Resolution 75-21
To: Members of Dublin City Council
From: Dana L. McDaniel, City Manager
Date: November 30, 2021
Initiated By: Robert E. Ranc, Jr., Deputy City Manager/Chief Operating Officer
Paul A. Hammersmith, PE, Director of Engineering/City Engineer
C. Aaron Stanford, PE, Deputy Director of Engineering - Utilities
Re: Resolution 75-21 – Accepting the Lowest and Best Bid for the Bright Road 12-inch
Water Main Extension Project (19-023-CIP)
Summary
On November 18, 2021, five (5) bids were received and publicly opened through Bid Express by
Division of Engineering staff for the Bright Road 12-inch Water Main Extension Project (19-023-CIP).
This project will construct approximately 600 feet of new 12-inch water main on Bright Road between
the Emerald Parkway/Bright Road roundabout to an existing 12-inch water main located near 3892
Inverness Circle (see location map on following page). Once completed, this project will provide a
looped water main connection for Riverside Woods, Bryson Cove, Hanna Hills, Kiplinger Estates, the
Glenbriar neighborhoods, Dublin Scioto High School, and the Washington Township Fire Department
Station 92. Currently, there is only a single 12-inch water main supplying water beyond the Emerald
Parkway and Hard Road Intersection. Additionally, this water main extension will serve the Areas 4A,
4B and 4C utility extension areas.
All work for this project either will occur within the existing right-of-way of Bright Road or in fee
simple right-of-way acquired from two separate parcels as approved by Ordinances 36-21 and 37-21.
For City Council’s reference, a copy of the construction drawings for this work has been provided for
review in the BoardPaq packet for the December 6, 2021 City Council meeting, or a hard copy is
available for review upon request.
The Engineer’s estimate for this project is $199,667. The project was originally budgeted for
$135,000 in the 2021-2025 Capital Improvements Program. Funding for this project is available from
remaining appropriations for projects programmed in the Water Fund in the 2022-2026 Capital
Improvements Program.
Strawser Paving Company, Inc. submitted the lowest and best bid of $142,905. Staff has reviewed all
bids and a summary of the bids received is listed below.
Bidder Bid as Read Bid as Read Corrected Bid Over (+) or Under (-)
Engineer’s Estimate
Strawser Paving Company, Inc. $142,905 -28.4% N/A
Conie Construction Co. $145,015 -27.4% N/A
Danbert, Inc. $154,599.45 -22.6% N/A
BK Layer LLC $159,200 -20.3% N/A
I-Dig Construction Group $187,888.83 -5.9% N/A
Office of the City Manager
5555 Perimeter Drive • Dublin, OH 43017-1090
Phone: 614-410-4400 • Fax: 614-410-4490 Memo
Resolution 75-21 – Accepting the Lowest and Best Bid for the Bright Road 12-inch Water Main
Extension Project (19-023-CIP)
November 30, 2021
Page 2 of 2
The design and property acquisition for this project were programmed in 2019 with the construction
programmed in 2020. The design commenced in late 2019, which was followed by the property
acquisition in 2020. The property acquisition required more time than anticipated and was complete
in August of this year. The schedule after the acquisitions was to advertise the project for bid in late
2021. Once the construction contract is executed, construction activities are expected to commence
in early 2022, and the completion date is May 14, 2022.
All work will be performed while maintaining traffic, with efforts being taken to minimize interruptions
to motorists, provide access for emergency services, maintain access to driveways and adjacent
properties, while consistently providing a safe work area for motorists and workers. There may be
limited and varying daytime flagger operations as necessary. The typical and customary
communication methods will be used to convey construction information to residents and motorists
throughout the duration of the work for this Project.
Location Map
Recommendation
Staff has thoroughly reviewed the bid submitted by Strawser Paving Company, Inc. Previous
experience with Strawser Paving Company has been generally favorable, including these recent
projects: 2021 Street Maintenance Program, Phases 1 and 2; 2020 Street Maintenance Program,
Phase 1; and the Glick Road Shared Use Path (2021). Staff has recently clarified the City’s expectation
concerning communication and coordination during projects with Strawser Paving Company, and staff
is confident Strawser Paving Company, Inc. will perform well on this project.
Staff recommends Council approval of Resolution 75-21 accepting as lowest and best the bid of
Strawser Paving Company, Inc. in the amount of $142,905 and authorizing the City Manager to enter
into a contract with Strawser Paving Company, Inc. for this project.
