECORDED VOTES:
Rebecca Call Yes
Kim Way Absent
Kathy Harter Yes
Jamey Chinnock Yes
Gary Alexander Yes
Jason Deschler Yes
Dan Garvin Yes
STAFF CERTIFICATION
(Signing for Taylor)
Taylor Mullinax, AICP
Planner I
Docusign Envelope ID: 0C6A57D9-EB01-41B3-9E20-140AEAFE7544
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 19 of 30
The Commission needs to make sure there is proper structure in the site plan to allow that future
development. The City can be patient as it waits on the right development. There are areas of the
City that have been green for many years that are now developing, i.e., the hospital next to Sawmill
Road. In regard to the theme, in her opinion, the last thing we need in this area is more Bridge
Park type of block housing. This is a suburban area; it is primarily residential, trying to transition
gradually between single-family homes inside Dublin to the multi-family homes outside our City
limits. We need to be sensitive to that, but we are not the City of Columbus and do not want to
be. We want to look like Dublin; it doesn’t matter if we are in 43016 or 43017.
She inquired if the applicant needed any additional clarification in the Commission’s feedback.
Mr. Turnock stated that they needed no additional clarification.
• Case #24-128PP - Liu Trail – Preliminary Plat
Request for review and recommendation of approval of a Preliminary Plat for 7 single-family lots
and a reserve. The 12.78-acre site is zoned R-1, Restricted Suburban Residential District, and is
located at 7192 Dublin Road.
Applicant Presentation
Ben Schilling, 122 South Otterbein Avenue, Westerville, stated that the developer is Mr. Jason Liu,
who has been a Dublin resident since 2003, and is the owner and founder of J Liu Restaurant with
both Dublin and Worthington locations. Mr. Liu has been involved with a number of City events.
He has been a sponsor of the Dublin Irish Festival since 2004 and has hosted the lunch following
the St. Patrick’s Day parade since 2005. He is with American Structurepoint, as is Matt Lily and
Landscape Architect Kyle Adams, who are present this evening.
Mr. Schilling stated that 7192 Dublin Road is located just north of I-270 and Emerald Parkway, and
south of Brand Road on the east side. Currently, there is a single-family home on the site and many
mature trees adjacent to the Scioto River. This site is over 12 acres. To the west of the site is
Coventry Woods. In the proposed development, the smallest lot is .92 acres and the average lot is
1.51; the largest lot, the existing residence, is 3.0 acres. He described the site plan. Liu Trail is a
public cul de sac road. There are 7 proposed lots. 79% of the site is greenspace. Their plan
proposes no impact to the floodplain along the Scioto River, even with the stormwater outlet.
There is a City-required left turn only lane onto Dublin Road. They are also proposing a 10-foot
right-of-way dedication along the east side of Dublin Road. Along with the 40-foot setback along
Dublin Road, that totals 50 feet from the east right-of-way line of Dublin Road. They are also
proposing a 20-foot landscape easement along Dublin Road. There is 58-foot right-of-way for Liu
Trail, 24 feet of which is paved, 6-foot sidewalks and 8-foot tree lawn. The stormwater outlet is
along the south side of Lot 5. The existing residence would not be occupied during construction.
Their proposal is aligned with the Envision Dublin Community Plan. The Dublin Road corridor has
a FLU in this area of residential, low density. They are proposing .56 du/acre, consistent with that
land use. Dublin Road is also designated as a river character area and commuter boulevard.
Multiuse paths along both sides of Dublin Road are indicated. There is currently a multiuse path on
the west side of Dublin Road. They are proposing a fee in lieu for the future multiuse path on the
east side. The reason primarily is because the extension of that path along the east side of Dublin
Road probably is several years in the future. It makes the most sense aesthetically to defer that
installation in this location to later when the whole network would be built. A path installed now
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 20 of 30
would deteriorate over time and look much older than future portions of the path. They conducted
a tree survey. Any tree over 6 inches in diameter was evaluated for need for preservation. Of the
216 trees surveyed, 31 were identified to be in poor condition; 17 of those are identified as
preserved. 185 trees were in fair or good condition, and 125 will be preserved. They are looking at
the tree canopy area and the critical root zone. The intent is to preserve any mature trees that
should be kept. There are heavily wooded areas along the Scioto River and denser vegetation on
the north, south and northeast corner of the site. They will try to protect those trees. Street trees
are proposed along Liu Trail and in the landscape buffer along the east side of Dublin Road. They
are proposing a private reserve area (Reserve A), maintained by the HOA, along the Scioto River,
essentially a riverside park for the residents. They are envisioning a gravel path with stone steps,
due to the steep topography, and a landscaped area with a retaining wall and benches.
Staff Presentation
Ms. Mullinax stated that a preliminary plat is required for the subdivision of land including right-of-
way dedication and the recording of easements. Approval is a two-step process where the
Commission makes a recommendation to City Council and City Council provides approval of the
plat. Subsequently, the final plat would follow the same process, before any building permits are
submitted. Ms. Mullinax reviewed the existing site conditions. A private residence currently exists
on the site along Dublin Road. The site is zoned R1, Restricted Suburban Residential, which is a
standard zoning district. The R1 development standards and the Subdivision Regulations apply to
this application. The proposed minimum lot sizes are met, although minor administrative errors
need corrected. To access the subdivision, a new left turn lane on Dublin Road and a new public
street are required. An 11-foot shared use path is required along the east side of Dublin Road. The
applicant is requesting a fee in lieu of constructing the path. Engineering will determine if this
option is acceptable, otherwise, the applicant is required to construct the path. Depending on which
option occurs, an associated easement will be required for the width of that path. Additional minor
adjustments regarding the proposed street name, location of driveways and measurements still
need to be addressed. Water and sanitary sewer utilities are available on site. Water quality control
is provided through a proposed underground detention system that is beneath the cul de sac.
