Resolution 24-23RECORD OF RESOLUTIONS
GOVERNMEN TFORMS.& SUPPLIES 844.224.3338 FORM-NO-30045
Resolution No. 24-23 Passed , 20
ACCEPTING THE LOWEST AND BEST BID FOR THE
VARIOUS STORMWATER IMPROVEMENTS PROGRAM, 19-028.2-CIP
WHEREAS, formal advertising and competitive bidding procedures have been
conducted, pursuant to Section 8.04 of the Revised Dublin Charter and
Chapter 37 of the Dublin Code, for the Various Stormwater Improvements
Program; and
WHEREAS, Council has determined that the bid submitted by Strawser
Paving Company, Inc. on February 15, 2023 constitutes the lowest and best
bid.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Dublin,
Delaware, Franklin and Union Counties, State of Ohio, "l__ of its elected
members concurring, that:
Section 1. The bid submitted by Strawser Paving Company, Inc. in the total
amount of $133,690.00 is hereby accepted.
Section 2. The City Manager is hereby authorized to enter into contracts
with Strawser Paving Company, Inc. for the performance and completion of
the Various Stormwater Improvements Program pursuant to the
Advertisement, Proposal and Contract Documents for said work on file in the
office of the City Engineer.
Section 3. This Council further hereby authorizes and directs the City
Manager, the Director of Law, the Director of Finance, the Clerk of Council, or
other appropriate officers of the City to prepare and sign all other agreements
and instruments and to take any other actions as may be necessary to
implement this Resolution and complete the work for this Program.
Section 4. This Resolution shall take effect upon passage in accordance with
Section 4.04(a) of the Revised Dublin Charter.
Passed this 27" day of March, 2023.
on Doo
Mayor - Rresiding Officer
ATTEST: CNrafe (dus
Clery of Coun
To: Members of Dublin City Council
From: Megan D. O’Callaghan, P.E., City Manager
Date: March 21, 2023
Initiated By: Robert E. Ranc, Jr., Deputy City Manager
Paul A. Hammersmith, P.E., Director of Engineering/City Engineer
Brian D. Gable, P.E., Deputy Director of Engineering – Design & Construction
Mason Hughes, Civil Engineer I
Re: Resolution 24-23 – Accepting the Lowest and Best Bid for the Various
Stormwater Improvements Program, 19-028.2-CIP
Summary
On February 15, 2023, three (3) bids were received and publicly opened for the Various Stormwater
Improvements Program which will construct drainage improvements through the addition of storm
conduit and a drainage structure along the west side of Riverside Drive near 6365 Riverside Drive and
storm conduit and three drainage structures on City property, behind 5275 and 5733 Stockton Way.
Please see the attached exhibits for the specific project locations. For Council’s reference, a copy of
the construction documents for this Program can be provided upon request.
This specific work for the Program began in 2020 and was delayed due to the acquisition of necessary
construction easements. These easements have since been acquired. Staff attempted to perform the
Stockton Way portion of the Program through quotes since the cost estimate for that work was under
$75,000. Several area contractors were contacted in 2022 for quotes. However, only one quote was
received and staff found that it deviated too greatly from the engineer’s estimate and as a result did
not award the work.
The budgeted funds for the Program in the 2022-2026 Capital Improvements Program (CIP) are
$300,000.00 for Various Stormwater Improvements (EF200). Funding for the Program is being re-
appropriated in 2023 through the adoption of Ordinance 10-23 on March 27, 2023. The Engineer’s
Estimate for the Program is $174,255.00
Strawser Paving Company, Inc. submitted the lowest and best bid of $133,690.00. Staff has reviewed
all bids and a summary of the bids received is listed below.
Presently, the work for this Program is expected to commence in April or May 2023 and completed by
the end of July 2023. The typical and customary communication methods will be used to convey
Office of the City Manager
5555 Perimeter Drive • Dublin, OH 43017-1090
Phone: 614-410-4400 • Fax: 614-410-4490
Bidder Bid as Read Bid as Read Corrected Bid % Over (+) or Under (-)
Engineer’s Estimate
Strawser Paving Company, Inc. $133,690.00 -23.3% N/A
Boss Excavating and Grading,
Inc. $180,000.00 +3.3% N/A
Danbert, Inc. $197,343.82 +13.3% N/A
Memo
Resolution 24-23 – Accepting the Lowest and Best Bid for the Various Stormwater Improvements
Program, 19-028.2-CIP
March 21, 2023
Page 2 of 2
construction information to the residents and impacted property owners throughout the duration of
this work.
Recommendation
Staff has thoroughly reviewed the bid submitted by Strawser Paving Company, Inc. and determined it
to be a complete, accurate and acceptable cost to perform the specified work for this Program.
Previous experience with Strawser Paving Company, Inc. has been favorable including these recent
projects: 2022 Street Maintenance Program Phase 1, 2022 Sidewalk Program, Bright Road Watermain
Installation. Staff is confident Strawser Paving Company, Inc. will perform well on this Program as
they have in the past.
Staff recommends Council approval of Resolution 24-23 accepting as lowest and best the bid of
Strawser Paving Company, Inc. in the amount of $133,690.00 and authorizing the City Manager to
enter into a contract with the Strawser Paving Company, Inc. for this Program.
Allocation for Various Stormwater Improvements – Riverside Drive
Allocation for Various Stormwater Improvements – Stockton Way
I-270I-270 SR-33SR-161AVERYRD SHIER-RINGS RDEMERA
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Y BRAND RDCOFFMAN RDTARA HILLDR1DUBLIN RD DUBLIN RD2LOCATION MAPSCALE: 1"=2000'AS SHOWNCITY OF DUBLIN, OHIOSTORMWATER IMPROVEMENT PROGRAMPROJECT NO. 19-028.2-CIPSIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSES AND GENERALLOCATION OF THE PROJECT AND DOES NOT CONSTITUTE ASSURANCE TO OPERATE AS INTENDED. ALLTECHNICAL DETAILS REMAIN THE RESPONSIBILITY OF THE PROFESSIONAL CIVIL ENGINEER PREPARINGTHE PLANS.APPROVED:CITY ENGINEER, CITY OF DUBLIN, OHIODATEPAUL A. HAMMERSMITH, P.E.APPROVALSOWNER / DEVELOPERCITY OF DUBLINENGINEERING DIVISION6555 SHIER RINGS ROADDUBLIN, OH 43016Ph: 614.410.4740Fax: 614.410.4699SITE ENGINEERTHE KLEINGERS GROUP350 WORTHINGTON ROAD, STE BWESTERVILLE, OH 43082Ph: 614.882.4311Fax: 614.882.4479MASON MALCOM, P.E.REGISTERED PROFESSIONAL ENGINEER No.81272BASIS OF BEARINGSBEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, OHIO SOUTH ZONE (NAD83-NSRS 2007)AS DETERMINED BY A VRS-GPS SURVEY UTILIZING CORS STATION "COLB". THE PROJECT COORDINATESARE BASED ON STATE PLANE COORDINATES AND HAVE BEEN SCALED TO GROUND BY USING A PROJECTADJUSTMENT FACTOR OF 1.0000173928 APPLIED AT BASE POINT N 773,000.00 E 1,796,000.00. GRID ANDGROUND COORDINATES ARE IDENTICAL AT THE BASE POINT.STANDARD CONSTRUCTION DRAWINGSDWG. NO.ITEMDATECOLUMBUSAA-S119 MANHOLE STEP8/8/14AA-S125A STANDARD CURB AND GUTTER INLET8/8/14AA-S128CAST IRON FRAME AND GRATE FOR CURB & GUTTER INLET (HEAVYDUTY)8/8/14AA-S133ASTANDARD CATCH BASIN (21" DIAMETER AND SMALLER PIPE)8/8/14AA-S133BSTANDARD CATCH BASIN (24" TO 42" PIPE)8/8/14AA-S139 LIGHT DUTY GRATE AND ANGLE FRAME FOR STANDARD CATCH BASIN 12/6/13AA-S149 TYPE I BEDDING FOR FLEXIBLE SEWER PIPE 6" - 60" DIAMETER10/15/14AA-S150 TRENCH INSTALLATION WITH MAXIMUM WIDTH SPECIFIED7/9/12AA-S151 TYPE I BEDDING FOR RIGID SEWER PIPE 6" TO 108" DIAMETER7/9/12AA-S154 STONE FOUNDATION FOR 6" TO 108" DIAMETER PIPE7/9/12AA-S169 PRECAST PIPE ENDWALLS 8" TO 60" DIAMETER12/6/131441 PAVEMENT & UTILITY CUT REPAIR STANDARDS4/22/19DUBLINMD-05 RESIDENTIAL ROOF DRAIN CONNECTION9/16/2014RD-02 COMBINATION CONCRETE CURB AND GUTTER5/1/2014RD-05 CONCRETE SIDEWALK AND SHARED USE PATH5/1/2014RD-06 SHARED-USE PATH: STANDARD AND HEAVY DUTY1/1/2020RD-07 RESIDENTIAL AND COMMERCIAL DRIVEWAYS5/1/2014RD-11 STRAIGHT 18" CONCRETE CURB1/1/2020SA-04 CONCRETE COLLAR FOR MANHOLES IN PAVEMENT5/1/2014ST-01 STONE VENEER AND WALL CAP FOR HEADWALLS1/1/2020ST-04 DRAINS TO RIVER CURB INLET5/1/2014ST-06 STORM SEWER WITH "O" RING RUBBER GASKET JOINTS1/1/2020REVISIONSNO.DESCRIPTIONAPPROVAL/DATE040001000 20001/12TITLE SHEETLEGEND:CITY OF COLUMBUSCORPORATION LIMITSCITY OF DUBLINCORPORATION LIMITSWASHINGTON TOWNSHIPCORPORATION LIMITSSOURCE BMTHE GPS CONTINUOUSLY OPERATINGREFERENCE SYSTEM "COLB". THE CORS STATION"COLB" IS LOCATED AT: 39° 57' 35.11255" (N) AND83° 02' 44.74694" (W).ELEVATION = 722.39 (NAVD88)SITE LOCATION LEGENDRIVERSIDE DRIVEBM #1 - X-CUT ON CORNER OF CATCHBASIN RIM, ELEV=788.36'STOCKTON WAYBM #4 - BOX-CUT ON W EDGE OFSANITARY MANHOLE, ELEV=931.69'12190284.00012/05/2022SHEET NO.SHEET NAME:NO.DATEDESCRIPTIONI N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E S
SCALE:PROJECT NO:DATE:SEAL:CITY OF DUBLINSTORMWATERIMPROVEMENTPROGRAMPROJECT NO. 19-028.2-CIPKLEINGERSGROUPTHEwww.kleingers.comCIVIL ENGINEERINGSURVEYINGLANDSCAPEARCHITECTUREWesterville, OH 43082614.882.4311Suite B350 Worthington RdE-81272MALCOMPROFESSIONALENGINEERRD
EEREGIST ST
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EOFIOHOMASONSHEET INDEXTITLE SHEET1GENERAL NOTESGENERAL SUMMARYMAINTENANCE OF TRAFFIC NOTES2346789101112EROSION CONTROL NOTESEROSION CONTROL NOTES & DETAILSRIVERSIDE DRIVE UTILITY PLANRIVERSIDE DRIVE EROSION CONTROL PLANSTOCKTON WAY DEMOLITION PLANSTOCKTON WAY UTILITY PLANSTOCKTON WAY EROSION CONTROL PLANMAINTENANCE OF TRAFFIC PLAN512/06/2022
GENERAL NOTES (95-011)
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. THE CONTRACTOR SHALL NOTIFY THE
CITY OF DUBLIN DIVISION OF ENGINEERING IN WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
4. 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.
5. 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.
6. 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.
7. 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.
8. NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR HIGHWAYS WITHOUT THE WRITTEN
PERMISSION OF THE CITY ENGINEER.
9. 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 III 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:SEND A COPY OF THE TRANSMITTAL LETTER TO:
CONSTRUCTION INSPECTION DIVISION DIVISION OF ENGINEERING
CITY OF COLUMBUS CITY OF DUBLIN
1800 EAST 17TH AVENUE 6555 SHIER RINGS ROAD
COLUMBUS, OHIO 43219 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 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 III)
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:
AMERICAN ELECTRIC POWER AT&T COLUMBIA GAS SPECTRUM
850 TECHCENTER DR.111 N 4TH STREET 1600 DUBLIN ROAD 1266 DUBLIN ROAD
GAHANNA, OH 43230 COLUMBUS, OH 43215 COLUMBUS, OH 43215 COLUMBUS, OH 43215
(614) 883-6817 (614) 223-5780 (614) 481-1000 (614) 664-9103
CENTURY LINK WIDE OPEN WEST OHIO EDISON DUBLINK
4650 LAKEHURST CT #100 3675 CORPORATE DR. 155 E BROAD ST 1600 WALCUTT RD
DUBLIN, OH 43016 COLUMBUS, OH 43231 COLUMBUS, OH 43215 COLUMBUS, OH 43228
(800) 366-8201 (614) 948-4600 (800) 633-4766 (614) 921-8620
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.
2. 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.
3. 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.
4. WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE CITY ENGINEER.
5. 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.