2550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSIONUTILITY LEGEND
GAS
SANITARY GRAVITY
SANITARY SERVICE
SANITARY FORCE MAIN
WATER
DOMESTIC WATER SERVICE
FIRE WATER SERVICE
ELECTRIC
TELECOMMUNICATION
FIBER-OPTIC
LIGHTING
STORM SEWER
UNDERDRAIN
CLEAN OUT
CATCH BASIN
HEADWALL
SANITARY MANHOLE
FIRE HYDRANT
WATER VALVE
REDUCER
FIRE DEPARTMENT CONNECTION
LIGHT POLE (BY OTHERS)
STM
WV
FDC
CO
SITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PARKING STALL COUNT
ADA PARKING STALL COUNT
STRAIGHT CURB
CURB AND GUTTER
LIGHT POLE (BY OTHERS)
FENCE
PARKING BLOCK
SIGN
CONCRETE BOLLARD
HEAVY DUTY ASPHALT PAVEMENT
STANDARD DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE
CONCRETE WALK
GRAVEL PATH
CLEAN OUT
CATCH BASIN
HEADWALL
SANITARY MANHOLE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
PAVEMENT MARKINGS
FDC
CO
X
X
EXISTING LEGEND
PROPERTY LINE
RIGHT-OF-WAY
PAVEMENT/SIDEWALK
PAVEMENT STRIPING
CURB
ROAD CENTERLINE
TREE DRIP LINE
FENCE
STREAM
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
FIBER OPTIC LINE
ELECTRIC
OVERHEAD ELECRIC
TELECOMMUNICATION
CABLE TELEVISION
AERIAL PHOTO POINT
AERIAL TARGET FULL
AIR CONDITIONER
AXLE FOUND
BEAM PILE
BENCH MARK FOUND
BUSH
CABLE TV PEDESTAL
CARPENTER'S NAIL FOUND
CLEAN OUT
CONCRETE MONUMENT SET
CONCRETE MOUMENT FOUND
CONTROL CENTER BASE
COTTON GIN SPIKE SET
COTTON GIN SPIKE FOUND
CROSS CUT FOUND
CROSS CUT SET
CURB INLET
DRAIN
DRAINAGE INLET ROUND
DRAINAGE INLET SQUARE
DRILL HOLE FOUND
DRILL HOLE SET
DRY WELL
ELECTRIC BOX
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC TRANSFORMER
FIRE HYDRANT
FLAG POLE
GAS MANHOLE
GAS MARKER
GAS METER
GAS SERVICE VALVE
GAS VALVE
GAS VENT
GAS WELL
GOVERNMENT CONTROL POINT FOUND
GOVERNMENT CONTROL POINT SET
GUY WIRE
HEADSTONE
HIGH MAST TOWER LIGHT
IRON PIN & CAP FOUND
IRON PIN FOUND
IRON PIN SET
IRON PIPE SET
LIGHT POLE
LIGHTING PULL BOX
MAG NAIL FOUND
MAG NAIL SET
MAILBOX
MEDIAN INLET
MINE SPIKE FOUND
MINE SPIKE SET
MONITORING WELL
MONUMENT BOX FOUND
MONUMENT BOX SET
NEWS PAPER BOX
OIL WELL
PAINT ARROW LEFT
PAINT ARROW RIGHT
PAINT ARROW STRAIGHT
PAINT ONLY
PAINT SCHOOL
PAINT STOP
PARKING HANDICAPPED
PARKING METER
PAY TELEPHONE
PETROLEUM PUMP
PINE TREE
PIPE PILE
PK NAIL FOUND
PK NAIL SET
POINT OF CURVE
POST
POWER & LIGHT POLE
POWER & TELEPHONE POLE
POWER LINE MARKER
POWER POLE
QUARTER SECTION CORNER
RAIL ROAD CROSSING SIGNAL
RAIL SWITCH
RAILROAD SPIKE FOUND
RAILROAD SPIKE SET
ROCK
SANITARY MANHOLE
SANITARY MARKER
SANITARY VALVE
SANITARY VENT
SATELLITE DISH
SECTION CORNER
SEPTIC TANK
SIGN
SIGN LUMINAIRE
SIGNAL PEDESTAL
SIGNAL SUPPORT POLE
SOIL BORING INSTRUMENTED
SOIL BORING PROJECT
SOIL BORING TARGET
SPRING DEVELOPED
SPRING UNDEVELOPED
SPRINKLER HEAD
STATIONARY GRILL
STORM MANHOLE
STUMP
TACKED HUB FOUND
TACKED HUB SET
TANK FILLER CAP
T-BAR FOUND
TELEPHONE BOOTH
TELEPHONE LIGHT POLE
TELEPHONE MANHOLE
TELEPHONE MARKER
TELEPHONE PEDESTAL
TELEPHONE POLE
TOWER
TRAFFIC MANHOLE
TRAFFIC PULL BOX
TRAFFIC SIGNAL BOX
TRAFFIC SIGNAL CONTROLLER (POLE MT)
TREE
UNIDENTIFIED MANHOLE
UNIDENTIFIED OBJECT
UNKNOWN POLE
UNKNOWN WELL
UTILITY VALVE (MISC)
WATER MANHOLE
WATER MARKER
WATER METER
WATER SERVICE VALVE
WATER VALVE
WATER VENT
WATER WELL DRILLED
WATER WELL DRILLED W/ WELL LOG
WATER WELL DUG
YARD LIGHT
EXISTING SYMBOLS LEGEND
NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED.