Stormwater quantity control is not required. The applicant is proposing to design lots around the
sanitary sewer. Staff has concerns regarding Lot #2’s limited developable area, once those
easements are shown on the plat. The applicant will need to show driveway locations to
demonstrate that their slopes do not exceed the maximum allowable slope, and house locations
on Lots #2 and #6 will need to be relocated to be out of the sanitary sewer easement. These
issues are reflected in the Conditions of Approval. Required open space is being provided between
Lots #4 and #5 and street trees along Liu Trail and Dublin Road. The applicant has provided a tree
survey and tree preservation plan. The tree replacements are required to be provided within the
landscape easement along Dublin Road. Staff recommends evergreen trees be used to create a
more immediate and effective landscape buffer. The applicant is requesting a tree waiver, which
will be reviewed and approved by City Council. All the preliminary plat criteria are met or met with
conditions, therefore, staff recommends the Commission recommend approval of the Preliminary
Plat to City Council with 13 conditions.
Commission Questions
Mr. Garvin inquired what necessitates the left turn lane – the number of units or the side street?
Ms. Mullinax responded that it is required because it allows traffic to slow, navigate and turn left
safely; it is a safety precaution.
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 21 of 30
Mr. Garvin inquired if there were a second home on the road that would also require a left turn
lane.
Heidi Rose, Engineer, indicated that whenever a private development application is submitted with
a proposed access point, for safety purposes, Transportation & Mobility requires a left turn lane,
regardless of the circumstances.
Mr. Garvin inquired if the fee in lieu request considers the future or current cost of the multiuse
trail.
Ms. Rose responded that those details have not been determined at this point. Typically, it would
consider a future date and the prevailing wage rate. Essentially, whatever it would cost the City to
construct the path would be the fee, which would be established via an agreement with the
applicant.
Mr. Garvin inquired if the stone gatehouse would remain.
Mr. Schilling responded that it would be removed. Initially, they attempted to keep it because it is
a nice feature, but were not permitted to do so.
Mr. Garvin inquired the square footage of the current residence.
Mr. Schilling responded that it is 13,500 SF.
Mr. Garvin inquired the anticipated square footage of the Lot #2 home.
Mr. Schilling responded that it is not yet defined, but a 3,000 SF home would fit on the building
pad.
Mr. Garvin inquired if the existing home would remain significantly larger than the proposed homes.
Mr. Schilling responded affirmatively.
Mr. Garvin inquired which direction the homes on Lots #1 and #7 would front along Dublin Road.
Mr. Schilling responded that there was discussion about their fronting Liu Trail, but it remains a
discussion point.
Mr. Garvin stated that per the staff report, 28% of the existing trees on the site would be removed.
Would all of those be replaced? Does the evergreen buffer count toward that replacement?
Ms. Mullinax stated that the 14 trees within the landscape buffer would count as tree replacements,
and a condition of approval requires additional replacement trees. The applicant is pursuing a tree
waiver. If they were to replace all the inches that are proposed for removal, it would cause tree
overcrowding on site. However, they cannot replace them on the single-family lots, as the future
homeowners potentially could remove the trees, inconsistent with the tree replacement
requirements. The tree waiver would proceed to City Council for consideration.
Mr. Deschler inquired clarification of the PZC’s scope of evaluation with this case. Is the Commission
approving only the lot lines, or the house and driveway locations? He does not see the latter
provided in the materials. He was trying to look for the associated Code sections.
Mr. Boggs responded that this application is simply for the Preliminary Plat review. This is a straight
zoned property, and the Code does not establish specific criteria for the Preliminary Plat.
Ms. Call added that the Commission is providing a recommendation to City Council, which is the
deciding body for platting of property.
Mr. Boggs stated that the Commission is looking at the layout of the streets and lots, not the more
finely grained zoning details that are governed by the Code.
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 22 of 30
Mr. Deschler requested clarification that the Commission is looking only at the street and the lot
lines. He does not want to provide a recommendation to City Council, if he believes he does not
have all the information necessary to make that determination.
Mr. Boggs responded that the question for the Commission is if the plan’s arrangement of streets
and lots is consistent with the Subdivision Regulations.
Mr. Deschler asked if the plan indicates lot lines or proposed locations of the buildings.
Mr. Boggs responded it indicates only the lot lines.
Ms. Call stated that we understand that something will go on the lots. If that something can’t be
constructed according to Code, then that factor needs to be considered for the platting of property.
Mr. Boggs concurred. If the proposal was for a 40-foot lot and the zoning requirement was for a
60-foot frontage, that would be an element to consider with the Preliminary Plat review. This is
unlike a Preliminary Development Plan review of a planned district, where the Commission would
look at setbacks and neighborhood design guidelines to ensure the building pad configuration is
adequate to accommodate outdoor hardscape, etc. That level of fine-grained review does not occur
with a straight zoning district, such as this.
Mr. Deschler stated that if he has questions about the proposed location, he cannot see a proposed
driveway that might indicate that.
Ms. Call stated that it is warranted to ask questions about driveways, because it does affect the
build envelope.
Mr. Deschler stated that they are not shown on the proposed plan.
Mr. Boggs stated that this is the Preliminary Plat. The Final Plat will have more fine-grained details
that would be dictated by the Preliminary Plat.