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 636, TYPE III 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 AND ENDWALLS 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 AND/OR ENDWALLS 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 INCLUDE ENGRAVED LETTERING: “DUMP NO WASTE;
DRAINS TO RIVER.”
7. 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.
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.
WORK LIMITS
THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. PROVIDE THE INSTALLATION AND OPERATION
OF ALL WORK ZONE TRAFFIC CONTROL AND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER INSIDE
OR OUTSIDE THESE WORK LIMITS.
WORKING HOURS
THE CONTRACTOR IS PERMITTED TO WORK BETWEEN 7:00 AM AND 7:00 PM, MONDAY THROUGH SATURDAY. ANY WORK WHICH
REQUIRES A LANE RESTRICTION WILL BE IN ACCORDANCE WITH ITEM 614 - MAINTENANCE OF TRAFFIC, AS PER PLAN. PERMISSION TO
WORK ON SUNDAYS AND HOLIDAYS MUST BE REQUESTED IN WRITING AND APPROVED BY THE CITY ENGINEER.
CONSTRUCTION NOISE
THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TO ELIMINATE ALL UNNECESSARY NOISE, DUST, AND
ODORS. THE USE OF OIL OR OTHER MATERIALS FOR DUST CONTROL, WHICH MAY CAUSE TRACKING, IS PROHIBITED.
2/12
GENERAL NOTES
NOT TO SCALE
1" IRON PIPE FOUND
5/8" IRON PIN FOUND
5/8" CAPPED IRON PIN SET
HARDWOOD TREE
GROUND LIGHT
GUARD POST (PIPE BOLLARD)
UTILITY POLE
UNDERGROUND ELECTRIC
SIGN
FENCE
GUY WIRE
LIGHT POLE
OVERHEAD ELECTRIC
UE
E
TRANSFORMERTF
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
UT
T
ELECTRIC BOXE
X
FLAG POLE
GP
FP
CONTOUR LINES801
805
CONCRETE
GRAVEL
BENCHMARK
HVAC UNITAC
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
T
T
TRAFFIC SIGNAL POLETRP
FIRE HYDRANT
STORM SEWER
SANITARY SEWER
WATER MAIN
GAS MAIN
MANHOLE
CATCH BASIN
WATER METER
WATER VALVE
G
W
W
IRRIGATION CONTROL VALVE
WM
YARD DRAIN
DOWN SPOUTDS
YD
CLEAN OUT
GAS VALVE
UNDERGROUND CABLE TVUCATV
G
INLET
TRAFFIC CONTROL CABINETTR
NAIL FOUND
NAIL SET
ASPHALT
LANDSCAPE AREA
BRICK / PAVER
RR SPIKE SET
190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEEREGISTSTATEOF
I
O
HO
MASON
3/12
GENERAL
SUMMARY
NOT TO SCALE
GENERAL SUMMARY - RIVERSIDE DRIVE
190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEEREGISTSTATEOF
I
O
HO
MASON
GENERAL SUMMARY - STOCKTON WAY
ITEM DESCRIPTION QUANTITY UNIT
ROADWAY
201 CLEARING AND GRUBBING 1 LUMP
202 ASPHALT PAVEMENT REMOVED 29 SY
202 CONCRETE PAVEMENT REMOVED 30 SY
203 EMBANKMENT 7 CY
203 EXCAVATION 2 CY
204 SUBGRADE COMPACTION AND PROOF ROLLING 59 SY
301 ASPHALT CONCRETE BASE, PG64-22 7 CY
304 AGGREGATE BASE 10 CY
407 NTSS-1HM TRACKLESS TACK COAT 4 GAL
442 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448)2 CY
442 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448)2 CY
452 8" NONREINFORCED CONCRETE PAVEMENT 30 SY
609 CURB, STRAIGHT 18"50 LF
609 GRANITE CURB 58 LF
EROSION CONTROL
207 STRAW WATTLE 150 LF
207 DANDY CURB INLET PROTECTION 1 EA
653 4" TOPSOIL FURNISHED AND PLACED, AS PER PLAN 6 CY
659 SEEDING AND MULCHING, AS PER PLAN 63 SY
UTILTIES
604 INLET (AA-S125A)1 EA
901 12" STORM SEWER ADS HP STORM, WITH TYPE 1 BEDDING, 912 BACKFILL 57 LF
MISCELLANEOUS
614 MAINTAINING TRAFFIC, AS PER PLAN 1 LUMP
623 CONSTRUCTION LAYOUT STAKES 1 LUMP
624 MOBILIZATION 1 LUMP
SPEC PROOF SURVEY 1 LUMP
ITEM DESCRIPTION
QUANTITY UNIT
ROADWAY
201 CLEARING AND GRUBBING 1 LUMP
202 ASPHALT PAVEMENT REMOVED 46 SY
202 REMOVE EXISTING LANDSCAPING 6 SY
203 EMBANKMENT 1 CY
203 EXCAVATION 10 CY
204 SUBGRADE COMPACTION AND PROOF ROLLING 46 SY
301 ASPHALT CONCRETE BASE, PG64-22 4 CY
304 AGGREGATE BASE 8 CY
441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448), PG64-22 2 CY
655 TREE PROTECTION DURING CONSTRUCTION 1 LUMP
SPEC REPLACE LANDSCAPE WITH LIKE MATERIAL AND PLANTINGS 1 EA
EROSION CONTROL
207 DANDY BAG INLET PROTECTION 4 EA
653 4" TOPSOIL FURNISHED AND PLACED, AS PER PLAN 24 CY
659 SEEDING AND MULCHING, AS PER PLAN 286 SY
UTILITIES
604 CATCH BASIN (AA-S133A)3 EA
901 12" STORM SEWER ADS HP STORM, WITH TYPE 1 BEDDING, 911 BACKFILL 139 LF
MISCELLANEOUS
623 CONSTRUCTION LAYOUT STAKES 1 LUMP
624 MOBILIZATION 1 LUMP
SPEC PROOF SURVEY 1 LUMP
NOT TO SCALE
ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN
ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE
CONTRACTOR IN ACCORDANCE WITH THE "OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (CURRENT
EDITION), COPIES OF WHICH ARE AVAILABLE FROM THE OHIO DEPARTMENT OF TRANSPORTATION, OFFICE OF
TRAFFIC ENGINEERING, 1980 WEST BROAD STREET, COLUMBUS, OHIO 43223.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALL
PERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION. PERMANENT
TRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BE
REPLACED IMMEDIATELY. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING, DAMAGED AND
IMPROPERLY PLACED TRAFFIC CONTROL DEVICES.
THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR MAINTENANCE OF
TRAFFIC FOR THE DURATION OF THE PROJECT.
CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE IN
PLACE AND APPROVED BY THE ENGINEER AND THE CITY.
MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS, SIGNS, BARRICADES, SIGN BOARDS,
DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
STEADY-BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND SIMILAR TRAFFIC
CONTROL DEVICES IN USE AT NIGHT.
ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND NON-WORKING
HOURS.
DROP OFF WITHIN THE WORK ZONE SHALL CONFORM TO THE REQUIREMENTS SET FORTH ON ODOT
STANDARD CONSTRUCTION DRAWING MT-101.90
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.
LENGTH AND DURATION OF LANE CLOSURES AND RESTRICTIONS SHALL BE AT THE APPROVAL OF THE
ENGINEER. IT IS THE INTENT TO MINIMIZE THE IMPACT TO THE TRAVELING PUBLIC. LANE CLOSURES OR
RESTRICTIONS OVER SEGMENTS OF THE PROJECT IN WHICH NO WORK IS ANTICIPATED WITHIN A REASONABLE
TIME FRAME, AS DETERMINED BY THE ENGINEER, SHALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OF
MAINTENANCE OF TRAFFIC DEVICES SHALL BE COMMENSURATE WITH THE WORK IN PROGRESS.
PAYMENT
ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH ODOT C&MS 614 AND OTHER
APPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES. PAYMENT FOR ALL MAINTENANCE OF TRAFFIC ITEMS, INCLUDING THE FURNISHING,
INSTALLATION AND MAINTENANCE OF BUT NOT LIMITED TO: ALTERNATE ROUTE SIGNAGE, FLASHING ARROWS
PANELS, SIGNS, SIGN SUPPORTS, FLAGS, FLAGGERS, BARRICADES, NOTICE OF CLOSURE SIGNS, PORTABLE
CONCRETE BARRIER, DRUMS, CONES CONSTRUCTION FENCING, TEMPORARY PAVEMENT MARKINGS, TRAFFIC
COMPACTED SURFACE, MATERIALS AND LABOR FOR MAINTAINING ACCESS TO DRIVEWAYS, PROPERTY
OWNER NOTIFICATION/ COORDINATION AND DEVELOPMENT OF THE OPERATIONS SCHEDULE SHALL BE AT THE
LUMP SUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN, WHICH SHALL INCLUDE ALL LABOR
MATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THE WORK AS DETAILED IN THE PLANS. UNLESS
SEPARATELY ITEMIZED IN THE PLANS, NO SEPARATE PAYMENT SHALL BE MADE.
CONSTRUCTION INITIATION
THE CONTRACTOR WILL NOTIFY THE CITY OF DUBLIN 3 DAYS PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES. THE CONTRACTOR WILL IMMEDIATELY INFORM THE CITY OF DUBLIN OF ANY AND ALL DELAYS
AND/OR CHANGES REGARDING THE CONSTRUCTION PROJECT. THE CITY ENGINEER WILL PROVIDE
CLARIFICATION FOR ANY QUESTIONS ABOUT THE NOTIFICATION REQUIREMENT.
DRUM AND REQUIREMENTS
IN ADDITION TO THE REQUIREMENTS OF THE PLANS, SPECIFICATION AND PROPOSAL, DRUMS FURNISHED BY
THE CONTRACTOR SHALL BE IN GOOD CONDITION AND MEET RETROREFLECTIVITY STANDARDS. PAYMENT FOR
DRUMS SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR MAINTAINING TRAFFIC UNLESS SEPARATELY
ITEMIZED.
SIGNS, BARRICADES AND VERTICAL PANELS
ALL CONSTRUCTION SIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS SHALL CONFORM TO OMUTCD AND
THE LATEST REVISION OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. ALL
CONSTRUCTION SIGNAGE SHALL BE INSTALLED AND COVERED BEFORE CONSTRUCTION BEGINS. AFTER
CONSTRUCTION SIGN INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER THREE WORKING DAYS
BEFORE WORK BEGINS AND REQUEST AN INSPECTION OF ALL SIGNAGE. FACES OF CONSTRUCTION SIGNS AND
REFLECTIVE SHEETING ON BARRICADES SHALL BE TYPE "H" (VIP). ALL ORANGE CONSTRUCTION SIGNS SHALL
BE FLUORESCENT ORANGE. ALL SHEETING WILL BE TESTED FOR REFLECTIVITY PER ITEM 730.192. VERTICAL
PANELS AND DRUM BANDS SHALL BE REFLECTORIZED WITH TYPE "G" (HIGH INTENSITY) SHEETING COMPLYING
WITH THE REQUIREMENTS OF 730.19. ALL SIGNS AND BARRICADES, VERTICAL PANELS, AND DRUMS WILL BE
LIKE NEW AND IN GOOD CONDITION IN CONFORMANCE WITH QUALITY GUIDELINES FOR TEMPORARY TRAFFIC
CONTROL DEVICES AND FEATURES PUBLISHED BY ATSSA. MAINTENANCE OF ALL CONTRACTOR SUPPLIED
SIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS IS THE CONTRACTOR'S RESPONSIBILITY. IF THE
CONTRACTOR FAILS TO CORRECT DEFICIENCIES WITHIN FOUR HOURS OF NOTIFICATION, THE CITY WILL
CORRECT OR HIRE SOMEONE TO CORRECT THE DEFICIENCIES. THE CONTRACTOR WILL THEN BE BACK
CHARGED PER COLUMBUS SPECIFICATION 614.14. IN THE CASE THAT BACK CHARGING THE CONTRACTOR IS
NOT APPLICABLE, THE CITY WILL RESCIND AND WITHHOLD ALL PERMITS ISSUED TO THE CONTRACTOR TO
WORK WITHIN CITY RIGHT-OF-WAY UNTIL THE ISSUE IS SETTLED. THESE PROVISIONS SHALL NOT IN ANY WAY
RELIEVE THE CONTRACTOR OF ANY OF HIS LEGAL RESPONSIBILITIES OR LIABILITIES FOR THE SAFETY OF THE
PUBLIC.ALL BARRICADES AT CLOSURES SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL BARRELS IN
TAPERS SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL ADVANCE SIGNING SHALL BE EQUIPPED
WITH TYPE "A" FLASHING LIGHTS AND (2) ORANGE FLAGS (24"X24"). LIGHTS ARE NOT REQUIRED ON SIGNS IN
PLACE DURING DAYLIGHT HOURS. CONES ARE NOT APPROVED FOR USE AT NIGHT. DRUMS SHALL BE PLACED
AS FOLLOWS: 40' C/C ON TANGENTS, 20' C/C ON TAPERS, AND 8' C/C IN RADII.