DISCLAIMER
2550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSIONGENERAL NOTES (CITY OF DUBLIN)
1.CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND
MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO
(HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL
CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN SPECIFICATIONS
IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY THE CITY ENGINEER.
ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS UNLESS OTHERWISE
NOTED.
2.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,
TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE CITY
ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR FAILURE BY
THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS.
3.THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES OF
INTENT (NOI), BUILDING PERMITS, ETC.
4.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN WRITING AT
LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE
AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT
OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE PROTECTION OF
PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY
REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, INCLUDING
THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146.
6.FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE
REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF
ENGINEERING THAT DOCUMENTS "AS-BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND
ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE PREPARED,
SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE CONSTRUCTIONS
DRAWINGS.
7.THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT-OF-WAY AND
AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS, UNLESS
OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,
REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IN
CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN OHIO
PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
9.NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR
HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATERCOURSES THAT ARE
DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS-SECTIONS
THAT EXISTED BEFORE CONSTRUCTION.
11.TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR COMMERCIAL
DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION 97.38 OF THE
DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED UP IMMEDIATELY
BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR FAILS TO REMOVE SAID
MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT TO REMOVE THESE
MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
12.DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR
FLOODPLAIN) IS NOT PERMITTED.
13.ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN RIGHT-OF-WAY
DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE
SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
14.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR
REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE CITY
ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
15.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF
MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE SUCH
IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF COLUMBUS.
PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT BE APPROVED
FOR INSTALLATION.
16.BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES, ETC.)
OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.) SHALL BE
COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS
OR FLOWABLE CDF, TYPE III ACCORDING TO ITEM 636. ITEM 911 OF THE STANDARD
SPECIFICATIONS SHALL BE USED ELSEWHERE.
17.THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND A
LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY OF
COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING CONSTRUCTION.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISION
CITY OF COLUMBUS
1800 EAST 17TH AVENUE
COLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERING
CITY OF DUBLIN
5800 SHIER RINGS ROAD
DUBLIN, OHIO 43016
18.ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE
APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING HOURS.
TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE PROTECTED BY
APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING HOURS. CLEAN UP
SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
19.IT IS THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING
UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING
UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. CONTACT OUPS UTILITY LOCATING
SERVICE TO FIELD LOCATE EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS
DUE TO CONSTRUCTION.
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 636 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:
2.THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES
PROTECTION SERVICE (TELEPHONE NUMBER 800-362-2764), PRODUCER'S UNDERGROUND
PROTECTION SERVICE (TELEPHONE NUMBER 614-587-0486), AND TO OWNERS OF UNDERGROUND
UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE.
NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START OF CONSTRUCTION.
3.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE CONSTRUCTION
AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS AS ACCURATELY AS
PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY OF DUBLIN AND THE CITY
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR DEPTHS OF UNDERGROUND
FACILITIES SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. IF DAMAGE IS CAUSED, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF THE SAME AND FOR ANY RESULTING
CONTINGENT DAMAGE.
4.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND
APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED
DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE
CITY ENGINEER.
6.PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF
DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
1.TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR ACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(OMUTCD), CURRENT EDITION.
2.ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00 AM TO
9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE CITY
ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM ONE-LANE
TWO-WAY TRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE FLAGMEN
DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENT WHENEVER ONE-LANE, TWO-WAY
TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS DIRECTED BY THE
CITY ENGINEER.
3.IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER
PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED, OFF-DUTY
POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
4.STEADY-BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND
SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT.
5.ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING RESIDENTS
OR BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT FOR
MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY VEHICLES. THE
CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE PROPOSED
MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFIC CONTROL PLAN MUST INCORPORATE
ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC CONTROL PLAN PROPOSED
BY THE CONTRACTOR MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
1.THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT (NOI)
TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO OEPA 45
DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE UNDER THE OHIO
EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION
ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE NOI. A SEDIMENT AND
EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL IF A
SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY BEEN INCLUDED WITH THE
APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE MADE AVAILABLE AT THE PROJECT
SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL SYSTEMS SHALL FOLLOW THE
REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, AND THE CITY ENGINEER. AN INDIVIDUAL NPDES STORMWATER DISCHARGE
PERMIT MAY BE REQUIRED. THE CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
2.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM WATER
RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW, AND STORM
SEWERS.
3.ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT
LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND
TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
4.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES
CONSISTENT WITH EROSION CONTROL PRACTICES.
5.DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE SEEDED OR
PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER SEDIMENT
CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE GROWTH HAS BEEN
ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION BUT NOT BEFORE
GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
1.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE
DEPARTMENT PRIOR TO BLASTING FOR ROCK EXCAVATION. THE CONTRACTOR SHALL SUBMIT
BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE OWNER, AND
THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON "AS-BUILT"
CONSTRUCTION DRAWINGS.