Ms. Call stated that at the Preliminary Plat review, the Commission could state that with the Final
Plat review, it will be essential to have the driveway orientation and any other details that the
Commission will need for that review.
Mr. Alexander stated that if there is information in this packet that leads a Commissioner not to
support the way in which the site is divided, it can be pointed out. He assumes at this stage we
can evaluate everything provided in the meeting materials and indicate that based on that
information, we can or cannot support this.
Ms. Call stated that the response could be made a condition(s) for Final Plat approval.
Mr. Boggs noted that Code Section 152.021 requires that for disapproval of a Preliminary Plat, the
Commission must specifically cite the Code section or rule that leads to that result.
Mr. Alexander stated that these questions impact whether he can support the way in which the
property is subdivided. He inquired if the barn on the property that is intended to be razed has any
historical significance.
Ms. Mullinax stated that she does not believe so. The intent is that the detached structures and
tennis courts will be demolished. The single-family house will remain.
Mr. Alexander inquired the reason for the large amount of gravel currently on the site.
Jason Liu, 10279 Worthington Boulevard, Powell, stated that the reason he stockpiled gravel
reserves on the site is for another land development project he has south of Bloomfield. Available
gravel for that project is limited. He was hoping the project would start this time of the year. A
truck entering a wet area would tear up the ground, so he took advantage of the winter season
and frozen ground to stockpile the gravel and have it ready for construction.
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 23 of 30
Ms. Rauch stated that City Code Enforcement has received some complaints about the gravel
stockpiles, and they are working through that Code violation process at this point. The gravel is
not permitted on the site, as there is not an active building permit, which would permit the storage
of building materials on the site.
Mr. Alexander inquired how the applicant established the proposed number of homes on the site.
Mr. Liu stated that if he could have done a Bridge Park development, a 5-story condensed
development; that would have been better for him. However, they are attempting to meet the
criteria of the zoning on this land. Originally, they were interested in having a private, gated
community, similar to Deer Run two miles north. City staff indicated that would not be permitted.
They are attempting to maintain the private setting and keep most of the trees on the site.
Mr. Alexander inquired how the proposed plan responds to the existing house and size of the
current parcel.
Mr. Liu stated that for this particular location, a 2,000 SF home would not make sense. He is
interested in having a high-end, minimum of 5,000-6,000 SF house.
Mr. Alexander stated that there is significant manipulation of the contours of this property. Why is
there the need to create walk-out basements in these housing units? They are raising the grade
10 feet in most of the houses. He has looked at the grading plan, the existing grades, and the
existing build pad grades. On Lot #2, there is 10 feet difference between the grade currently at
the front of the house. At the back of the house, the grades drop dramatically. In Lot #3, there is
a 9-foot difference and the difference from the road below and to the right is 14 feet. That is just
the building pad; the first floor will be elevated another 1.5 feet. On Lot #5, they are proposing
to raise the grade 13 feet from what it is currently, and that is to the platform, not the first floor.
When you look at the way the grades change on the site, and the difference from the build pad to
the rear elevation, it is clear the desire is to create walkouts or have full exposure. However, what
they are doing to the site is highly questionable. Why do they need to do that to the natural
contours of the earth just to create walk-out basements?
Mr. Turnock stated that it is due in part to the public road extension; the transition downward is
too quick.
Mr. Alexander stated that there is a 9-foot drop on that driveway to the house. That is what is
created by the new grading plan. From the top of the new driveway to the existing roundabout is
9 feet. If you were not creating walk-out basements, you would not need to bring in all of this fill
onto the property.
Mr. Turnock stated that the creation of the walk-outs is in response to the fact that there is such
severe topography; not the other way around.
Mr. Alexander responded that is not the case. Comparing the current topographic survey and the
distance between the contours on the front of the lot compared to the rear of the lot, the spacing
between the contours is radically different. That suggests that the slope is more gradual in the
front than it is in the back.
Mr. Turnock stated that it is due to the public road extension. With the existing grade, they can’t
extend from the existing road at same that slope. That public road extension is dictating the need
for so much fill on the site. Because there is so much fill, the houses have to be much higher. They
have proposed walk-out basements to break up that elevation.
Mr. Alexander stated that he understands his reasoning. However, what is the reason they are
proposing seven houses on the site? If they had fewer houses, they would need less fill and they
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 24 of 30
could work more with the existing topography of the site. Mr. Alexander stated that the footprint
of the proposed build pad is approximately 3,000 SF; the footprint of the existing house is 13,000
SF. It doesn’t appear that the character of that house has much impact on the proposed
development.
Mr. Turnock responded that his estimate of 3,000 SF was to give an idea of the size house that
could comfortably fit on the build pads. They could be much bigger, and that is the desire.
Mr. Alexander inquired how they determined the siting of house #6.
Mr. Turnock stated that to the right is a sanitary easement; they placed the site up against that.
In addition, staff requested that they increase the buffer between Dublin Road and the proposed
pad as much as possible. Finally, there are some mature trees in that corner that they are
attempting to preserve.
Mr. Alexander inquired if the proposed plan is subject to the Neighborhood Design Guidelines.
Ms. Rauch responded that it has to meet the Residential Appearance Standards; it does not need
to meet the Neighborhood Design Guidelines.
Mr. Alexander inquired if those standards address how homes address the streets, i.e. the setbacks
from the street aligning the home frontages.
Ms. Rauch responded that she believes in the Subdivision Regulations there are requirements about
staggering the setbacks. She would check into that.