PEDESTRIAN ACCESS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE MOVEMENT OF PEDESTRIANS
THROUGH, AROUND, AND AWAY FROM THE CONSTRUCTION SITE. THE SAFETY OF PEDESTRIAN TRAFFIC SHALL
BE CONSIDERED AT ALL TIMES IN THE PROVISION OF TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS
AND NOTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE LIGHTS, SIGNS, BARRICADES, AND
OTHER WARNINGS TO PHYSICALLY SEPARATE THE PEDESTRIAN FROM HAZARDS INCIDENTAL TO THE
CONSTRUCTION OPERATIONS SUCH AS OPEN EXCAVATIONS, ETC. AT ALL TIMES, THE PEDESTRIAN MOT SHALL
BE SUBJECT TO THE APPROVAL OF THE ENGINEER. IT IS RECOMMENDED THAT THE CONTRACTOR ELIMINATE
PEDESTRIAN TRAFFIC WITHIN THE PROJECT SITE BY CLOSING THE PEDESTRIAN PATH. THIS SHALL BE DONE
BY INSTALLING "PATH CLOSED" SIGNAGE AT THE BEGINNING, ENDING, AND INTERSECTIONS OF THE AFFECTED
PATH. NO PEDESTRIAN DETOUR PROVIDED.
ALL COST ASSOCIATED WITH MAINTAINING PEDESTRIAN TRAFFIC SHALL BE INCIDENTAL TO ITEM 614 -
MAINTAINING TRAFFIC, AS PER PLAN.
ITEM 614 - PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN
THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE, WHEN NO LONGER NEEDED, A
CHANGEABLE MESSAGE SIGN. THE SIGN SHALL BE OF A TYPE SHOWN ON A LIST OF APPROVED PCMS UNITS
AVAILABLE ON THE OFFICE OF MATERIALS MANAGEMENT WEB PAGE. THE LIST CONTAINS CLASS A AND B
UNITS WITH MINIMUM LEGIBILITY DISTANCES OF 800 FEET AND 650 FEET, RESPECTIVELY.
EACH SIGN SHALL BE TRAILER-MOUNTED AND EQUIPPED WITH A FUNCTIONAL DIMMING MECHANISM, TO DIM
THE SIGN DURING DARKNESS, AND A TAMPER AND VANDAL PROOF ENCLOSURE. EACH SIGN SHALL BE
PROVIDED WITH APPROPRIATE TRAINING AND OPERATION INSTRUCTIONS TO ENABLE ON-SITE PERSONNEL TO
OPERATE AND TROUBLESHOOT THE UNIT. THE SIGN SHALL ALSO BE CAPABLE OF BEING POWERED BY AN
ELECTRICAL SERVICE DROP FROM A LOCAL UTILITY COMPANY. THE PCMS SHALL BE DELINEATED.
THE PROBABLE PCMS LOCATIONS AND WORK LIMITS FOR THOSE LOCATIONS ARE SHOWN ON THE PLAN.
PLACEMENT, OPERATION, MAINTENANCE AND ALL ACTIVATION OF THE SIGNS BY THE CONTRACTOR SHALL BE
AS DIRECTED BY THE ENGINEER. THE PCMS SHALL BE LOCATED IN A HIGHLY VISIBLE POSITION YET
PROTECTED FROM TRAFFIC. THE CONTRACTOR SHALL, AT THE DIRECTION OF THE ENGINEER, RELOCATE THE
PCMS TO IMPROVE VISIBILITY OR ACCOMMODATE CHANGED CONDITIONS. WHEN NOT IN USE, THE PCMS SHALL
BE TURNED OFF. ADDITIONALLY, WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME, THE PCMS SHALL BE
TURNED AWAY FROM ALL TRAFFIC.
THE ENGINEER SHALL BE PROVIDED ACCESS TO EACH SIGN UNIT AND SHALL BE PROVIDED WITH
APPROPRIATE TRAINING AND OPERATION INSTRUCTIONS TO ENABLE ODOT PERSONNEL TO OPERATE AND
TROUBLESHOOT THE UNIT, AND TO REVISE SIGN MESSAGES, IF NECESSARY.
ALL MESSAGES TO BE DISPLAYED ON THE SIGN WILL BE PROVIDED BY THE ENGINEER. A LIST OF ALL
REQUIRED PRE-PROGRAMMED MESSAGES WILL BE GIVEN TO THE CONTRACTOR AT THE PROJECT
PRECONSTRUCTION CONFERENCE. THE SIGN SHALL HAVE THE CAPABILITY TO STORE UP TO 99 MESSAGES.
MESSAGE MEMORY OR PRE-PROGRAMMED DISPLAYS SHALL NOT BE LOST AS A RESULT OF POWER FAILURES
TO THE ON-BOARD COMPUTER. THE SIGN LEGEND SHALL BE CAPABLE OF BEING CHANGED IN THE FIELD.
THREE-LINE PRESENTATION FORMATS WITH UP TO SIX MESSAGE PHASES SHALL BE SUPPORTED. PCMS
FORMAT SHALL PERMIT THE COMPLETE MESSAGE FOR EACH PHASE TO BE READ AT LEAST TWICE.
THE PCMS SHALL CONTAIN AN ACCURATE CLOCK AND PROGRAMMING LOGIC WHICH WILL ALLOW THE SIGN TO
BE ACTIVATED, DEACTIVATED OR MESSAGES CHANGED AUTOMATICALLY AT DIFFERENT TIMES OF THE DAY
FOR DIFFERENT DAYS OF THE WEEK.
THE PCMS SHALL CONTAIN A CELLULAR TELEPHONE DATA LINK WHICH WILL (IN ACTIVE CELLULAR PHONE
AREAS) ALLOW REMOTE SIGN ACTIVATION, MESSAGE CHANGES, MESSAGE ADDITIONS AND REVISIONS TO
TIME OF DAY PROGRAMS. THE SYSTEM SHALL ALSO PERMIT VERIFICATION OF CURRENT AND PROGRAMMED
MESSAGES.
THE PCMS UNIT SHALL BE MAINTAINED IN GOOD WORKING ORDER BY THE CONTRACTOR IN ACCORDANCE
WITH THE PROVISIONS OF 614.07. THE CONTRACTOR SHALL, PRIOR TO ACTIVATING THE UNIT, MAKE
ARRANGEMENTS, WITH AN AUTHORIZED SERVICE AGENT FOR THE PCMS, TO ASSURE PROMPT SERVICE IN THE
EVENT OF FAILURE. ANY FAILURE SHALL NOT RESULT IN THE SIGN BEING OUT OF SERVICE FOR MORE THAN 12
HOURS, INCLUDING WEEKENDS. FAILURE TO COMPLY MAY RESULT IN AN ORDER TO STOP WORK AND OPEN
ALL TRAFFIC LANES AND/OR IN THE CITY TAKING APPROPRIATE ACTION TO SAFELY CONTROL TRAFFIC. THE
ENTIRE COST TO CONTROL TRAFFIC, ACCRUED BY THE CITY DUE TO THE CONTRACTOR'S NONCOMPLIANCE,
WILL BE DEDUCTED FROM MONEYS DUE, OR TO BECOME DUE THE CONTRACTOR ON HIS CONTRACT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR 24-HOUR-PER-DAY OPERATION AND MAINTENANCE OF THESE
SIGNS ON THE PROJECT FOR THE DURATION OF THE PHASES WHEN THE PLAN REQUIRES THEIR USE.
PAYMENT FOR THE ABOVE DESCRIBED ITEM SHALL BE AT THE CONTRACT UNIT PRICE.
PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, FUELS, LUBRICATING OILS, SOFTWARE,
HARDWARE AND INCIDENTALS TO PERFORM THE ABOVE DESCRIBED WORK.
ITEM 614, PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN 1 SIGN MONTH
PROJECT SUMMARY
THIS PROJECT WILL CONSTRUCT NEW STORM SEWER AND CURBING ALONG RIVERSIDE DRIVE.
ALL TRAFFIC LANES AND PRIVATE DRIVES ON RIVERSIDE DRIVE SHALL BE FULLY OPEN BETWEEN 6:00 AM TO
6:30 PM, MONDAY THROUGH FRIDAY DURING CONSTRUCTION. PROPOSED WORK AND CLOSURES WILL BE
LIMITED TO NIGHTTIME WORK. ALL MOT SIGNAGE SHALL BE COVERED OR REMOVED DURING NON-WORKING
HOURS.
TWO-WAY, TWO-LANE TRAFFIC WITH WORK ON SHOULDERS MAY BE MAINTAINED DURING CONSTRUCTION
OPERATIONS ON RIVERSIDE DRIVE PER FIGURE 6H-3 (TA-3) OF OHIO MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (OMUTCD).
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE TRANSITION OF TRAFFIC BETWEEN MOT PHASES.
CONTRACTOR SHALL COORDINATE THE COLLECTION OF REFUSE, YARD WASTE, RECYCLING, AND RESIDENT
DELIVERIES.
LABOR MATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THIS WORK SHALL BE INCLUDED IN THE LUMP
SUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN.
190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEEREGISTSTATEOF
I
O
HO
MASON
4/12
MAINTENANCE OF
TRAFFIC NOTES
MAINTAIN 12FT SOUTHBOUND LANE COVER SIGN DURINGCONSTRUCTIONMAINTAIN ACCESS
TO ALL DRIVES
DURING CONSTRUCTION
RIVERSIDE DRIVE
RIVERSIDE DRIVEE BRIDGE STREETBRIDGE PARK AVENUEDUBLIN-GRANVILLE RD(TYP.)
(TY
P
.
)M1R4-8B-18R4-8B-18W20-1-48W21-5-48W20-3-48BANKER DRIVELONGSHORE STREET
100'100'40'
20'
50'TULLER RIDGE DR100'A20'40'
100'W20-1-48M1
10' TYPE III BARRICADES (SOLID ACROSS STREET)
R11 - 2
48"x30"
R5 - 1 - 30 R11 - 2
48"x30"
CLOSEDROAD DO NOT
ENTER CLOSEDROAD
LEGEND
DRUM
U-CHANNEL DRIVE POST
WORK AREA
0 20050 100
A
RIVERSIDE
BYPASS
CLOSED
USE
ROUNDABOUT
FRAME 1 FRAME 2
PORTABLE CHANGEABLE
MESSAGE SIGN 190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEE
REGIS TSTATEO F
I
O
HO
MASON
5/12
MAINTENANCE OF
TRAFFIC PLAN
6/12
EROSION
CONTROL NOTES
PROJECT DATA
PROJECT DESCRIPTION
THE PROJECT WILL INCLUDE THE INSTALLATION OF STORM SEWERS ALONG THE WEST SIDE OF RIVERSIDE DRIVE (U.S. 33) SOUTH OF
STATE ROUTE 161 AND NORTH OF STOCKTON WAY. A PORTION OF PAVEMENT ALONG RIVERSIDE DRIVE AND AT STOCKTON WAY
WILL BE REMOVED AND REPLACED.
EMERGENCY ACTION & SPILL PREVENTION PLAN
THE SCOPE OF WORK COVERED BY THIS PLAN INCLUDES EMERGENCY RESPONSE TO SPILLS, CONTAINMENT OF SPILLED LIQUIDS,
EMERGENCY NOTIFICATION NUMBERS, AND SOIL EXCAVATION FOR SPILL CLEAN-UP.
IN THE EVENT OF A SPILL EVENT THE EMPLOYEE SHALL ASSESS THE SPILL AND IMMEDIATELY NOTIFY THE SAFETY OFFICER AND
SUPERVISOR IN CHARGE, OR OTHER INDIVIDUALS AS LISTED BELOW.
IMMEDIATELY AFTER NOTIFICATION, THE EMPLOYEE WILL BE DIRECTED BY THE SAFETY OFFICER, OR RESPONSIBLE PARTY TO START
CONTAINMENT PROCEDURES TO PREVENT THE MATERIAL FROM REACHING THE STORM SEWERS, DRAINAGE DITCH, AND OTHER
OUTLETS USING THE FOLLOWING ACTIONS OR ANY OTHER MEANS NECESSARY WITHOUT COMPROMISING WORKER SAFETY:
1) CLEAR PERSONNEL FROM THE SPILL AREA AND ROPE OFF AREA.
2) STOP THE SPILL.
3) USE SORBENT MATERIALS, PLUG PUTTY, OR HOLE PUTTY AS NECESSARY TO CONTROL THE SPILL AT THE SOURCE.
4) CONSTRUCT A TEMPORARY CONTAINMENT DIKE OF SORBENT MATERIALS OR DIRT TO CONTAIN SPILL.
SPILL KITS WILL BE LOCATED ON THE PROJECT AS DESIGNATED ON THE SWPPP PLAN.
UPON COMPLETION OF CONTAINMENT OPERATIONS, PROPER CLEAN-UP PROCEDURES WILL BE IMPLEMENTED IN ACCORDANCE WITH
REGULATORY PROCEDURES.
ADDITIONAL EMERGENCY CONTACT NUMBERS: 24 HOUR PHONE NO.:
OHIO EPA 614-728-3898
GENERAL NOTES
THE CONTRACTOR SHALL INFORM ALL SUBCONTRACTORS OF THE REQUIREMENTS AND RESPONSIBILITIES OF THE SWPPP AND
SHALL DOCUMENT ALL SUCH NOTIFICATIONS AND/OR DISCUSSIONS.