WATERLINE
1.ALL WATER LINE MATERIALS SHALL BE PROVIDED AND INSTALLED ACCORDING TO CURRENT
SPECIFICATIONS OF THE CITY OF COLUMBUS DIVISION OF WATER.
2.ALL PUBLIC WATER PIPE THICKNESS / PRESSURE CLASS SHALL MEET THE REQUIREMENTS OF
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS SPECIFICATIONS. PRIVATE WATER
PIPE SHALL MEET THE APPROVAL OF THE CITY OF COLUMBUS DIVISION OF WATER PRIOR TO
APPROVAL OF THE CONSTRUCTION DRAWINGS.
3.ONLY FIRE HYDRANTS CONFORMING TO CITY OF COLUMBUS STANDARDS WILL BE APPROVED
FOR USE.
4.PUBLIC WATER LINES SHALL BE DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER.
REQUESTS FOR WATER LINE CHLORINATION SHALL BE MADE THROUGH THE CITY OF DUBLIN
DIVISION OF ENGINEERING. THE COST FOR CHLORINATION SHALL BE PAID FOR BY THE
CONTRACTOR.
5.ALL WATER LINES SHALL BE DISINFECTED ACCORDING TO ITEM 801.15 OF THE CITY OF
COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. SPECIAL ATTENTION IS DIRECTED
TO APPLICABLE SECTIONS OF AMERICAN WATER WORKS ASSOCIATION SPECIFICATION C-651,
PARTICULARLY FOR FLUSHING (SECTION 5) AND FOR CHLORINATING VALVES AND FIRE
HYDRANTS (SECTION 7). PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH
SECTION 801.14 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS.
WHEN WATER LINES ARE READY FOR DISINFECTION, THE CITY OF DUBLIN SHALL SUBMIT A
WRITTEN REQUEST FOR CHLORINATION OF THE MAINS THAT NEED DISINFECTED, THREE (3)
SETS OF “AS-BUILT” PLANS (FULL SIZE SHEETS ONLY), THE AS-BUILT SURVEY COORDINATES,
WATER SERVICE REPORTS AND A PRESSURE TEST TO THE CITY OF COLUMBUS, DIVISION OF
WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE
DISINFECTION OF ALL WATER LINES CONSTRUCTION PER THIS PLAN.
6.THE CONTRACTOR SHALL PAINT ALL FIRE HYDRANTS ACCORDING TO CITY OF DUBLIN
STANDARDS. THE COST OF PAINTING FIRE HYDRANTS SHALL BE INCLUDED IN THE CONTRACT
UNIT PRICE FOR FIRE HYDRANTS.
7.NO WATER TAPS OR SERVICE CONNECTIONS (E.G., TO CURB STOPS OR METER PITS) MAY BE
ISSUED UNTIL ADJACENT PUBLIC WATER LINES SERVING THE CONSTRUCTION SITE HAVE BEEN
DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER AND HAVE BEEN ACCEPTED BY
THE CITY ENGINEER. A TAP PERMIT FOR EACH WATER SERVICE MUST BE OBTAINED FROM THE
CITY OF DUBLIN AND THE CITY OF COLUMBUS DIVISION OF WATER BEFORE MAKING ANY TAPS
INTO PUBLIC WATER LINES.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF COLUMBUS DIVISION OF WATER AT 645-7788 AND
THE CITY OF DUBLIN DIVISION OF ENGINEERING AT LEAST 24 HOURS BEFORE TAPPING INTO
EXISTING WATER LINES.
9.ALL WATER MAIN STATIONING SHALL BE BASED ON STREET CENTERLINE STATIONING.
10.ALL BENDS, JOINT DEFLECTIONS AND FITTINGS SHALL BE BACKED WITH CONCRETE PER CITY OF
COLUMBUS STANDARDS.
11.THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED PROPERTY OWNERS AT
LEAST 1 WORKING DAY BUT NOT MORE THAN 3 WORKING DAYS PRIOR TO ANY TEMPORARY
INTERRUPTION OF WATER SERVICE. INTERRUPTION OF WATER SERVICE SHALL BE MINIMIZED
AND MUST BE APPROVED BY THE CITY ENGINEER.
12.WATER METERS SHALL BE INSTALLED INSIDE PROPOSED STRUCTURES UNLESS A METER PIT
INSTALLATION IS APPROVED BY THE CITY OF COLUMBUS DIVISION OF WATER. METER PITS MUST
CONFORM TO STANDARD DRAWINGS L-7103, A&B FOR 5/8" THROUGH 1" METERS OR L-6317, A, B,
C&D FOR 1-1/2" OR LARGER METERS.
13.WATER LINES TO BE INSTALLED IN EMBANKMENT AREAS SHALL BE PLACED AFTER THE
EMBANKMENT HAS BEEN PLACED AND COMPACTED ACCORDING TO THE STANDARD
SPECIFICATIONS.