Mr. Deschler stated that he has reviewed the Code section Mr. Boggs identified earlier. He indicated
that if the Commission were to disapprove the Preliminary Plat, they would need to identify the
criteria that the proposed plat does not meet.
Mr. Boggs responded affirmatively. For example, one of the criteria is that if it is a subdivision with
more than eight lots, no more than six lots in a row may have the same lot width. If the lots did
not meet that requirement, Section 152.019 (B)(8), that could be cited as the reason for
disapproval.
Ms. Harter inquired how large the private park near the river would be. Could it accommodate a
group?
Mr. Turnock responded that it would be 15-20 feet in diameter, sufficient for a family gathering.
Ms. Harter inquired if the park is closer to the house or the treeline.
Mr. Turnock responded that it is right up against the trees.
Ms. Harter inquired if the intent is that someone will be residing in the existing house. Are any
other uses of the home foreseen?
Mr. Turnock stated that it would remain a private home. It is on its own parcel.
Ms. Harter referred to the tree replacement waiver. She inquired if the tree replacement
requirements could be met by the individual homebuilders with the associated landscaping.
Ms. Mullinax responded that the tree replacement requirements cannot be met by trees planted on
single-family lots, because of the potential for a homeowner to remove the trees. A homeowner
cannot be prevented from removing a tree on their lot.
Ms. Harter inquired if there is potential for replacing the trees in some way, so that a tree
replacement waiver is not needed.
Ms. Mullinax responded that the applicant would need to replace the trees by placing them in the
landscape buffer along Dublin Road; however, it would not be possible for them to replace 1,210
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 25 of 30
inches of tree caliper within that landscape buffer. A waiver is needed to reduce the amount of the
requirement.
Ms. Harter inquired how often the City receives similar tree replacement waivers.
Ms. Rauch responded that it is rare, and there is criteria that Council considers, such as whether
the applicant is demonstrating that they are trying to build on their site and preserve as many trees
as possible. In the last year or two, the City has had one other request. The tree waiver
replacement is strictly Council’s purview, so the Commission does not evaluate the associated
criteria.
Mr. Chinnock stated that this home site is an iconic site and an integral part of that area of Dublin
Road. The site has significant impact on the character of Dublin Road. How does this plan enhance
that area and help the character of Dublin Road by developing the site in this manner?
Mr. Turnock stated that he believes the proposed development is consistent with the rest of the
lots within the area. It stands out, as it is now. The addition of the turn lane will add a safety
feature to that area of Dublin Road.
Mr. Liu stated that there is a beautiful modern home located south of this site and a very traditional,
larger house on the site, so they will be sensitive to the character of the neighboring homes when
the build the house. The intent is to use stone, brick and wood building materials. He is confident
Dublin will be proud of the result.
Ms. Call inquired if the meeting materials delineate the dimensions of the existing home.
Mr. Turnock responded that the dimensions are not shown on the plans.
Mr. Deschler stated that he believes the left turn lane here is not a good idea, as he does not see
the safety aspects of it. There are numerous large subdivisions along Dublin Road where there are
no turn lanes, such as Donegal Cliffs and Woods of Dublin, so why is it required here?
Ms. Rose responded that she would attempt to represent Transportation and Mobility, as no one
from that department was able to attend this evening. She believes that after a fatal accident
occurred at Glick Road, the City has pursued left turn lanes for safety purposes.
Mr. Deschler stated that widening that area and slowing traffic there might make the area less
safe. He stated that he believes this proposal is premature.
Mr. Deschler stated that he does not believe the Commission has sufficient information to be able
to make a recommendation for City Council. The addition of numerous conditions is placing City
Council in a position in which they should not be placed. The Commission should ensure the issues
are settled at this stage before passing it on to Council. If he needs to state, line by line, everything
he believes is not satisfactorily met by the plat, he would attempt to do that. However, based on
Mr. Alexander’s questions and some of the homes being positioned without driveways and
dimensions identified, he believes the Commission would not be exercising due diligence in
recommending a preliminary plat with missing information.
Mr. Alexander inquired if staff dictated to the applicant where the entry point and curbcut to the
development should be.
Ms. Mullinax responded affirmatively.
Mr. Alexander inquired if staff advised the applicant to move it from the current location.
Ms. Mullinax responded that staff had advised the applicant that the existing private drive could
not remain a private drive; it would need to be replaced with a public street. She does not believe
staff provided a specific location for that curbcut. She invited Engineering to respond.
Mr. Rose confirmed Ms. Mullinax’s response.
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 26 of 30
Public Comments
Rochelle Wagner, 7199 Dublin Road, Dublin stated that her property is diagonal to the target site.
Mr. Liu has shared his plan with the neighbors. She would much rather have big houses than 10
smaller homes. She does not believe the neighbors have any objection to the proposed plan. It is
a beautiful property. She is hopeful that as many of the trees be preserved as possible, perhaps
some could be placed near the river. She believes the proposed building materials indicate beautiful
homes will be built.
Douglas Sladoge, 7118 Dublin Road, Dublin stated that his property is adjacent to the south. Mr.