THE CONTRACTOR WILL BE REQUIRED TO PARTICIPATE IN SEDIMENT AND EROSION CONTROL INSPECTIONS ON A WEEKLY BASIS AND
SIGN AN APPROVED INSPECTION SHEET THAT SHALL BE KEPT ON FILE AT THE JOB SITE.
UNLESS OTHERWISE NOTED, STANDARDS AND SPECIFICATIONS ESTABLISHED IN THE LATEST EDITION OF THE ODNR "RAINWATER
AND LAND DEVELOPMENT" HANDBOOK SHALL GOVERN THE EROSION AND SEDIMENT CONTROL INSTALLATIONS SPECIFIED ON THIS
PLAN.
THIS PROJECT WILL INVOLVE SEVERAL CONSTRUCTION PHASES AND SEQUENCING THROUGHOUT ITS LIFETIME. IT IS VERY
IMPORTANT THAT ALL TEMPORARY SEDIMENT AND EROSION CONTROL (S&EC) FIELD METHODS ALONG WITH THIS PLAN, ARE
UPDATED TO REFLECT THE ACTUAL FIELD CONDITIONS, CURRENT WEATHER CONDITIONS AND SITE GRADE CHANGES. THE CITY
ENGINEER OR THE OHIO EPA CAN AND WILL MODIFY THIS PLAN AS NECESSARY.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENSURE THE IMMEDIATE AVAILABILITY OF THE TEMPORARY EROSION AND
SEDIMENT CONTROL PLAN ON-SITE. THE CONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE TO PERFORM ALL UPDATES AND
ADJUSTMENTS TO THE TEMPORARY EROSION AND SEDIMENT CONTROL PLAN.
THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE WATER LEAVES THE PROJECT, INCLUDING
WATERWAYS, OVERLAND SHEET FLOW, AND STORM SEWERS, WHETHER SPECIFICALLY SHOWN ON THE PLANS OR NOT.
THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES CONSISTENT WITH EROSION CONTROL
PRACTICES.
THE CONTRACTOR SHALL REMOVE EXISTING GROUND COVER ONLY AS NECESSARY FOR THE PROJECT PHASE CURRENTLY UNDER
CONSTRUCTION. REMOVE ONLY THE TREES, SHRUBS, AND GRASSES THAT MUST BE REMOVED TO PERMIT ACTUAL CONSTRUCTION.
PROTECT THE REMAINING TO PRESERVE THEIR AESTHETIC AND EROSION CONTROL VALUE.
FINAL GRADING WILL BE CONSISTENT WITH PRECONSTRUCTION TOPOGRAPHY TO MAINTAIN DRAINAGE AND AESTHETICS.
CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF ACCORDING TO OHIO EPA REQUIREMENTS.
BACKFILL TRENCHES IMMEDIATELY AFTER USE. SEED AND MULCH TRENCH AREA WITHIN 7 DAYS AFTER AREA OF SECTION HAS BEEN
OPENED.
THE CONTRACTOR WILL BE REQUIRED TO BUILD SEDIMENT BASINS OR SEDIMENT TRAPS OR USE EQUAL METHODS TO DETAIN AND
CLEAN WATER TO ACCEPTABLE EPA STANDARDS BEFORE RELEASING THE WATER BACK INTO THE STREAM.
THERE SHALL BE NO TURBID DISCHARGES TO SURFACE WATERS, RESULTING FROM DEWATERING ACTIVITIES. SEDIMENT-LADEN
WATER MUST PASS THROUGH A SETTLING POND, FILTER BAG, OR OTHER COMPARABLE PRACTICE, PRIOR TO DISCHARGE. ALL
WATER PRODUCED FROM CLEANING AND DEWATERING OPERATIONS, WHETHER SPECIFICALLY FROM TRENCH DEWATERING
OPERATIONS OR FROM MORE EXTENSIVE DEWATERING OPERATIONS, SHALL BE DISCHARGED IN SUCH A MANNER AS TO ELIMINATE
EROSION FROM SUCH DISCHARGE.
NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF. ALL PROCESS WASTEWATER (EQUIPMENT
WASHING, LEACHATE FROM ON-SITE WASTE DISPOSAL, ETC.) SHALL BE COLLECTED AND DISPOSED OF AT A PUBLICLY OWNED
TREATMENT WORKS. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH ALL LOCAL EROSION/SEDIMENT CONTROL, WASTE
DISPOSAL, SANITARY AND HEALTH REGULATIONS.
SETTLING FACILITIES, SEDIMENT FILTERS, PERIMETER CONTROLS, AND OTHER PRACTICES INTENDED TO TRAP SEDIMENT SHALL BE
IMPLEMENTED AS THE FIRST STEP OF GRADING OR CONSTRUCTION AND WITHIN 7 DAYS FROM THE START OF GRUBBING. THEY
SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENT AREA IS RESTABILIZED.
ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE PROJECT AREA SHALL BE PROTECTED SO THAT SEDIMENT
LADEN WATER WILL NOT ENTER THE STORM SEWER SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
SEDIMENT, UNLESS THE STORM SEWER SYSTEM DRAINS TO A SETTLING FACILITY. THESE CONTROLS SHALL BE SELECTED AND
LOCATED AS INDICATED IN THE PLANS AND AS DIRECTED BY THE CITY ENGINEER.
OTHER EROSION CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL CONDITIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR INSTALLATION AND IMPLEMENTATION OF ADDITIONAL EROSION CONTROL ITEMS, AT THE ENGINEER'S
DISCRETION.
WORKING IN OR CROSSING STREAMS, INCLUDING BED AND BANKS, SHALL BE BE RESTABILIZED IMMEDIATELY AFTER IN-CHANNEL
WORK IS COMPLETED, INTERRUPTED, OR STOPPED. TO THE EXTENT PRACTICAL, CONSTRUCTION VEHICLES SHALL BE KEPT OUT OF
STREAMS. WHERE IN-CHANNEL WORK IS NECESSARY, PRECAUTIONS SHALL BE TAKEN TO STABILIZE THE WORK AREA DURING
CONSTRUCTION TO MINIMIZE EROSION. WHERE A STREAM MUST BE CROSSED BY CONSTRUCTION VEHICLES REGULARLY DURING
CONSTRUCTION, A TEMPORARY CULVERT SHALL BE PROVIDED.
ALL DENUDED AREAS, INCLUDING STOCKPILED TOPSOIL AND EXCAVATED MATERIAL ARE TO BE PROTECTED THROUGH THE USE OF
TEMPORARY SEEDING, OR COVERED WITH STRAW MULCH.
NO SOIL, ROCK, DEBRIS, OR ANY OTHER MATERIAL SHALL BE DUMPED OR PLACED INTO A WATER RESOURCE OR INTO SUCH
PROXIMITY THAT IT MAY READILY SLOUGH, SLIP, OR ERODE INTO A WATER RESOURCE UNLESS SUCH DUMPING OR PLACING IS
AUTHORIZED BY THE CITY ENGINEER. UNSTABLE SOILS PRONE TO SLIPPING OR LANDSLIDING SHALL NOT BE GRADED, EXCAVATED,
FILLED, OR HAVE LOADS IMPOSED UPON THEM UNLESS THE WORK IS DONE IN ACCORDANCE WITH A QUALIFIED PROFESSIONAL
ENGINEER'S RECOMMENDATIONS TO CORRECT, ELIMINATE, OR ADEQUATELY ADDRESS THE PROBLEMS.
IT IS PREFERRED TO USE PERMANENT EROSION CONTROL ITEMS AS SHOWN IN THE PLANS TO CONTROL CONSTRUCTION POLLUTION
WHEN POSSIBLE. OTHERWISE, THE TEMPORARY POLLUTION PREVENTION ITEMS ARE TO BE USED.
MOST TEMPORARY S&EC METHODS, INCLUDING BUT NOT LIMITED TO, SILT FENCE AND DITCH CHECKS MAY ALL HAVE TO BE
PERIODICALLY REMOVED AND REPLACED, OR MOVED FROM THE EXISTING ROAD DITCH OR STRIPPED AREAS AS WORK
PROGRESSES. ANY CHANGES SHALL BE NOTED IN THE PLAN BY RED LINE AND DATED ON A CORRECTIVE ACTION LOG.
ALL TEMPORARY SEDIMENT CONTROLS AND STORM WATER QUALITY METHODS WILL BE BUILT/lNSTALLED AS THE PROJECT
PROGRESSES TO ELIMINATE UNNECESSARY DISTURBANCE AND REDUNDANCY. ALL TEMPORARY CONTROLS SHALL BE IN PLACE AND
FUNCTIONING PROPERLY WHEN THREATENING WEATHER IS IMMINENT.
"TEMPORARY STABILIZATION" MEANS THE ESTABLISHMENT OF TEMPORARY VEGETATION, MULCHING, GEOTEXTILES, SOD,
PRESERVATION OF EXISTING VEGETATION AND OTHER TECHNIQUES CAPABLE OF QUICKLY ESTABLISHING COVER OVER DISTURBED
AREAS TO PROVIDE EROSION CONTROL BETWEEN CONSTRUCTION OPERATIONS.
"PERMANENT STABILIZATION" MEANS THE ESTABLISHMENT OF PERMANENT VEGETATION, DECORATIVE LANDSCAPE MULCHING,
MATTING, SOD, RIP RAP AND LANDSCAPING TECHNIQUES TO PROVIDE PERMANENT EROSION CONTROL ON AREAS WHERE
CONSTRUCTION OPERATIONS ARE COMPLETE OR WHERE NO FURTHER DISTURBANCE IS EXPECTED FOR AT LEAST A YEAR.
OFF-SITE TRACKING OF SEDIMENTS SHALL BE MINIMIZED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP
REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL PAVED STREETS ADJACENT TO THE SITE WILL BE SWEPT DAILY TO REMOVE ANY
EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE
COVERED WITH A TARP.
PROHIBITED CONSTRUCTION ACTIVITIES
THE CONTRACTOR SHALL NOT USE CONSTRUCTION PROCEDURES, ACTIVITIES, OR OPERATIONS THAT MAY UNNECESSARILY IMPACT
THE NATURAL ENVIRONMENT OR THE PUBLIC HEALTH AND SAFETY. PROHIBITED CONSTRUCTION PROCEDURES, ACTIVITIES, OR
OPERATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1. PUMPING OF SEDIMENT LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS INTO ANY SURFACE WATERS, ANY
STREAM CORRIDORS, ANY WETLANDS, OR STORM DRAINS.
2. DISCHARGING POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIALS, RAW SEWAGE, AND/OR
ANY OTHER HARMFUL WASTER, INTO OR ALONGSIDE OF RIVERS, STREAMS, IMPOUNDMENTS, OR INTO NATURAL OR
MAN-MADE CHANNELS LEADING THERETO.
3. DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA.
STABILIZATION PRACTICES
PERMANENT SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SET FORTH IN PART II.B OF
OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 1)
ALL TEMPORARY EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE REMOVED WHEN 70% VEGETATION HAS BEEN
REACHED.
SEEDING & MULCHING
MULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 7 DAYS OF
GRADING IF THE AREA IS TO REMAIN DORMANT (UNDISTURBED) FOR MORE THAN 14 DAYS OR ON AREAS AND PORTIONS OF THE SITE
WHICH CAN BE BROUGHT TO FINAL GRADE.
MULCH SHALL CONSIST OF UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 2 TONS/AC. OR 90 LB./1000 SQ. FT. (TWO TO
THREE BALES). THE STRAW MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THE SOIL SURFACE IS COVERED.
FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1000-SQ.-FT. SECTIONS AND PLACE TWO
45-LB. BALES OF STRAW IN EACH SECTION.
MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR RUNOFF. THE FOLLOWING ARE ACCEPTABLE METHODS
FOR ANCHORING MULCH:
1) MECHANICAL-USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH OR ANCHOR THE MULCH MATERIAL
INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOT BE FINELY CHOPPED BUT BE LEFT GENERALLY LONGER THAN
6 IN.
2) MULCH NETTINGS-USE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, FOLLOWING ALL PLACEMENT AND
ANCHORING SUGGESTIONS. USE IN AREAS OF WATER CONCENTRATION AND STEEP SLOPES TO HOLD MULCH IN PLACE.
3) SYNTHETIC BINDERS-FOR STRAW MULCH, SYNTHETIC BINDERS SUCH AS ACRYLIC DLR (AGRI-TAC), DCA-70, PETROSET,
TERRA TACK OR EQUAL MAY BE USED AT RATES RECOMMENDED BY THE MANUFACTURER. ALL APPLICATIONS OF
SYNTHETIC BINDERS MUST BE CONDUCTED IN SUCH A MANNER WHERE THERE IS NO CONTACT WITH WATERS OF THE
STATE.
4) WOOD CELLULOSE FIBER - WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW. THE FIBER BINDER SHALL BE
APPLIED AT A NET DRY WEIGHT OF 750 LB./ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED WITH WATER AND THE
MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LB./100 GAL. OF WOOD CELLULOSE FIBER.
STOCKPILE
SILT FENCING SHALL BE INSTALLED AROUND TEMPORARY SPOIL STOCKPILES. THESE STOCKPILES SHALL BE STRAW MULCHED
AND/OR TEMPORARILY SEEDED WITHIN 7 WORKING DAYS IF LEFT DORMANT FOR 14 DAYS OR LONGER.