14.CURB STOP BOXES SHALL BE LOCATED AT LEAST 2 FEET INSIDE THE RIGHT-OF-WAY AND SET AT
FINISHED GRADE.
15.IF THE TOP OF THE OPERATING NUT OF ANY VALVE IS GREATER THAN 36 INCHES BELOW
FINISHED GRADE, AN EXTENSION STEM SHALL BE FURNISHED TO BRING THE TOP OF THE
OPERATING NUT TO WITHIN 24 INCHES OF FINISHED GRADE ELEVATION.
16.ALL WATER LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 4 FEET MEASURED FROM TOP OF
FINISHED GRADE TO TOP OF WATER LINE. WATER LINES SHALL BE SET DEEPER AT ALL POINTS
WHERE NECESSARY TO CLEAR EXISTING OR PROPOSED UTILITY LINES OR OTHER
UNDERGROUND RESTRICTIONS BY A MINIMUM OF 18 INCHES.
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.
PROJECT NOTES
EXPOSE EXISTING UTILITY:
WHERE POTENTIAL GRADE AND ALIGNMENT CONFLICTS MIGHT OCCUR WITH EXISTING UTILITIES, OR
AS SPECIFICALLY CALLED OUT ON THE PLANS, THE CONTRACTOR SHALL EXPOSE UTILITIES OR
STRUCTURES SUFFICIENTLY IN ADVANCE OF LAYING PIPE FOR THE DESIGN ENGINEER TO VERIFY
THE VERTICAL AND HORIZONTAL EFFECT ON THE PROPOSED CONSTRUCTION. ANY DISCREPANCY
WITH THE PLANS SHALL BE COORDINATED WITH THE CITY TO ENSURE THAT THERE ARE NO
CONSTRUCTION OR CONFLICT ISSUES ASSOCIATED WITH SAID DISCREPANCY. THE COST OF THIS
WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS IMPROVEMENT ITEMS IF A
SPECIFIC BID ITEM IS NOT PROVIDED IN THE ESTIMATE OF QUANTITIES.
SITE VISIT:
THE CONTRACTOR SHALL PERFORM FIELD RECONNAISSANCE TO BECOME ACQUAINTED WITH THE
EXISTING SITE CONDITIONS AND THE POTENTIAL EFFECTS UPON THE SCOPE OF WORK.
RIGHT-OF-WAY:
IN ADDITION TO THE DIRECT REQUIREMENTS OF THE CONTRACT SPECIFICATIONS, THE CONTRACTOR
SHALL OBSERVE AND CONFORM TO THEE SPECIFIC REQUIREMENTS OF ALL RIGHTS-OF-WAY,
INCLUDING EASEMENTS, COURT ENTRIES, RIGHTS-OF-ENTRY, OR ACTION FILED IN COURT IN
ACCORDANCE WITH THE CODE OF THE APPLICABLE GOVERNING AGENCY. THE COST OF THE
OPERATIONS NECESSARY TO FULFILL SUCH REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID
FOR THE VARIOUS ITEMS OF THE CONTRACT UNLESS SPECIFIC PROVISIONS IS MADE IN THE
CONTRACT SPECIFICATIONS FOR SUCH COST UNDER SPECIFIC ITEMS OF THE CONTRACT.
WORK LIMITS:
THE CONTRACTOR IS RESPONSIBLE FOR CONTAINING ALL PERFORMED WORK AND ALL EQUIPMENT,
MATERIALS, VEHICLES, ETC., USED TO COMPLETE THE WORK WITHIN THE RIGHTS-OF-WAY OF THE
STREETS, ROADWAYS, PERMANENT EASEMENTS AND THE PROPERTY BOUNDARIES OF THE PROJECT
IMPROVEMENTS, AS SHOWN ON THESE PLANS.
MAINTAIN DRAINAGE:
THE FLOW IN ALL SEWERS, DRAINS, AND WATERCOURSES ENCOUNTERED SHALL BE MAINTAINED BY
THE CONTRACTOR AT HIS OWN EXPENSE, AND WHENEVER SUCH WATERCOURSES AND DRAINS ARE
DISTURBED OR DESTROYED DURING THE PROSECUTION OF THE WORK, THEY SHALL BE RESTORED
BY THE CONTRACTOR AT HIS OWN COST AND EXPENSE, UNLESS SPECIFIC PROVISION IS MADE
WITHIN THE CONTRACT DOCUMENTS FOR THE MEASURE OF AND PAYMENT FOR SUCH COST
SPECIFIC ITEMS, TO A CONDITION SATISFACTORY TO THE CITY.
SOIL STOCKPILES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL SOIL STOCKPILES, INCLUDING TRENCH
EXCAVATION STOCKPILES, PROTECTED FROM EROSION. THE AREAS SURROUNDING THE
STOCKPILES ARE TO BE PROTECTED FROM SEDIMENT WITH THE USE OF PERIMETER CONTROL
DEVICES SUCH AS EARTH OR STRAW BALE DEVICES OR SILT FENCES. THESE PERIMETER CONTROL
DEVICES SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT.