Liu has kept the neighbors informed of his plan. There are a couple of things on which he disagrees
with him, however. As Mr. Alexander pointed out, the elevation of the houses, particularly that on
Lot #5, the one that would be next to his property, suggests it will be a 3-story house. With regard
to the trees, there is a telephone easement on the east side of Dublin Road and an electrical
easement on the west side of Dublin Road. Those prohibit extension of a walking path beyond this
site. He believes a left-turn lane into Mr. Liu’s property is needed, even if there are only seven
homes on the site. During AM and PM peak hours, the traffic becomes quite difficult. He also is
concerned about the 24-inch stormsewer that runs between the south side of Mr. Liu’s property
and the north edge of his property. That will create a significant problem running downhill. Mr. Liu
has committed to working with him on that element. That area sits approximately 60 feet above
the river. Finally, there are two cul de sacs in front of the house, the one in front of the existing
house and the additional cul de sac that would be constructed. That will result in two parking lots
in front of four houses. He believes Liu Trail should be shortened and moved up; that would result
in a better watershed at that point. In summary, he believes there are some of the items that
should be considered for the Final Plat.
Naethan Eagles, 49 Browning Ct., Dublin stated that his property is located north and adjacent to
Lot #2. The meeting documents discuss moving the existing northern stormwater drainage up 30
feet toward the northern property line, which is his property. That entire area floods during heavy
rains, particularly the area of Lot #2.
There were no additional public comments.
Ms. Call requested staff to respond to the north stormsewer drainage issue referenced in the last
public comment.
Josh Reinicke, Engineer, stated that the applicant has indicated a desire to move the existing
stormwater sewer on the north side of the property further north, because it would enable them
to have larger building pads on Lots #1, #2 and #3. That is typically permitted with appropriate
considerations given to impacts to adjacent properties, as well as impacts to the property being
developed.
Ms. Call inquired what evaluation process is followed to ensure that moving the stormwater sewer
would not negatively impact adjacent property owners. At what stage in the process does that
occur?
Mr. Reinicke stated that would be addressed as the plat moves forward. Staff will continue to look
at the grading plan. The applicant will provide engineering calculations that show what the current
volume and impact of stormwater is with the proposed stormwater drainage and impact.
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 27 of 30
Mr. Garvin inquired where the liability lies if there is a mistake in those calculations, and one of
the adjacent properties began to regularly flood as a result of this change. What would the
recourse be?
Mr. Boggs responded that the liability would not lie with the City.
Commission Discussion
Ms. Call stated that the Commission is asked to recommend approval of the Preliminary Plat with
13 conditions as proposed by staff. Commission members have expressed some concerns. She
asked the applicant if they would like the Commission’s deliberations to move forward, or if they
would like to table the application for refinement and future consideration.
The applicant indicated they wished to move forward.
Mr. Garvin stated that Mr. Deschler’s points about missing details on the lots is accurate. It is
difficult for him to look at Lot #2 and envision exactly how that lot fits. While it may meet the
criteria for lot lines, there are concerns about moving the stormwater drainage and the amount of
land fill needed to raise the height of the building sites. The neighbor to the south has mentioned
that he will effectively have a 3-story home next to him. There are rules regarding the size of the
homes. It is difficult to approve the parcels if we don’t know exactly how they will be used. He
acknowledged that may be intended to be a future, Final Plat discussion. He would be inclined to
recommend approval with the conditions as stated, but he would intend to take a much deeper
look at the details in the next phase. He would expect the Commission to be very thorough at that
point, which is where we look at the impact on the neighbors.
Mr. Deschler stated that if it is the City’s determination that the left turn lane is warranted, then
he has no objection. He understands there are obligations either determined by ordinance or the
current City policy. He has no objection to the development of the property. However, currently,
he does not have enough information to be able to make a recommendation to City Council.
Without delineating the specific Code requirements not met, he would point out that the applicant
has not provided the location and approximate dimension of all existing buildings. In addition, there
are lots where there is lack of clarity. For those reasons, he would not vote to recommend approval
of the Preliminary Plat.
Mr. Alexander stated that we have identified language in the Code that would support those
Commissioners who are unable to support approval of the Preliminary Plat. He is not supportive of
the plat, as proposed. He does not agree with the application of planning standards for this site
with an existing home on the site that is nowhere close to those homes across the street, which
do meet the planning standards that we want to apply. If this house did not exist on the site, the
conversation would be very different, although he would still have issues with the topography.
When we compare the building footprint and frontage of the existing home and the footprints and
frontage of the potential homes, the scenario is that of creating a manor house and serf homes.
The estates in Muirfield have addressed the issue correctly, where large houses, such as this, are
set apart by themselves. In Muirfield, the larger estates are on one side of the fairway; the smaller
homes are on the other side. The estates have a separate entry; the parcels are bigger and all the
homes there are similar. He believes the applicant is creating a very awkward condition here by
having one huge house and much smaller homes. It would be better for the site to add one or
two other larger homes more consistent with the existing home. The applicant has also created a
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 28 of 30
problem with the proposed grading. They have indicated a need to build up the site to where the
new road will be. The applicant chose to move the road and place the entry point at the proposed
location. However, if they had left the entry point at its current location, they would not have the
same issue. The proposed grading is insensitive, and the property owners to the north may really
pay a price for what is proposed. There is Code language that clarifies his reasons for not being
supportive of a recommendation of approval.
Ms. Harter stated that this proposal does not provide what the Commission needs to be supportive
of recommending its approval. There are 13 conditions and a tree waiver needed with this proposal.
Very few developments are approved if not meeting the tree replacement requirements. She would
not be supportive of a recommendation for Council approval.
Mr. Chinnock stated that we need to take a look at what is happening further south on Riverside
Drive, where they are taking large home sites like this and re-developing the sites. It has had a
very negative impact on that environment. He does not believe this type of development is
necessary here. If you are familiar with this area, you understand what is going on. These sites
have so much character. This is a very nice piece of property. There are adjacent parcels for which
we do not want to set a precedent to continue in the entire area. That area could not handle it.