TIMING OF CONTROLS/MEASURES
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, CONSTRUCTION ENTRANCE(S) AND SILT FENCE WILL BE CONSTRUCTED
PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. SEDIMENT CONTROL DEVICES SHALL BE IMPLEMENTED
FOR ALL AREAS REMAINING DISTURBED LONGER THAN 14 DAYS AND/OR WITHIN 7 DAYS OF ANY GRUBBING ACTIVITIES. AREAS
WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED
AND MULCH WITHIN 2 DAYS OF THE LAST DISTURBANCE IF THE AREA IS WITHIN 50 FEET OF A STREAM, AND WITHIN 7 DAYS OF THE
LAST DISTURBANCE IF THE AREA IS MORE THAN 50 FEET AWAY FROM A STREAM. ONCE CONSTRUCTION ACTIVITY CEASES
PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE ENTIRE SITE IS
STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE BASIN.
INSPECTIONS
ALL BMPS ON THIS SITE SHALL BE INSPECTED BY "QUALIFIED INSPECTION PERSONNEL" ASSIGNED BY THE CONTRACTOR OR
DESIGNATED REPRESENTATIVE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND BY THE END OF THE NEXT CALENDAR DAY,
EXCLUDING WEEKENDS AND HOLIDAYS UNLESS WORK IS SCHEDULED, AFTER A RAIN EVENT OF 0.5 INCHES PER 24 HOUR PERIOD. A
RECORD OF THESE INSPECTIONS SHALL BE MAINTAINED IN THE CONSTRUCTION OFFICE WITH THE SWPPP FOR PUBLIC VIEWING. ANY
VIOLATIONS WILL BE REPORTED THROUGH THE PROJECT PERSONNEL. A RAIN GAUGE WILL BE LOCATED WITHIN THE PROJECT
LIMITS.
FOLLOWING EACH INSPECTION, A CHECKLIST MUST BE COMPLETED AND SIGNED BY THE QUALIFIED INSPECTION PERSONNEL
REPRESENTATIVE. AT A MINIMUM, THE INSPECTION REPORT SHALL INCLUDE:
1. THE INSPECTION DATE;
2. NAMES, TITLES, AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION;
3. WEATHER INFORMATION FOR THE PERIOD SINCE THE LAST INSPECTION (OR SINCE COMMENCEMENT OF CONSTRUCTION
ACTIVITY IF THE FIRST INSPECTION) INCLUDING A BEST ESTIMATE OF THE BEGINNING OF EACH STORM EVENT, DURATION
OF EACH STORM EVENT, APPROXIMATE AMOUNT OF RAINFALL FOR EACH STORM EVENT (IN INCHES), AND WHETHER ANY
DISCHARGES OCCURRED;
4. WEATHER INFORMATION AND A DESCRIPTION OF ANY DISCHARGES OCCURRING AT THE TIME OF THE INSPECTION;
5. LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE;
6. LOCATION(S) OF BMPS THAT NEED TO BE MAINTAINED;
7. LOCATION(S) OF BMPS THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATION;
8. LOCATION(S) WHERE ADDITIONAL BMPS ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION; AND
9. CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE SWP3 NECESSARY AND IMPLEMENTATION DATES.
MAINTENANCE
THE CONTRACTOR SHALL MAINTAIN, REPAIR, OR REPLACE ALL EROSION CONTROL INSTALLATIONS AS NEEDED TO ENSURE THE
CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL REPAIRS TO BMPS SHALL BE MADE WITHIN 3 DAYS (OR SOONER IF
POSSIBLE) OF NOTIFICATION OF DEFICIENCIES. IF THE CORRECTIONS ARE NOT MADE WITHIN THE 3 DAY PERIOD, LIQUIDATED
DAMAGES MAY BE ASSESSED AS PER THE ODOT CMS SECTION 108.27.
ONGOING INSPECTION OF INSTALLATIONS WILL BE PERFORMED BY THE CONTRACTOR OR DESIGNATED REPRESENTATIVE.
ANY TRAPPED SEDIMENT OR DEBRIS REMOVED DURING CLEANING OF OR REMOVAL OF BMP INSTALLATIONS SHALL BE PLACED IN
AREAS NOT SUBJECT TO EROSION AND PERMANENTLY STABILIZED.
TABLE 1: 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
ANY AREAS WITHIN 50 FEET OF A SURFACE WATER OF
THE STATE AND AT FINAL GRADE
WITHIN TWO DAYS OF REACHING FINAL GRADE
ANY OTHER AREAS AT FINAL GRADE WITHIN SEVEN DAYS OF REACHING FINAL GRADE
WITHIN THAT AREA
TEMPORARY SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SET
FORTH IN PART II.B OF OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 2)
TABLE 2: TEMPORARY STABILIZATION
AREA REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY DISTURBED AREAS WITH 50 FEET OF A SURFACE
WATER OF THE STATE AND NOT AT FINAL GRADE
WITHIN TWO DAYS OF THE MOST RECENT
DISTURBANCE IF THE AREA WILL REMAIN IDLE FOR
MORE THAN 14 DAYS
FOR ALL CONSTRUCTION ACTIVITIES, 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
TEMPORARY SEEDING & MULCHING FOR EROSION CONTROL
SEED TYPE PER 1,000 SQ FT PER ACRE
PERENNIAL RYEGRASS
TALL FESCUE
ANNUAL RYEGRASS
1 POUND
1 POUND
1 POUND
40 POUNDS
40 POUNDS
40 POUNDS
SMALL GRAIN STRAW 90 POUNDS 2 TONS
FERTILIZER
6 POUNDS OF
10-10-10 OR
12-12-12
250 POUNDS OF
10-10-10 OR
12-12-12
NOTE: OTHER APPROVED SPECIES MAY BE SUBSTITUTED
STABILIZATION TYPE J F M A M J J A S O N D
PERMANENT SEEDING ● ● ●* * *● ●
* IRRIGATION NEEDED
DORMANT SEEDING ● ● ●● ● ●
** IRRIGATION NEEDED FOR
2-3 WEEKS AFTER SOD IS
APPLIEDTEMPORARY SEEDING ● ● ●
* * *● ●
SODDING ** ** ** ** ** ** **
MULCHING ● ● ● ● ● ● ● ● ● ● ● ●
190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEEREGISTSTATEOF
I
O
HO
MASON
MECHANICAL PROPERTIES TEST METHOD UNITS MARV
GRAB TENSILE STRENGTH ASTM D 4632 KN (LBS)1.62 (365) X 0.89 (200)
GRAB TENSILE ELONGATION ASTM D 4632 %24 X 10
PUNCTURE STRENGTH ASTM D 4833 KN (LBS)0.40 (90)
MULLEN BURST STRENGTH ASTM D 3786 KPA (PSI)3097 (450)
TRAPEZOID TEAR STRENGTH ASTM D 4533 KN (LBS)0.51 (115) X 0.33 (75)
UV RESISTENCE ASTM D 4355 %90
APPARENT OPENING SIZE ASTM D 4751 MM (US STD SIEVE)0.425 (40)
FLOW RATE ASTM D 4491 1/MIN/M (GAL/MIN/FT )5907 (145)
PERMITTIVITY ASTM D 4491 SEC 2.1-1
22
SPECIFICATIONS
DANDY SACK DETAIL
N.T.S.
INSTALLATION: REMOVE THE GRATE FROM THE CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN POUCH ON
BOTTOM OF THE UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY
SACK SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING STRAPS, INSERT THE GRATE INTO
THE INLET.
MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE VICINITY OF THE UNIT AFTER EACH STORM EVENT. AFTER STORM
EVENT AND AT REGULAR INTERVALS, LOOK INTO DANDY SACK. IF CONTAINMENT AREA IS MORE THAN 13 FULL OF SEDIMENT, THE UNIT MUST BE
EMPTIED. TO EMPTY UNIT, SIMPLY LIFT THE UNIT USING LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS, REPLACE
ABSORBENT PILLOW WHEN NEAR SATURATION.
STORM
SEWER
GRATE
LIFT
STRAPS
OPTIONAL
OVERFLOW
PORTS
DUMPING
STRAPS
STORM
INLET
NOT TO SCALE
7/12
EROSION
CONTROL NOTES
& DETAILS
MECHANICAL PROPERTIES TEST METHOD UNITS MARV
GRAB TENSILE STRENGTH ASTM D 4632 KN (LBS) 1.62 (365) X 0.89 (200)
GRAB TENSILE ELONGATION ASTM D 4632 %24 X 10
PUNCTURE STRENGTH ASTM D 4833 KN (LBS)0.40 (90)
MULLEN BURST STRENGTH ASTM D 3786 KPA (PSI)3097 (450)
TRAPEZOID TEAR STRENGTH ASTM D 4533 KN (LBS) 0.51 (115) X 0.33 (75)
UV RESISTENCE ASTM D 4355 %90
APPARENT OPENING SIZE ASTM D 4751 MM (US STD SIEVE) 0.425 (40)
FLOW RATE ASTM D 4491 1/MIN/M (GAL/MIN/FT ) 5907 (145)
PERMITTIVITY ASTM D 4491 SEC 2.1-1
22
SPECIFICATIONS
INSTALLATION: PLACE THE EMPTY DANDY CURB BAG UNIT OVER THE GRATE AS THE GRATE
STANDS ON END. TO INSTALL OR REPLACE ABSORBENT PILLOW, PLACE ABSORBENT PILLOW
IN POUCH ON THE BOTTOM OF THE UNIT. TUCK THE ENCLOSURE FLAP INSIDE TO
COMPLETELY ENCLOSE THE GRATE. HOLDING THE LIFTING DEVICES, INSERT THE GRATE
INTO ITS FRAME, STREET SIDE EDGE FIRST, THEN LOWER BACK EDGE WITH CYLINDRICAL
TUBE INTO PLACE. THE CYLINDRICAL TUBE SHOULD BE PARTIALLY BLOCKING THE CURB
HOOD OPENING WHEN INSTALLED PROPERLY.
MAINTENANCE: WITH A STIFF BRISTLE BROOM OR SQUARE POINT SHOVEL REMOVE SILT &
OTHER DEBRIS OFF SURFACE AFTER EACH EVENT. REMOVE FINE MATERIAL FROM INSIDE
ENVELOPE AS NEEDED. REMOVE ABSORBENT PILLOW WHEN NEAR SATURATION.
DANDY CURB SACK DETAIL
N.T.S.
CURB
OPENING
STORM
GRATE
REINFORCED
CORNERS
2 FOOT
CONTAINMENT
AREA
CURB
FILTER
LIFT
STRAPS
OPTIONAL
OUTFLOW
PORTS
DUMPING
STRAPS
DUST CONTROL
DUST CONTROL INVOLVES PREVENTING OR REDUCING DUST FROM EXPOSED SOILS OR OTHER SOURCES DURING LAND DISTURBING,
DEMOLITION AND CONSTRUCTION ACTIVITIES TO REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH
HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE.
THE FOLLOWING SPECIFICATIONS FOR DUST CONTROL SHALL BE FOLLOWED ONSITE:
1.VEGETATIVE COVER AND/MULCH - APPLY TEMPORARY OR PERMANENT SEEDING AND MULCH TO AREAS THAT WILL REMAIN IDLE FOR
OVER 14 DAYS. SAVING EXISTING TREES AND LARGE SHRUBS WILL ALSO REDUCE SOIL AND AIR MOVEMENT ACROSS DISTURBED
AREAS. SEE TEMPORARY SEEDING; PERMANENT SEEDING; MULCHING PRACTICES; AND TREE AND NATURAL AREA PROTECTION
PRACTICES.
2.WATERING - SPRAY SITE WITH WATER UNTIL THE SURFACE IS WET BEFORE AND DURING GRADING AND REPEAT AS NEEDED,
ESPECIALLY ON HAUL ROADS AND OTHER HEAVY TRAFFIC ROUTES. WATERING SHALL BE DONE AT A RATE THAT PREVENTS DUST BUT
DOES NOT CAUSE SOIL EROSION. WETTING AGENTS SHALL BE UTILIZED ACCORDING TO MANUFACTURERS INSTRUCTIONS.
3.SPRAY-ON ADHESIVES - APPLY ADHESIVE ACCORDING TO THE FOLLOWING TABLE OR MANUFACTURERS' INSTRUCTIONS.
SPILL PREVENTION
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER
ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
GOOD HOUSEKEEPING:
1. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.
2. ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF
POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.
3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL.
4. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
5. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER.
6. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED.
7. THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ONSITE.
HAZARDOUS PRODUCTS:
1. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE.
2. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION.
3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER
DISPOSAL WILL BE FOLLOWED.
SPILL CONTROL PRACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS
PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:
1. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL
CLEANUP POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND
CLEANUP SUPPLIES.
2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT
AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND,
SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE.
3. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT
INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.
4. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY,
REGARDLESS OF THE SIZE. SPILLS OF 25 OR MORE GALLONS OF PETROLEUM WASTE MUST BE REPORTED TO OHIO EPA
(1-800-282-9378), THE LOCAL FIRE DEPARTMENT, AND THE LOCAL EMERGENCY PLANNING COMMITTEE WITHIN 30 MINUTES OF THE
SPILL. ALL SPILLS, WHICH RESULT IN CONTACT WITH WATERS OF THE STATE, MUST BE REPORTED TO THE OHIO EPA'S HOTLINE.