GRADE CHANGES:
IF IT IS DETERMINED THAT THE ELEVATION OF THE 3EXISTING WATERLINE, OR EXISTING
APPURTENANCE TO BE CONNECTED TO, DIFFERS FROM THE PLAN ELEVATION OR RESULTS IN A
CHANGE IN THE PLAN WATERLINE SLOPE, THE DESIGN ENGINEER SHALL BE NOTIFIED BEFORE
STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED WATERLINE WHICH WILL BE
AFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS.
GRADES AND ELEVATIONS SHOWN ON THE PLANS SHALL NOT BE REVISED UNDER ANY
CIRCUMSTANCES WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE CITY.
EXISTING VALVES:
ALL EXISTING VALVES SHALL BE OPERATED BY CITY OF COLUMBUS, DIVISION OF POWER AND WATER
PERSONNEL ONLY, AS STATED IN CHAPTER 1113 OF THE COLUMBUS CITY CODE.
HAND SWABBING:
THE CONTRACTOR SHALL HAND SWAB ALL PIPES AND FITTINGS THAT ARE NOT OTHERWISE
DISINFECTED. THE AMOUNT OF CHLORINE TO BE USED DURING HAND SWABBING OPERATIONS WILL
BE DETERMINED BY THE CITY OF DUBLIN.
ITEM 659 - SEEDING AND MULCHING, AS PER PLAN
SEEDING AND MULCHING TO BE PER CMSC ITEM 659, CLASS 1 EXCEPT FOR THE SEED
SPECIFICATIONS AS FOLLOWS:
GRASS SEED MUST BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH THE A.O.S.A
"JOURNAL OF SEED TECHNOLOGY" RULES FOR TESTING SEEDS FOR PURITY AND GERMINATION
TOLERANCES.
SEED SPECIES SHALL BE AS FOLLOWS, WITH NOT LESS THAN 90 PERCENT GERMINATION, NOT LESS
THAN 98 PERCENT PURE SEED, AND NOT MORE THAN 0.5 PERCENT WEED SEED.
MIXTURE B: SUN AND PARTIAL SHADE: PROPORTIONED BY WEIGHT AS FOLLOWS:
1.50 PERCENT KENTUCKY BLUEGRASS (POA PRATENSIS), MINIMUM OF TWO "IMPROVED"
CULTIVARS.
2.30 PERCENT CHEWINGS RED FESCUE (FESTUCA RUBRA VARIETY).
3.10 PERCENT PERENNIAL RYEGRASS (LOLIUM PERENNE).
4.10 PERCENT REDTOP (AGROSTIS ALBA).
2550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSIONGENERAL NOTES (CITY OF COLUMBUS)
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION AND
ALL REVISIONS, INCLUDING ALL SUPPLEMENTS THERETO, SHALL GOVERN ALL
CONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN, UNLESS OTHERWISE
NOTED.
ALL WATER MAIN MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE
CURRENT RULES AND REGULATIONS OF THE CITY OF COLUMBUS, DIVISION OF WATER. ALL
CITY OF COLUMBUS, DIVISION OF WATER STANDARD DRAWINGS SHALL APPLY TO THE
PROJECT, UNLESS OTHERWISE NOTED.
FOR ANY EMERGENCIES INVOLVING THE WATER DISTRIBUTION SYSTEM, PLEASE CONTACT
THE DIVISION OF WATER DISTRIBUTION MAINTENANCE OFFICE AT 614-645-7788.
ALL BRASS FITTINGS ASSOCIATED WITH WATER WORK, INCLUDING REPAIRS TO THE
EXISTING SYSTEM, SHALL CONFORM TO THE REVISED ALLOWABLE LEAD EXTRACTION LIMIT
PER THE UPDATED NSF/ANSI 61 STANDARD. THE DIVISION OF WATER’S APPROVED
MATERIALS LIST HAS BEEN UPDATED TO REFLECT THIS REQUIREMENT.
IT SHALL BE UNLAWFUL FOR ANY PERSON TO PERFORM ANY WORK ON CITY OF COLUMBUS
WATER MAIN SYSTEMS WITHOUT FIRST SECURING LICENSE TO ENGAGE IN SUCH WORK, AS
INDICATED IN COLUMBUS CITY CODE SECTION 1103.02 AND 1103.06. THIS WORK INCLUDES
ANY ATTACHMENTS, ADDITIONS TO OR ALTERATIONS IN ANY CITY SERVICE PIPE OR,
APPURTENANCES (INCLUDING WATER SERVICE LINES AND TAPS). THIS REQUIREMENT MAY
BE MET BY UTILIZATION OF A SUBCONTRACTOR WHO HOLDS A CITY OF COLUMBUS WATER
CONTRACTOR LICENSE OR A COMBINED WATER/SEWER CONTRACTOR LICENSE TO
PERFORM THIS WORK. UTILIZATION OF A SUBCONTRACTOR MUST MEET THE LICENSING
REQUIREMENTS OF CITY OF COLUMBUS BUILDING CODE, IN PARTICULAR SECTION 4114.119
AND 4114.529.