We can discuss road improvements, but what is proposed is too much for that area. When we
look at what is right for the space, this isn’t right, in his opinion. He would not be supportive of a
recommendation of approval.
Ms. Call stated that she would echo most of her fellow commissioners’ points. Ms. Harter has
pointed out the tree waiver request. While that is not in the Commission’s purview, we do look at
sites in totality, and that sets the tone. When an application must have 13 conditions to make the
proposal fit, it feels like forcing square pegs in round holes. According to the realtor’s listing, the
existing house on the site is 13,556 SF. The applicant has indicated that 3,000 SF homes could fit
on the proposed building envelopes. City Code 152.018C(2) requires that the dimensions of the
existing buildings must be identified for a Preliminary Plat. The Commission is not opposed to
subdividing. We could look at this Preliminary Plat proposal again, but we will be sensitive to details.
We will want to see the vision for how this property is treated to a more precise degree than what
we can see right now. It is very hard to recommend approval of the plat for a property that has
major existing trees, significant sewer easements in different alignments, some that must be
moved; significant impact to street lanes; waiver requests for multiuse paths. She walks Dublin
Road and it is not very pleasant when you have to cross the street a couple of times to access the
walking path. While we would wish the City were financially able to install the complete trail system,
we achieve that goal by doing sections of it over time. She also is not supportive of recommending
approval of the Preliminary Plat at this time.
Mr. Chinnock stated that for the record, he is not supportive of the subdivision of this property.
She asked the applicant if he would like the Commission to vote or would like to table the
application.
Mr. Boggs pointed out that if there is a vote, the Commission will need to provide Code citations.
Ms. Call stated that the Commission would cite accordingly.
Planning and Zoning Commission
Meeting Minutes – April 17, 2025
Page 29 of 30
Mr. Deschler suggested that clarification be provided to the applicant about the differences, if any,
in tabling and disapproval, including if there is a waiting period to re-apply and if a new application
would engender new fees.
Ms. Rauch stated that if the Preliminary Plat application is not approved, the applicant would need
to re-submit a new Preliminary Plat application. It would be starting over, so there would be new
fees, but there is no wait period to re-submit. If the applicant should choose to table the application,
however, there would be no fee to bring back a revised Preliminary Plat. It would continue to be
an active application with no timeframe for submission of revisions.
Mr. Boggs read aloud the following Code requirement: “The disapproval of a Preliminary Plat by
the Planning and Zoning Commission: If the PZC disapproves such preliminary plat, it shall enter
in its minutes the reason for such disapproval, including citation of a reference to the rule or
regulation violated by such plat. The subdivider may thereafter make such changes as necessary
to conform the plat to the rules and regulations and re-submit the same as revised to the
Commission for approval or disapproval, which revised plat shall processed within the times and in
the manner provided in this section.” That does not reflect a maximum time for the applicant but
a minimum time for the Commission to prepare to have it on its agenda.
Ms. Call repeated the difference between tabling the current application versus receiving a vote for
disapproval and needing to re-submit a new application.
Mr. Liu stated he acquired this property 2.5 years ago. Since then, he has worked with City
engineering to meet the requirements, such as the need to change the name, which in turn was
reversed, and a traffic study. He has worked with Engineering on every detail of the plat. If the
Commission is opposed, he asks that they explain their reasons for denial. Originally, he attempted
to develop the site with the original entrance, as there would be less disturbance to the site,
including stormwater runoff and less impact on the trees on the site. However, City staff directed
otherwise. He wants to be treated similarly to Deer Run, but he feels that he is being discriminated
against. He has spent so much time and resources on this project. He asks that the Commission
consider his record. All the property he touches ends up looking better. Some examples are J.Liu
Dublin, Fox in the Snow and J.Liu Worthington. He extends effort to ensure the buildings are
beautiful. If he builds something, he wants to leave a positive mark on the community. His interest
in naming Liu Trail was to leave his mark on the Dublin community. Since he came to Dublin, he
has always been supportive and a good Dublin citizen. He expects to be treated fairly, as well. He
asks the Commission to reconsider and approve the project so it can move forward.
Mr. Turnock inquired if it is only through a vote that they can learn the citation for disapproval. If
we table the application, could we also hear that reason?
Ms. Call stated that the Commission would cite Code for the reason for disapproval. She would
highly encourage the applicant to provide more detail for the next phase. It is one thing to say
the site can be platted; it is another thing to actually be able to build on the site. Even though this
is the Preliminary Plat phase, the Commission is concerned about the build phase.
Mr. Turnock stated that they have done more than create a Preliminary Plat with this project. They
have completed 80% construction documents, working extensively with the Engineering
Department. They have held grading and stormwater discussions with Engineering staff. The level
of coordination has been extensive, one that he would expect more in the final engineering stage.
In regard to the resident’s question about the stormwater swale on the north side of the property,
as a professional engineer, he can say that they would be improving that situation. The existing
Planning and Zoning Commission
Meeting Minutes — April 17, 2025
Page 30 of 30
swale is shallow; they would improve the situation by deepening it and accommodating the level
of drainage needed. This is just one example of the amount of engineering that has been invested
to date.
Mr. Liu indicated that he would like to table the application with provision of the citations related
to disapproval, so they can be addressed.
Mr. Boggs responded that would have been his recommendation, as well.
Ms. Call provided the following Code citations:
Section 152.018C(2) — requires providing of approximate dimensions of all existing buildings
on the site.