5. SOILS CONTAMINATED BY PETROLEUM OR OTHER CHEMICAL SPILLS MUST BE TREATED/DISPOSED AT AN OHIO EPA APPROVED SOLID
WASTE MANAGEMENT FACILITY OR HAZARDOUS WASTE TREATMENT, STORAGE OR DISPOSAL FACILITY (TSDF).
6. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND
HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP
MEASURES WILL ALSO BE INCLUDED.
7. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP
COORDINATOR. HE WILL DESIGNATE SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE
INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF
RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ONSITE.
PRODUCT SPECIFIC PRACTICES
PETROLEUM PRODUCTS
ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT
SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
FUEL STORAGE TANKS SHALL BE LOCATED AWAY FROM SURFACE WATERS AND STORM SEWER SYSTEM INLETS. FUEL TANKS SHALL BE
STORED IN A DIKED AREA CAPABLE OF HOLDING 150% OF THE TANK CAPACITY.
FERTILIZERS
FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED,
FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE
CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS.
PAINTS
ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO
THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND
LOCAL REGULATIONS.
CONCRETE WASH WATER/WASH OUTS
CONCRETE WASH WATER SHALL NOT BE ALLOWED TO FLOW TO STREAMS, DITCHES, STORM DRAINS, OR ANY OTHER WATER
CONVEYANCE. A SUMP OR PIT WITH NO POTENTIAL FOR DISCHARGE SHALL BE CONSTRUCTED IF NEEDED TO CONTAIN CONCRETE WASH
WATER. FIELD TILE OR OTHER SUBSURFACE DRAINAGE STRUCTURES WITHIN 10 FT. OF THE SUMP SHALL BE CUT AND PLUGGED. FOR
SMALL PROJECTS, TRUCK CHUTES MAY BE RINSED ON THE LOT AWAY FROM ANY WATER CONVEYANCES.
FILTER BAG DETAIL
N.T.S.
NOTICE
THE PUMPING OR DIRECT DISCHARGE OF SEDIMENT-LADEN (MUDDY) WATER TO THE CITY'S SEWER SYSTEM OR A RECEIVING STREAM IS A
VIOLATION OF OHIO EPA AND CITY OF DUBLIN REGULATIONS.
ALL INLET RECEIVING FLOW FROM RUNOFF, PUMPING ACTIVITIES, OR OTHER DIRECT DISCHARGES SHALL BE FITTED WITH AN INLET
PROTECTION DEVICE THAT IS PROPERLY SIZED AND SECURED TO REDUCE THE DISCHARGE OF SEDIMENT INTO THE STORM SEWER SYSTEM
AND RECEIVING STREAM. INLET PROTECTION IS REQUIRED ON ALL INLETS RECEIVING DISCHARGE REGARDLESS OF WHETHER OR NOT THE
INLET IS TRIBUTARY TO ANY DOWNSTREAM EROSION AND SEDIMENT CONTROLS.
DISCHARGE HOSES USED DURING PUMPING ACTIVITIES SHALL BE FITTED WITH SEDIMENT BAGS THAT ARE PROPERLY SIZED PER
MANUFACTURER'S RECOMMENDATIONS REGARDLESS OF WHAT OTHER SEDIMENT CONTROLS ARE IN PLACE FURTHER DOWNSTREAM.
SEDIMENT BAGS MUST BE PROPERLY SECURED TO THE DISCHARGE HOSE AND PLACED OVER VEGETATED AREAS, WHERE FEASIBLE,
DURING DISCHARGE. SEE DETAIL BELOW OF A TYPICAL SEDIMENT BAG INSTALLATION.
SUGGESTED DISCHARGE SET-UP FOR
PUMPING MUDDY WATER
MUDDY
WATER
IN
WATER
PUMP
FLOW
PUMP
DISCHARGE HOSE
TIE-DOWN
STRAP
SEDIMENT BAG/
DE-WATERING BAG
DRAIN OVER
VEGETATED AREA
(WHERE POSSIBLE)
TREE PROTECTION DETAIL
N.T.S.
5'5'
DRIP LINE DRIP LINE
HIGH VISIBILTY
PLASTIC MESH
FENCING
NOTES:
1. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST
UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK,
SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN
DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE
TEMPORARY GUARDS TO PROTECT TREES AND AND VEGETATION TO BE LEFT STANDING.
2. TREE AND NATURAL PRESERVATION AREA SHALL BE FENCED PRIOR TO BEGINNING CLEARING
OPERATIONS.
3. FENCE SHALL BE PLACED AS SHOWN ON PLANS AND BEYOND THE DRIP LINE OR CANOPY OF TREES TO BE
PROTECTED OR AS DIRECTED BY ENGINEER.
4. IF ANY CLEARING IS DONE AROUND SPECIMEN TREES IT SHALL BE DONE BY CUTTING AT GROUND LEVEL
WITH HAND HELD TOOLS AND SHALL NOT BE GRUBBED OR PULLED OUT. NO CLEARING SHALL BE DONE IN
BUFFER STRIPS OR OTHER PRESERVED FORESTED AREAS.
5. NO FILLING OR STOCKPILING OF MATERIALS SHALL OCCUR WITHIN THE TREE PROTECTION AREA,
INCLUDING DEPOSITION OF SEDIMENT.
6. MINIMIZE EXCAVATION OR TRENCHING WITHIN THE DRIP LINE OF THE TREE. ROUTE TRENCHES AROUND
THE DRIP LINE OF TREES AS DIRECTED BY ENGINEER.
7. ROOTS 2 INCHES OR LARGER THAT ARE SEVERED BY TRENCHING SHOULD BE SAWN OFF NEATLY IN ORDER
TO ENCOURAGE NEW GROWTH AND DISCOURAGE DECAY.
8. SOIL EXCAVATED DURING TRENCHING SHALL BE PILED ON THE SIDE AWAY FROM THE TREE.
9. ROOTS SHALL BE KEPT MOIST WHILE TRENCHES ARE OPEN AND REFILLED IMMEDIATELY AFTER UTILITIES
ARE INSTALLED OR REPAIRED.
STRAW WATTLE DETAIL
N.T.S.
FLOW
SECTION
NOTES:
1. MATERIALS – COMPOST USED FOR STRAW WATTLE SHALL BE WEED, PATHOGEN AND INSECT FREE AND FREE OF ANY REFUSE, CONTAMINANTS OR OTHER MATERIALS
TOXIC TO PLANT GROWTH. THEY SHALL BE DERIVED FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER AND CONSIST OF A PARTICLES RANGING FROM 3/8" TO
2".
2. STRAW WATTLE SHALL BE 3 OR 5 MIL CONTINUOUS, TUBULAR, HDPE 3/8" KNITTED MESH NETTING MATERIAL, FILLED WITH COMPOST PASSING THE ABOVE
SPECIFICATIONS FOR COMPOST PRODUCTS.
INSTALLATION:
3. STRAW WATTLE WILL BE PLACED ON A LEVEL LINE ACROSS SLOPES, GENERALLY PARALLEL TO THE BASE OF THE SLOPE OR OTHER AFFECTED AREA. ON SLOPES
APPROACHING 2:1, ADDITIONAL STRAW WATTLE SHALL BE PROVIDED AT THE TOP AND AS NEEDED MIDSLOPE.
4. STRAW WATTLE INTENDED TO BE LEFT AS A PERMANENT FILTER OR PART OF THE NATURAL LANDSCAPE, SHALL BE SEEDED AT THE TIME OF INSTALLATION FOR
ESTABLISHMENT OF PERMANENT VEGETATION.
5. STRAW WATTLES ARE NOT TO BE USED IN CONCENTRATED FLOW SITUATIONS OR IN RUNOFF CHANNELS.
MAINTENANCE:
6. ROUTINELY INSPECT STRAW WATTLE AFTER EACH SIGNIFICANT RAIN, MAINTAINING STRAW WATTLE IN A FUNCTIONAL CONDITION AT ALL TIMES.
7. REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE STRAW WATTLE WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE PRACTICE.
8. WHERE THE STRAW WATTLE DETERIORATES OR FAILS, IT WILL BE REPAIRED OR REPLACED WITH A MORE EFFECTIVE ALTERNATIVE.
9. REMOVAL – STRAW WATTLE WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED IN SUCH AS WAY AS TO FACILITATE AND NOT OBSTRUCT SEEDINGS.
STAW WATTLE
12" MINADHESIVE WATER DILUTION
(ADHESIVE: WATER)
NOZZLE
TYPE
APPLICATION
RATE (GAL/AC)
LATEX EMULSION 12.5:1 FINE 235
RESIN IN WATER ACRYLIC
EMULSION (NO TRAFFIC)
4:1 FINE 300
ACRYLIC EMULSION (NO TRAFFIC)7:1 COARSE 450
ACRYLIC EMULSION (TRAFFIC)3.5:1 COARSE 350
190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEEREGISTSTATEOF
I
O
HO
MASON
TVTVTV8"42"12"WE12" RCP
18" RCP24"
R
C
P
6" P
V
C
24" RCP24" RCP8" PVCDDDEX CATCH BASIN
GRATE=788.37'INV=785.00'
BENCH MARK #1
X-CUT ON CORNEROF CB RIMELEV=788.36'
EX STM MHRIM=790.27'
INV W=784.74'INV N=782.42'INV NW=782.22'
EX CATCH BASINGRATE=789.11'INV SW=786.81'
INV NE=783.38'INV SE=783.38'
EX STM MHRIM=793.56'INV N=785.84'INV E=785.06'INV SW=784.99'EX. 3/4" WATER SERVICEMRW INVESTMENTS, LLCIN. 200206120145939
0.23 ACRES
PID 273-008357
6365 RIVERSIDE DRIVE
CENTURION SCIOTO RIVER, LLC
IN. 201608220110757
0.206 ACRESPID 273-008970
6371 RIVERSIDE DRIVE
SEX. 1 1/2" IRRIGATION(ABANDONED)
RIVERSIDE DRIVE
(US 33; R/W VARIES)
EX R/W EX R/W
EX R/W
EX R/W⅊⅊EX ASPHALT
EX ASPHALT
EX CURBEX
C
U
R
BEX
CURBEX CURBE
X
C
U
R
B
EX E/PEX E/P
QUARRY PLACE OWNERS
ASSOCIATION INC.
IN. 201210090150686
0.38 ACRESPID 273-009075
0 RIVERSIDE DRIVE
AEP DUCT BANK
AEP DUCT BANKAEP DUCT BANK
DUBLINK
DUBLI
N
K
42
"
S
A
N
42" SAN
#6365
#6371
1 12" STM
181 2
2'2'3
3
3 3
4 4
4
5
5
56 7
7
7
8
8
8
2'2'L=19.24', R=30.00'
Δ=36°44'27"
N 764468.96
E 1798163.36
N 764480.04
E 1798170.53L=16.95', R=20.00'
Δ=48°33'40"
N 764545.75
E 1798147.64
N 764602.56
E 1798136.17
L=13.15', R=25.00'
Δ=30°08'13"
L=32.16', R=20.00'
Δ=92°07'58"
CONNECT TO
EX MANHOLE
6
2'
CB 1 TO EX MH
775
780
785
790
795
800
775
780
785
790
795
800
EXISTING GROUND
PROPOSED GRADE
793.5793.3793.2793.2793.78793.74793.730+000+57.15
57' - 12" COC 720.13 ADS HP STORM @ 1.00%STA. 0+57.15INV OUT=787.73 (12") NAA-S125AT/C=793.731
N 764579.45E 1798163.28COORDINATES TO B/CSTA. 0+00.00INV IN=787.16 (12") SINV IN=785.84 (12") NINV IN=785.06 (18") EINV OUT=784.99 (24") SWEX MANHOLERIM=793.49EX
N 764634.10E 1798146.55EX. 3/4" WATERSERVICE
COC ITEM 912 BACKFILL
PROPOSED LEGEND
CATCH BASIN
STORM SEWER PIPE
ASPHALT PAVEMENT
PER DETAIL 2, SHEET 8
CONCRETE PAVEMENT
PER DETAIL 3, SHEET 8
190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEEREGISTSTATEOF
I
O
HO
MASON
0 20510
0
H
V 102.5 5
8/12
RIVERSIDE DRIVE
UTILITY PLAN
STM
1
CODED NOTES
BEGIN GRANITE CURB
END GRANITE CURB
MATCH EX. CURB
SAW CUT AND REMOVE EX.
PAVEMENT
SAW CUT EX. CONCRETE DRIVE AT
NEAREST JOINT WITHIN RIGHT OF
WAY
STRAIGHT 18" CONCRETE CURB PER
STANDARD DRAWING RD-11
6" CONCRETE CURB INTEGRAL WITH
DRIVE APRON PER DETAIL 4/8
REMOVE EX. CONCRETE DRIVE
1
2
3
4
5
6
7
8
NOTES:
1. ALL CONNECTIONS TO EXISTING CATCH BASINS
AND/OR MANHOLES SHALL BE CORE DRILLED.
2. CONNECTIONS TO EXISTING UTILITIES REQUIRE
INSPECTION BY THE CITY OF DUBLIN.