NO PERSON SHALL BEGIN CONSTRUCTION OR INSTALLATION OF A PUBLIC WATER MAIN
UNTIL PLANS HAVE BEEN APPROVED BY THE STATE OF OHIO ENVIRONMENTAL PROTECTION
AGENCY (OEPA).
THE CONTRACTOR SHALL OBTAIN THE PROPER HYDRANT PERMIT(S), AND PAY ANY
APPLICABLE FEES, FOR ANY APPROVED HYDRANT USAGE DEEMED NECESSARY FOR WORK
UNDER THIS IMPROVEMENT. PERMITS MUST BE OBTAINED FROM THE RESPECTIVE HYDRANT
OWNER, DUBLIN, PRIOR TO CONTACTING THE DIVISION OF WATER PERMIT OFFICE
(645-7330). THE CONTRACTOR SHALL ADHERE TO ALL RULES & REGULATIONS GOVERNING
SAID PERMIT AND MUST HAVE THE ORIGINAL PERMIT ON SITE ANYTIME IN WHICH THE
HYDRANT IS IN USE.
ALL WATER MAINS SHALL BE CLEANED AND FLUSHED, AND ANY WATER MAIN 12-INCH AND
LARGER MUST BE PROPERLY PIGGED, IN ACCORDANCE WITH SECTION 801.13 OF THE CITY
OF COLUMBUS, CONSTRUCTION AND MATERIAL SPECIFICATIONS.
ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH SECTION 801.14 OF
THE CITY OF COLUMBUS, CONSTRUCTION AND MATERIAL SPECIFICATIONS. THE CITY MAY
NOT APPROVE ANY TEST LASTING LESS THAN TWO HOURS, REGARDLESS OF THE AMOUNT
OF LEAKAGE.
ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 801.15 OF THE
CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. SPECIAL ATTENTION IS
DIRECTED TO APPLICABLE SECTIONS OF A.W.W.A. C-651. WHEN THE WATER MAINS ARE
READY FOR DISINFECTION, THE CITY OF DUBLIN SHALL SUBMIT A WRITTEN REQUEST FOR
CHLORINATION OF THE MAINS THAT NEED DISINFECTED, THREE (3) SETS OF “AS-BUILT”
PLANS (FULL SIZE SHEETS ONLY), THE AS-BUILT SURVEY COORDINATES, WATER SERVICE
REPORTS AND A PRESSURE TEST TO THE CITY OF COLUMBUS, DIVISION OF WATER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE
DISINFECTION OF ALL WATER MAINS CONSTRUCTED UNDER THIS PLAN.
ANY SECTION OF WATER MAIN THAT IS LONGER THAN 20 FEET IN LENGTH SHALL BE
CHLORINATED. HAND SWABBING METHODS WILL ONLY BE PERMITTED FOR SECTIONS LESS
THAN OR EQUAL TO 20 FEET IN LENGTH. USE UNSCENTED HOUSEHOLD BLEACH FOR HAND
SWABBING OF PIPE AND FITTINGS. PLEASE NOTE THAT CUT-IN-TEES, SLEEVES, AND ANY
OTHER REQUIRED FITTINGS OR PIPING SHALL BE TAKEN INTO ACCOUNT AND ARE INCLUDED
IN THE TOTAL LENGTH OF THE SECTION (CUT TO CUT).
ONLY ONE CONNECTION TO AN EXISTING WATER MAIN IS PERMITTED BEFORE DISINFECTION
OF A NEW WATER MAIN HAS BEEN COMPLETED. ALL OTHER CONNECTIONS MUST BE MADE
AFTER THE MAIN HAS BEEN DISINFECTED.
WHERE INDICATED ON THE PLANS, THE EXISTING WATER MAIN SHALL BE ABANDONED; AND
ANY EXISTING WATER SERVICE LINES OFF THIS MAIN SHALL BE TRANSFERRED TO THE NEW
WATER MAIN. PRIOR TO ABANDONMENT OF THE EXISTING WATER MAIN, THE PROPOSED
WATER MAIN SHALL BE PIGGED (IF REQUIRED), TESTED, CHLORINATED AND PUT IN SERVICE
AND THEN THE EXISTING WATER SERVICE LINES SHALL BE TRANSFERRED. THE
CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL PROPERTIES DURING
CONSTRUCTION OF THE NEW WATER MAIN AND SHALL NOTIFY ALL CUSTOMERS AFFECTED
BY THE TRANSFER OF WATER SERVICE LINES. TO ENSURE THAT ALL EXISTING WATER
SERVICE LINES ARE TRANSFERRED TO THE NEW MAIN, NO WATER MAIN SHALL BE
ABANDONED UNTIL THE NEW WATER MAIN HAS BEEN PUT IN SERVICE; ALL AFFECTED WATER
SERVICE LINES HAVE BEEN TRANSFERRED; AND THE EXISTING WATER MAIN TO BE
ABANDONED HAS BEEN SHUT DOWN FOR 24 HOURS. ALL VISIBLE VALVE BOXES, FIRE
HYDRANTS, AND WATER TAP BOXES ON THE WATER MAIN TO BE ABANDONED, WHICH
WILL NO LONGER BE IN SERVICE, SHALL BE REMOVED. ALL WATER MAINS TO BE ABANDONED
SHALL BE MADE WATER TIGHT. THE REQUIRED SURFACE RESTORATION SHALL BE PAID FOR
UNDER THE APPROPRIATE BID ITEM(S).