Section 152.019C(3) — asks for the sidelines of all lots to be right angles to straight streets
or radial to curb street lines. With the proposed plat, those are difficult to envision.
Section 152.09C(6) — requires varied setbacks. With the vagueness of building locations,
we cannot see enough detail to see if this plat will work for a future building.
Potentially, Section 152.019C(5) — define corner lots, due to access for maintenance. If driveways
are narrow, they cannot accommodate certain types of vehicles.
Mr. Alexander added:
Section 152.018C(7) — regards the contours and the slopes. Make sure the revised plan
conforms to that Code section.
Section 152.019C(5) — lot width. Be sure that Lot #2 meets that requirement.
Mr. Deschler moved, Mr. Alexander seconded to table the application per the applicant's request
with the provision of the Code sections as cited.
Vote: Ms. Harter, yes; Mr. Chinnock, yes; Ms. Call, yes; Mr. Alexander, yes; Mr. Garvin, yes; Mr.
Deschler, yes.
[Motion carried 6-0.]
COMMUNICATIONS
There were no communications.
ADJOURNMENT
The meeting was adjourned at 10:40 p.m.
\ _erair, br LL Zoning Commission
Quiitty K Buab
Assistant Clerk of Council
Melanie Krook
krookma@gmail.com
4825 Macallan Ct. W
Dublin, Ohio 43017
United States
(734) 476-6670
24-128PP,25-026FP
Public Comment *
To Whom It May Concern,
We respectfully submit our strong opposition to the proposed Liu Court development and urge the
Zoning Commission and City Council to consider the following concerns. While we support thoughtful
and context-sensitive development in Dublin, this proposal appears to prioritize developer profit over
community character, environmental preservation, and public safety.
1. Landscape Preservation
The discrepancy in tree counts between the April 17, 2025 Planning and Zoning Commission meeting
(216 trees surveyed, 125 to be preserved) and the current application (169 trees, 65 to be removed)
raises serious questions. Mature trees are a defining feature of the Dublin corridor and essential to
maintaining the River Corridor Character, which emphasizes “dense tree cover.” A tree waiver should
not be granted, and the current plan undermines the aesthetic and environmental integrity of the area.
Additionally, the property’s natural topography and elevation changes contribute significantly to its
character and ecological value. Any development should be designed to preserve the existing terrain
and integrate homes in a way that respects these natural features while meeting all zoning and safety
requirements. Excessive grading or the importation of fill dirt to accommodate larger or elevated home
designs would disrupt the landscape and diminish the visual and environmental appeal of the corridor.
2. Lot Size Inequity
The proposed lot sizes vary dramatically—from 0.921 to 3.001 acres—creating an imbalanced
neighborhood layout. Additionally, the retention of the existing 13,500 sq ft home on Lot 3 (as
discussed in the April 17 meeting) would starkly contrast with the scale of homes on smaller lots,
disrupting visual harmony. To preserve neighborhood equity and character, we recommend reducing
the number of lots to no more than five, ideally three to four.
3. Traffic and Safety
The proposed development would exacerbate traffic on Dublin Road, particularly near Emerald
Parkway—a major intersection with limited visibility due to elevation changes. Furthermore, with
ongoing redistricting discussions, there is a strong likelihood that Map 3 will redefine school
boundaries, resulting in a substantial increase in traffic along Dublin Road—especially between Emerald
Parkway and Brand Road—as northern neighborhoods begin commuting to Scioto High School. This
shift would introduce a higher volume of teen drivers and school buses to an already busy corridor,
amplifying existing safety concerns.
These risks are especially pronounced given the property's close proximity to the Emerald Parkway
intersection, which already experiences significant traffic flow and visibility challenges. Additionally,
the entrance to 7192 Dublin Road sits on a slight incline, further compromising visibility for vehicles
approaching from both the north and south. This combination of increased traffic, limited sightlines,
and proximity to a major intersection presents a serious safety hazard that must be carefully
considered. If development proceeds, both left and right turn lanes should be incorporated into the
property design, which would necessitate a revised layout.
4. Inappropriate Comparison to Deer Run
The comparison that had been previously made to the Deer Run neighborhood is misleading. Deer Run
(Subarea B) spans 15.6 acres with only five lots and includes substantial no-disturb zones. Liu Court, at
12.79 acres with seven proposed homes, lacks similar preservation measures. Moreover, Deer Run is
not adjacent to a major intersection, unlike Liu Court. Given current market conditions and the slow
development of Deer Run (application submitted in 2016 and appears to not be fully developed), there
is concern Liu Court may result in vacant lots or homes, detracting from the corridor’s appeal.
5. Lot Configuration Challenges
The proposed lot configurations appear forced and impractical. For example, Lot 2’s buildable area is
severely constrained by storm and sanitary easements and setback requirements, pushing development
into close proximity with Lot 1. Lots 1 and 7 also become disproportionately small when accounting for
easements, further indicating the site is unsuitable for a dense subdivision.
6. Shared Use Path Concerns
The proposed 2’ shared use path easement is insufficient. Dublin’s standards, based on ODOT’s
Multimodal Design Guide, require a minimum width of 11 feet to ensure safe use by families and
children. The current proposal does not meet these standards and fails to account for the area’s
topography, tree density, and proximity to the Scioto River.
7. Driveway Placement
Driveways for Lots 1 and 7 are shown, but others are not. The proximity of driveways, particularly
between Lots 1 and 2, could create congestion and safety issues. A comprehensive driveway plan
should be provided to assess feasibility and impact.