3. ALL BACKFILL PER CITY OF COLUMBUS ITEM 911
UNLESS OTHERWISE SPECIFIED
4. TWO-WAY, TWO LANE TRAFFIC SHALL BE MAINTAINED
DURING CONSTRUCTION OPERATIONS ON RIVERSIDE
DRIVE PER FIGURE 6H-6 (TA-6) OF OHIO MANUAL
UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD),
SHOULDER WORK WITH MINOR ENCROACHMENT.
PROFILE VERTICAL DATUM = NAVD 88
ITEM 609 - GRANITE
CURB (18" X 6")
18 STANDARD DUTY
CONCRETE PAVEMENT DETAIL
N.T.S.
ITEM 452 8" NONREINFORCED CONCRETE PAVEMENT
ITEM 304 6" AGGREGATE BASE
ITEM 204 SUBGRADE COMPACTION AND PROOF ROLLING
1
2
3
1 2 3
HEAVY DUTY
ASPHALT PAVEMENT DETAIL
N.T.S.
ITEM 442 1.5" ASPHALT CONCRETE SURFACE COURSE,
12.5 MM, TYPE A (448)
ITEM 407 NTSS-1HM TRACKLESS TACK COAT FOR
INTERMEDIATE COURSE (0.06 GAL/SY)
ITEM 442 1.75" ASPHALT CONCRETE INTERMEDIATE
COURSE, 19 MM, TYPE A (448)
ITEM 407 NTSS-1HM TRACKLESS TACK COAT (0.08 GAL/SY)
ITEM 301 9" ASPHALT CONCRETE BASE, PG64-22
ITEM 304 6" AGGREGATE BASE
ITEM 204 SUBGRADE COMPACTION AND PROOF ROLLING
1
2
3
4
5
6
7
1 2 3 5 6 74
28
38
6" CONCRETE CURB INTEGRAL
WITH DRIVE APRON
N.T.S.
SURFACE OF CONCRETE PAVEMENT
3" R
1/4" R
18"
6"
12"
6"
6"5"
48
CONCRETE PER
DETAIL 3 SHEET 8
790795787788789791
792
793
794 790791
792
793
794
791
792
793
790
790791792793
794
7
9
2
792
793
794
794
793TVTVTV8"42"12"WE12" RCP
18" RCP24"
R
C
P
6" P
V
C
24" RCP24" RCP8" PVCDDDEX CATCH BASINGRATE=788.37'INV=785.00'
BENCH MARK #1X-CUT ON CORNER
OF CB RIMELEV=788.36'
EX STM MHRIM=790.27'INV W=784.74'INV N=782.42'INV NW=782.22'
EX CATCH BASIN
GRATE=789.11'INV SW=786.81'INV NE=783.38'
INV SE=783.38'
EX STM MHRIM=793.56'INV N=785.84'INV E=785.06'INV SW=784.99'EX. 3/4" WATER SERVICEMRW INVESTMENTS, LLC
IN. 200206120145939
0.23 ACRESPID 273-008357
6365 RIVERSIDE DRIVE
CENTURION SCIOTO RIVER, LLCIN. 201608220110757
0.206 ACRES
PID 273-008970
6371 RIVERSIDE DRIVE
SEX. 1 1/2" IRRIGATION
(ABANDONED)
RIVERSIDE DRIVE
(US 33; R/W VARIES)
EX R/W EX R/W
EX R/W
EX R/W⅊⅊EX ASPHALT
EX ASPHALT
EX CURBEX
C
U
R
BEX CURBEX CURBE
X
C
U
R
B
QUARRY PLACE OWNERS
ASSOCIATION INC.IN. 201210090150686
0.38 ACRES
PID 273-009075
0 RIVERSIDE DRIVE
AEP DUCT BANK
AEP DUCT BANKAEP DUCT BANK
DUBLINK
DUBLI
N
K
42
"
S
A
N
42" SAN
#6365
#6371
1
794
793 793 793793
SWS
W
SWSW
SWDC
NOTE: ALL WORK SHALL
REMAIN WITHIN THE
RIGHT OF WAYSW
SWSWSWSWSWSWSWSWSWSWSWSWSW794.43
793.93
793.96+/-
794.53
794.03
794.06+/-
793.91+/-793.41+/-
793.44+/-
793.40+/-
792.90+/-
792.95+/-
793.74+/-793.84+/-
793.40
793.90 793.51+/-793.01+/-
793.09+/-
793.45+/-
793.42+/-
793.84
793.34
793.37+/-793.35+/-
793.88
793.38
793.41+/-
793.12 792.62
792.59+/-792.49+/-
792.61+/-
793.60
793.10
793.11+/-
793.61+/-793.50+/-
793.47
793.73 T/C
792.47+/-
793.13+/-
190284.000
12/05/2022
SHEET NO.
SHEET NAME:
NO.DATE DESCRIPTION
I N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E SSCALE:
PROJECT NO:
DATE:
SEAL:
CITY OF DUBLIN
STORMWATER
IMPROVEMENT
PROGRAM
PROJECT NO. 19-028.2-CIP
KLEINGERSGROUP
THE
www.kleingers.comCIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
Westerville, OH 43082
614.882.4311
Suite B350 Worthington Rd
E-81272
MALCOM
PR
O
FESSIONAL E N G INEERR DEEREGISTSTATEOF
I
O
HO
MASON
0 20510
9/12
RIVERSIDE DRIVE
EROSION
CONTROL PLAN
PROPOSED EROSION CONTROL LEGEND
DANDY CURB SACK INLET PROTECTION
STRAW WATTLE
LIMITS OF DISTURBANCE
SEEDING AREA
DC
SW
PROPOSED LEGEND
CATCH BASIN
STORM SEWER PIPE
MAJOR CONTOURS
MINOR CONTOURS
SPOT ELEVATION
1
870
871
PROJECT DATA
PROJECT DESCRIPTION:
THE PROJECT WILL INCLUDE THE INSTALLATION OF STORM SEWER ALONG THE WEST SIDE OF RIVERSIDE DRIVE, SOUTH OF STATE ROUTE 161.
LATITUDE:N 40°05'51.40"
LONGITUDE:W 83°06'31.90"
ESTIMATED CONSTRUCTIONS DATES:03/01/2023 - 04/30/2023
TOTAL SITE AREA:0.035 ACRES
TOTAL DISTURBED AREA:0.035 ACRES
EXISTING IMPERVIOUS AREA:0.012 ACRES
PROPOSED IMPERVIOUS AREA: 0.012 ACRES
TOTAL IMPERVIOUS AREA AFTER CONSTRUCTION: 0.012 ACRES
INCREASE IN IMPERVIOUS AREA: 0%
PRE-CONSTRUCTION RUNOFF COEFFICIENT : C=0.70
POST-CONSTRUCTION RUNOFF COEFFICIENT: C=0.70
IMMEDIATE RECEIVING WATER/MS4: MS4 TO SCIOTO RIVER
ULTIMATE RECEIVING STREAM:SCIOTO RIVER
EXISTING LAND USE:COMMERCIAL, ROADWAY
SOILS:MoB - MILTON SILT LOAM, 2 TO 6 PERCENT SLOPES
RhD2 - RITCHEY SILT LOAM, 12 TO 18 PERCENT SLOPES, ERODED
CONSTRUCTION SEQUENCE
TO COMPLETE THE EXCAVATION AND CONSTRUCTION OF THE PROPOSED JOB IMPROVEMENTS, COORDINATION OF THE CONTRACTOR'S WORK CREWS WILL BE
REQUIRED. THE EXISTING DITCHES WILL PERFORM TEMPORARY SEDIMENT CONTROL AND STORAGE DURING THE PROPOSED CONSTRUCTION. WORK WILL
GENERALLY PROCEED FROM DOWNSTREAM TO UPSTREAM IN THESE WORK AREAS. THE GENERAL CONSTRUCTION SEQUENCE IS AS FOLLOWS:
A) INSTALL EROSION CONTROL ITEMS.
B) STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL THROUGH THE INCREMENTAL WORK AREA.
C) INSTALL TEMPORARY DITCH CHECKS IN DOWNSTREAM END OF EXISTING DITCH WITHIN 24 HOURS FOLLOWING THE STRIPPING OPERATION.
D) IF U/G PIPE IS CALLED FOR IN THIS PORTION OF WORK AREA, PIPE CREW WILL INSTALL PIPE AS WELL AS MANHOLES.
E) AS PIPE INSTALLATION PROGRESSES, REPAIR OF THE ROADWAY WILL PROCEED BEHIND IT.
F) ANY DISTURBED OR EXPOSED AREAS SHALL BE STABILIZED PER OEPA TEMPORARY AND PERMANENT STABILIZATION REGULATIONS INCLUDING:
1. SEEDING
2. DITCH MATTING
3. INLET PROTECTION
4. MULCHING
5. WATERING
915.00
STM
h:\Columbus\P\190284\000\_DWG\_Sheets\_Phase 2\190284CERO000_RIVERSIDE.dwg, 12/5/2022 11:47:17 AM, dymeyer
48"6"18"22"16"4"5"5"8"4"EE6"7"20"22"28"20"5"3"15"12"15"9"8"10"2"6"6"6"12"5"4"3"ACTDSTOCKTON WAY(50' R/W)20' COLUMBIA GAS EASEMENTOR 29168 G-1225' NO BUILD ZONE35' DRAINAGE EASEMENT15' BIKE PATH EASEMENT
15' BIKE PATH EASEMENT
8' EASEMENT
12' EASEMENT JOSEPH A. BUCCI AND ROSE MARY BUCCIOR 25662 H-052.715 ACRESCITY OF DUBLININ. 2001030100417192.669 ACRESCITY OF DUBLININ. 2001030100417192.637 ACRESCITY OF DUBLININ. 2001091202109052.674 ACRESRICHARD A. KING AND KATHLEEN K. KINGIN. 2004100702340945725 STOCKTON WAYPARCEL 274-000679CATHY GATESIN. 2005071301379625733 STOCKTON WAYPARCEL 274-000680STM MH W/GRATERIM=930.17'INV E=925.19'INV S=924.87'INV W=924.58'CATCH BASINGRATE=929.27'INV W=925.79'BENCHMARK #5X-CUT ON N BOLTOF FIRE HYDRANTELEV=932.46'BENCHMARK #4BOX-CUT ON WEDGE OF SAN MHELEV=931.69'16" HP GAS LINEFOUNTAIN / POND20'25'35'15'15'8'12'20'25'35'20' COLUMBIA GAS EASEMENTOR 29168 G-1225' NO BUILD ZONE35' DRAINAGE EASEMENT15" STM15" STM24" STM15" STM
FF=933.90'EX R/WC/LEX. E/P⅊EX R/WEX R/WEX R/WEX R/WEX. E/PEX. E/PEX. E/P⅊
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⅊⅊#5733#572513234190284.00012/05/2022SHEET NO.SHEET NAME:NO.DATEDESCRIPTIONI N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E S
SCALE:PROJECT NO:DATE:SEAL:CITY OF DUBLINSTORMWATERIMPROVEMENTPROGRAMPROJECT NO. 19-028.2-CIPKLEINGERSGROUPTHEwww.kleingers.comCIVIL ENGINEERINGSURVEYINGLANDSCAPEARCHITECTUREWesterville, OH 43082614.882.4311Suite B350 Worthington RdE-81272MALCOMPROFESSIONALENGINEERRD
EEREGIST ST
A
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EOFIOHOMASON10/12STOCKTON WAYDEMOLITIONPLAN04010 20CODED NOTESREMOVE EX. STUMPREMOVE & REPLACE EX. LANDSCAPING WITHINDISTURBED AREA. REPLACE WITH LIKE MATERIALSAWCUT EX. PAVEMENTREMOVE EX. SHARED USE PATH1234DEMOLITION LEGENDREMOVE EX. SHARED USE PATHSAWCUTREMOVE EX. LANDSCAPINGSHARED USE PATHLANDSCAPE AREAHARDWOOD TREEGROUND LIGHTGUARD POST (PIPE BOLLARD)UTILITY POLEUNDERGROUND ELECTRICSIGNFENCEGUY WIRELIGHT POLEOVERHEAD ELECTRIC1" IRON PIPE FOUND5/8" IRON PIN FOUND5/8" CAPPED IRON PIN SETUEETRANSFORMERUNDERGROUND TELEPHONEOVERHEAD TELEPHONEUTTELECTRIC BOXEXFLAG POLEGPFPCONTOUR LINES801805CONCRETEGRAVELBENCHMARKHVAC UNITACTELEPHONE MANHOLETELEPHONE PEDESTALTTTRAFFIC SIGNAL POLETRPFIRE HYDRANTSTORM SEWERSANITARY SEWERWATER MAINGAS MAINSANITARY MANHOLECATCH BASINWATER METERWATER VALVEGWWIRRIGATION CONTROL VALVEWMYARD DRAINDOWN SPOUTDSYDCLEAN OUTGAS VALVEUNDERGROUND CABLE TVUCATVGINLETTRAFFIC CONTROL CABINETTRNAIL FOUNDNAIL SETASPHALTRR SPIKE SETWATER MANHOLEWSTORM MANHOLESDCOh:\Columbus\P\190284\000\_DWG\_Sheets\_Phase 2\190284CDEM000_STOCKTON.dwg, 12/5/2022 11:47:26 AM, dymeyer
48"6"18"22"16"4"5"5"8"4"EE6"7"20"22"28"20"5"3"15"12"15"9"8"10"2"6"12"5"4"3"ACTDSTOCKTON WAY(50' R/W)20' COLUMBIA GAS EASEMENTOR 29168 G-1225' NO BUILD ZONE35' DRAINAGE EASEMENT15' BIKE PATH EASEMENT