8. Future Land Use Compliance
The Envision Dublin Community Plan designates this area as Residential Low Density, with expectations
of 1–2 story, single-family homes integrated into the natural setting. The proposed density of 0.56
du/acre may technically meet the minimum threshold, but it does so marginally and fails to reflect the
spirit and intent of the Envision Dublin Community Plan. New development along Dublin Road is
expected to have modest setbacks ranging from 60 to 100 feet--while this proposal fits within these
criteria, it is on the minimum edge. Additionally, assurances are needed that no three -story homes will
be built, as previously discussed. The Residential Low Density designation explicitly calls for homes to
be 1 to 2 stories, with a single-family scale and appearance, integrated into the natural setting. This
further supports our concern that the proposed scale of development is incompatible with the
character and capacity of the site.
We urge the Zoning Commission and City Council to reflect on these concerns and the long -term
impact this development may have on the character, safety, and cohesion of our community.
To whom it may concern,
After reviewing the minutes from the commission’s meeting on April 17, we continue to
believe that the submission for Liu Court should be rejected. We feel that the proposed
subdivision does not align with the community plan and that the committee should disapprove
the preliminary plat based on §152.015(B). Specifically, we feel there is evidence that the
developer did not familiarize himself with the comprehensive plan or zoning ordinance before
submitting/developing the preliminary plat.
On several occasions the developer has demonstrated that they are unfamiliar with city
ordinance including the accumulation of building materials on site prior to commission
approval, the initial refusal to remove building materials after notification of violation (eventually
requiring involvement of city attorney), as well as the current submission of a final plat without
a preliminary plat being approved by the commission (§152.085(B), §152.089(B)).
In addition, the proposed plat only feigns alignment with the city’s comprehensive plan
and, in reality, is completely misaligned with the city’s long term development goals as outlined
in Envision Dublin.
• Instead of “exemplary fiscal stewardship” the plan requires modification of Dublin Road
which was just recently improved.
• Instead of “maintaining neighborhood character” the plan proposes the destruction of an
iconic river property less than a mile from historic Dublin.
• Instead of building homes which “compliment existing homes” the proposed structures are
smaller in scale to the primary property creating a manor/serf layout.
• Instead of “gently and appropriately increasing density” the plan requests an immediate
700% increase in housing density.
• Instead of “exploring ADUs”, this plan recommends the destruction of all potential ADU’s on
site.
• Instead of “enhancing walkability and bikability” the developer requested a fee-in-lieu of a
walking path
• Instead of creating “shared public space” the developer states use of the shared space is
contingent on other factors (see submitted comments from previous meeting)
• Instead of mitigating “detrimental impacts on ecosystems”, “protecting natural resources”,
and “limiting the environmental footprint” the revised plat appears to destroy even more
landmark and canopy trees than the original submission
• Instead of “proactively maintaining the integrity and capacity” of the natural watershed, the
existing ditch is artificially moved 30 feet towards multiple neighboring properties.
• Instead of maintaining “river character” along Dublin Road, existing stone walls, natural
features, and topography are all altered.
We request that the committee protect the character of our existing neighborhood by
rejecting this poorly conceived project for the reasons listed above. It seems to us that the only
thing “Distinctively Dublin” about the plan is the location of the lot itself, and we believe this
demonstrates that the developer was not adequately familiarized prior to submitting the
preliminary plat.
Respectfully,
Zack and Rachel Olson
19 Browning Court
Name * Milissa Weiss
Email * mwojta1930@gmail.com
Address
*
7301 Loch Dunne Place
Dubin, Ohio 43016
United States
Phone
Number
(614) 581-1510
Case
Number
or
Name *
25-079FDP, 25-081FP
Public Comment *
Do we really need yet another neighborhood built on what little land is left on this side of the bridge?
Traffic was already a nightmare on Sawmill Road before the hospital was built/opened; now, it's
absolutely horrific, with wait times getting to/from 270 of up to 20 minutes from Hard Road. Sawmill
Road is simply not big enough to handle the increased traffic. Plus, this means that we'll enjoy even
more traffic noise in our surrounding neighborhoods, and more large/loud construction trucks flying
up/down Hard Road at all hours of the day. With Bright Road being a dead-end, the next several years
will be a disaster for current residents. Please leave what little land we have open, alone. Not that you
probably care, but the wildlife around our neighborhoods will be impacted as well. The deer, coyotes,
foxes, etc. already have very little land left to roam/forage. Where will they go? I realize my opinion
won't impact the final decision, but when is enough, enough?
Dear Tammy
This is Michelle Mundy. I am the current President of the Coventry Woods HOA.
I was able to attend the April meeting where the project for Lui Court was tabled.
I am unable to attend this week's meeting and I do have a question and concern on this project
that has been raised by our residents. I have read all the documents and cannot see a place to
find the answer to the question/concern. The question/concern is with the placement of the curb
cut for the new road, Lui Court, and the associated left turn lane.
The question is to find out for the placement of the left turn lane, has consideration been given to
how Dublin Rd undulates in this section, the current placement of the the two driveways to the
west, the current placement of the driveway to the south, the proximity of the intersection of
Chaddington Dr. and Browning Ct with Dublin Rd and the proximity to the round-a-bout at
Dublin Rd. and Brand Rd.
The residents are concerned about back-ups on south bound Dublin adding to the degree of
difficulty to execute turns from Chaddington Dr. and Browning Ct. on to Dublin and minimizing
the visibility looking south from Chandding Dr. and Browning Ct. as one negotiates turns onto
Dublin Rd.
Thank you for your review and consideration of this question/concern
Michelle Mundy
President Coventry Woods HOA