15' BIKE PATH EASEMENT
8' EASEMENT
12' EASEMENT JOSEPH A. BUCCI AND ROSE MARY BUCCIOR 25662 H-052.715 ACRESCITY OF DUBLININ. 2001030100417192.669 ACRESCITY OF DUBLININ. 2001030100417192.637 ACRESCITY OF DUBLININ. 2001091202109052.674 ACRESRICHARD A. KING AND KATHLEEN K. KINGIN. 2004100702340945725 STOCKTON WAYPARCEL 274-000679CATHY GATESIN. 2005071301379625733 STOCKTON WAYPARCEL 274-000680STM MH W/GRATERIM=930.17'INV E=925.19'INV S=924.87'INV W=924.58'CATCH BASINGRATE=929.27'INV W=925.79'BENCHMARK #5X-CUT ON N BOLTOF FIRE HYDRANTELEV=932.46'BENCHMARK #4BOX-CUT ON WEDGE OF SAN MHELEV=931.69'16" HP GAS LINEFOUNTAIN / POND20'25'35'15'15'8'12'20'25'35'20' COLUMBIA GAS EASEMENTOR 29168 G-1225' NO BUILD ZONE35' DRAINAGE EASEMENT15" STM15" STM24" STM15" STM
FF=933.90'EX R/WC/LEX. E/P⅊EX R/WEX R/WEX R/WEX R/WEX. E/PEX. E/PEX. E/P⅊
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⅊⅊#5733#572512" STM112" STM3CONNECT TOEX. CATCH BASINCONTRACTOR TO VERIFY LOCATION/DEPTH OF GASPRIOR TO CONSTRUCTION AND CONTACT DESIGNENGINEER IF CONFLICTING WITH PROP. STORM.CONTRACTOR SHALL CONTACT COLUMBIA GAS ANDENSURE A COLUMBIA GAS REPRESENTATIVE IS ONSITE PRIOR TO WORKING WITHIN 25-FEET OF GAS LINECONTACT: BBROWN@NISOURCE.COM; (614) 460-5514EX. UNDERGROUND ELECTRIC INVICINITY OF EX. CATCH BASIN.CONTRACTOR TO VERIFYLOCATION/DEPTH OF EX. ELECTRICPRIOR TO CONSTRUCTION.212" STMCAUTIONCAUTIONEX CB TO CB-2920925930935940920925930935940EXISTING GROUND929.2
929.5
929.8
930.1
929.9
929.8
929.7
929.80
929.43
929.60
929.76
929.41
0+001+001+38.74STA. 0+00.00
INV IN=927.06 (12") NINV OUT=925.79 (15") W
EX. CATCH BASINGRATE=929.27EX CBN 759384.15E 1782941.0939' - 12" COC 720.13ADS HP STORM @ 0.44%STA. 0+38.65
INV IN=927.23 (12") W
INV OUT=927.23 (12") S
AA-S133A
GRATE=929.61 1N 759422.28
E 1782934.7059' - 12" COC 720.13 ADS HP STORM @ 0.44%STA. 1+38.74
INV OUT=927.67 (12") E
AA-S133A
GRATE=929.42 3N 759422.92
E 1782834.64
EX. 16" HP GASVERIFY DEPTH & LOCATION OF EXISTING GAS LINE.CONTACT DESIGN ENGINEER IF CONFLICTING W. PROP. STORM.CONTRACTOR SHALL CONTACT COLUMBIA GAS AND ENSURE ACOLUMBIA GAS REPRESENTATIVE IS ON SITE PRIOR TO WORKINGWITHIN 25-FEET OF GAS LINECONTACT: BBROWN@NISOURCE.COM; (614) 460-5514INV IN=927.06 (12") NPROPOSED GRADECAUTIONSTA. 0+79.49
INV IN=927.41 (12") W
INV OUT=927.41 (12") E
AA-S133A
GRATE=929.27 2N 759423.65
E 1782893.89
18"
MIN41' - 12" COC 720.13ADS HP STORM @ 0.44%190284.00012/05/2022SHEET NO.SHEET NAME:NO.DATEDESCRIPTIONI N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E S
SCALE:PROJECT NO:DATE:SEAL:CITY OF DUBLINSTORMWATERIMPROVEMENTPROGRAMPROJECT NO. 19-028.2-CIPKLEINGERSGROUPTHEwww.kleingers.comCIVIL ENGINEERINGSURVEYINGLANDSCAPEARCHITECTUREWesterville, OH 43082614.882.4311Suite B350 Worthington RdE-81272MALCOMPROFESSIONALENGINEERRD
EEREGIST ST
A
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EOFIOHOMASON11/12STOCKTON WAYUTILITY PLAN04010 200HV102.55PROPOSED LEGENDSTORM SEWER PIPECATCH BASINPROPOSED ASPHALT SHARED PATH PER CITY OFDUBLIN STANDARD DRAWING RD-06NOTES:1. ALL CONNECTIONS TO EXISTING CATCH BASINSAND/OR MANHOLES SHALL BE CORE DRILLED.2. CONNECTIONS TO EXISTING UTILITIES REQUIREINSPECTION BY THE CITY OF DUBLIN.3. ALL BACKFILL PER CITY OF COLUMBUS ITEM 911UNLESS OTHERWISE SPECIFIEDPROFILE VERTICAL DATUM = NAVD 881STMh:\Columbus\P\190284\000\_DWG\_Sheets\_Phase 2\190284CUTL000_STOCKTON.dwg, 12/5/2022 11:47:38 AM, dymeyer
TPTPT
P
TPTPTPTPTPTPTPTPTP
TPTPTPTP
48"6"18"22"16"4"5"5"8"4"EE6"7"20"22"28"20"5"3"15"12"15"9"8"10"2"6"12"5"4"3"ACTDSTOCKTON WAY(50' R/W)20' COLUMBIA GAS EASEMENTOR 29168 G-1225' NO BUILD ZONE35' DRAINAGE EASEMENT15' BIKE PATH EASEMENT
15' BIKE PATH EASEMENT
8' EASEMENT
12' EASEMENT JOSEPH A. BUCCI AND ROSE MARY BUCCIOR 25662 H-052.715 ACRESCITY OF DUBLININ. 2001030100417192.669 ACRESCITY OF DUBLININ. 2001030100417192.637 ACRESCITY OF DUBLININ. 2001091202109052.674 ACRESRICHARD A. KING AND KATHLEEN K. KINGIN. 2004100702340945725 STOCKTON WAYPARCEL 274-000679CATHY GATESIN. 2005071301379625733 STOCKTON WAYPARCEL 274-000680STM MH W/GRATERIM=930.17'INV E=925.19'INV S=924.87'INV W=924.58'CATCH BASINGRATE=929.27'INV W=925.79'BENCHMARK #5X-CUT ON N BOLTOF FIRE HYDRANTELEV=932.46'BENCHMARK #4BOX-CUT ON WEDGE OF SAN MHELEV=931.69'16" HP GAS LINEFOUNTAIN / POND20'25'35'15'15'8'12'20'25'35'20' COLUMBIA GAS EASEMENTOR 29168 G-1225' NO BUILD ZONE35' DRAINAGE EASEMENT15" STM15" STM24" STM15" STM
FF=933.90'EX R/WC/LEX. E/P⅊EX R/WEX R/WEX R/WEX R/WEX. E/PEX. E/PEX. E/P⅊
⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊
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⅊⅊#5733#57259329329339
3
1930 9
3
0
93093093193093093093093
0930
930930930
13929.64929.41929.61929.42929.61929.27930930929.75930.12930.0992
9
.
8
6 930.10929.67930930929.58MATCH EXISTINGMATCH EXISTING929.79929.55929.96CONTRACTOR TO VERIFY LOCATION/DEPTH OF GASPRIOR TO CONSTRUCTION AND CONTACT DESIGNENGINEER IF CONFLICTING WITH PROP. STORM.CONTRACTOR SHALL CONTACT COLUMBIA GAS ANDENSURE A COLUMBIA GAS REPRESENTATIVE IS ONSITE PRIOR TO WORKING WITHIN 25-FEET OF GAS LINECONTACT: BBROWN@NISOURCE.COM; (614) 460-5514EX. UNDERGROUND ELECTRIC INVICINITY OF EX. CATCH BASIN.CONTRACTOR TO VERIFYLOCATION/DEPTH OF EX. ELECTRICPRIOR TO CONSTRUCTION.CAUTIONCAUTIONDBDBDBDB2190284.00012/05/2022SHEET NO.SHEET NAME:NO.DATEDESCRIPTIONI N S P I R E D P E O P L E C R E A T I V E D E S I G N T R A N S F O R M I N G C O M M U N I T I E S
SCALE:PROJECT NO:DATE:SEAL:CITY OF DUBLINSTORMWATERIMPROVEMENTPROGRAMPROJECT NO. 19-028.2-CIPKLEINGERSGROUPTHEwww.kleingers.comCIVIL ENGINEERINGSURVEYINGLANDSCAPEARCHITECTUREWesterville, OH 43082614.882.4311Suite B350 Worthington RdE-81272MALCOMPROFESSIONALENGINEERRD
EEREGIST ST
A
T
EOFIOHOMASON12/12STOCKTON WAYEROSIONCONTROL PLAN04010 20PROJECT DATAPROJECT DESCRIPTION:THE PROJECT WILL INCLUDE THE INSTALLATION OF STORM SEWER AT THE NORTH SIDE OF STOCKTON WAY.LATITUDE:N 40°04'59.2"LONGITUDE:W 83°09'47.7"ESTIMATED CONSTRUCTIONS DATES:11/01/2020 - 12/30/2020TOTAL SITE AREA:0.96 ACRESTOTAL DISTURBED AREA:0.069 ACRESEXISTING IMPERVIOUS AREA:0.186 ACRESPROPOSED IMPERVIOUS AREA: 0.000 ACRESTOTAL IMPERVIOUS AREA AFTER CONSTRUCTION: 0.186 ACRESINCREASE IN IMPERVIOUS AREA: 0%PRE-CONSTRUCTION RUNOFF COEFFICIENT : C=0.51POST-CONSTRUCTION RUNOFF COEFFICIENT: C=0.51IMMEDIATE RECEIVING WATER/MS4: MS4 TO SCIOTO RIVERULTIMATE RECEIVING STREAM:SCIOTO RIVEREXISTING LAND USE:RESIDENTIALSOILS:CrA - CROSBY SILT LOAM, SOUTHERN OHIO TILL, 0 TO 2 PERCENT SLOPESKo - KOKOMO SILTY CLAY LOAM, 0 TO 2 PERCENT SLOPESCONSTRUCTION SEQUENCETO COMPLETE THE EXCAVATION AND CONSTRUCTION OF THE PROPOSED JOB IMPROVEMENTS, COORDINATION OF THECONTRACTOR'S WORK CREWS WILL BE REQUIRED. THE PROPOSED DANDY BAGS WILL PERFORM TEMPORARY SEDIMENTCONTROL DURING THE PROPOSED CONSTRUCTION. WORK WILL GENERALLY PROCEED FROM DOWNSTREAM TO UPSTREAMIN THESE WORK AREAS. THE GENERAL CONSTRUCTION SEQUENCE IS AS FOLLOWS:A) INSTALL INLET PROTECTION & EROSION CONTROL ITEMS.B) STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL THROUGH THE INCREMENTAL WORK AREA.C) PERFORM PROPOSED GRADING.D) INSTALL SITE UTILITIES, INSTALLING INLET PROTECTION ON NEW STORM STRUCTURES AS WORK PROGRESSES.E) ANY DISTURBED OR EXPOSED AREAS SHALL BE STABILIZED PER OEPA TEMPORARY AND PERMANENT STABILIZATIONREGULATIONS INCLUDING:1. SEEDING2. DITCH MATTING3. INLET PROTECTION4. MULCHING5. WATERINGF) INSTALL FINAL PAVING, FINE GRADE, AND PERFORM PERMANENT SEEDING.G) PROVIDE PERMANENT STABILIZATION FOR ANY DISTURBED AREAS AND REMOVE EROSION CONTROL ITEMS.PROPOSED EROSION CONTROL LEGENDDANDY BAG INLET PROTECTIONLIMITS OF DISTURBANCESEEDING AREATREE PROTECTIONDBPROPOSED LEGENDCATCH BASINSTORM SEWER PIPESHARED USE PATHMAJOR CONTOURSMINOR CONTOURSSPOT ELEVATIONEX. MINOR CONTOURSEX. MAJOR CONTOURS870871915.00NOTES:1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALLEXISTING UTILITIES BEFORE CONSTRUCTION BEGINS.USE CAUTION WHEN EXCAVATING. IF EXISTING UTILITIESARE IN CONFLICT WITH PROPOSED UTILITIES, PLEASENOTIFY THE DESIGN ENGINEER.871870TP1STMh:\Columbus\P\190284\000\_DWG\_Sheets\_Phase 2\190284CERO000_STOCKTON.dwg, 12/5/2022 11:47:46 AM, dymeyer