ALL WATER METERS ASSOCIATED WITH THIS PROJECT SHALL BE INSTALLED INSIDE THE
PROPOSED STRUCTURE UNLESS A METER PIT IS APPROVED BY THE ADMINISTRATOR OF THE
DIVISION OF WATER. ALL METER PITS MUST CONFORM TO STANDARD DRAWING L-7103 FOR
5/8” THROUGH 1” METERS OR L-6317 A, B, C, D, & E FOR 1-1/2’ OR LARGER METERS.
NO WATER SERVICE CONNECTION PERMITS SHALL BE ISSUED OR CONNECTIONS MADE TO
ANY WATER TAPS UNTIL WATER MAINS HAVE BEEN DISINFECTED BY THE CITY OF
COLUMBUS, DIVISION OF WATER. WHEN A 3-INCH OR LARGER TAP IS TO OCCUR ON A 20-INCH
OR LARGER WATER MAIN, THE CONTRACTOR SHALL NOTIFY THE DIVISION OF WATER
OPERATIONS CONTROL CENTER AT (614)-645-7168 TWENTY-FOUR (24) HOURS IN ADVANCE OF
PERFORMING THE TAP.
WATER TAP BOXES SHALL BE PLACED 1’ FROM THE EDGE OF THE PROPOSED OR EXISTING
SIDEWALK BETWEEN THE SIDEWALK AND THE CURB, OR 2 FEET INSIDE THE RIGHT-OF-WAY
OR EASEMENT LINE WHEN NO SIDEWALK IS PRESENT OR PROPOSED. REFER TO STANDARD
DRAWING L-9901 FOR ADDITIONAL INFORMATION.
WHEN PERFORMING WATER SERVICE LINE TRANSFERS, THE CONTRACTOR SHALL FLUSH
THE WATER TAP PRIOR TO CONNECTING TO THE EXISTING SERVICE LINE.
MAINTAIN EIGHTEEN (18) INCHES VERTICAL AND TEN (10) FEET HORIZONTAL SEPARATION
BETWEEN ANY SANITARY OR STORM SEWER PIPING AND ALL PROPOSED WATER MAINS.
WHEN CROSSING THE EXISTING WATER MAIN, AND LOW STRENGTH MORTAR (ITEM 613) IS TO
BE USED AS BACKFILL, THE CONTRACTOR SHALL PROVIDE SIZE NO. 57 CRUSHED
CARBONATE STONE (CCS) 1 FOOT BELOW TO 1 FOOT ABOVE THE EXISTING WATER MAIN.
IF DURING EXCAVATION, THE POLYETHYLENE ENCASEMENT ON THE EXISTING WATER MAIN
BECOMES DAMAGED, THE CONTRACTOR SHALL REPAIR THE POLYETHYLENE ENCASEMENT
PER MANUFACTURER’S SPECIFICATIONS AND DOW STANDARD DRAWINGS L-1003 AND L-1004,
AT THEIR OWN EXPENSE. ENSURE THAT THE ENTIRE EXPOSED AREA IS COVERED WITH
NEW POLYETHYLENE ENCASEMENT AND SECURELY TAPED, PRIOR TO BACKFILLING.
CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE OHIO ADMINISTRATIVE CODE
CHAPTER 3745-83-02 WATER DISRUPTION OF SERVICE RULE. EXCAVATE PITS SUFFICIENTLY
BELOW THE AREA TO BE CONNECTED TO IN ORDER TO MAINTAIN WATER LEVELS BELOW THE
WATER MAIN. IF WATER FROM THE PIT ENTERS THE EXISTING MAIN, CONTACT DIVISION OF
WATER IMMEDIATELY. ENSURE THAT SUFFICIENTLY SIZED PUMPS ARE UTILIZED TO REMOVE
WATER FROM THE TRENCH AND BACKUP PUMPS ARE KEPT ON SITE FOR REDUNDANCY.
“SURVEY COORDINATES” SHALL INCLUDE ALL MATERIAL, EQUIPMENT, AND LABOR
NECESSARY TO OBTAIN HORIZONTAL AND VERTICAL (NORTHING, EASTING, AND ELEVATION)
SURVEY COORDINATES FOR THE WATER MAIN IMPROVEMENTS. THE SURVEY COORDINATES
SHALL BE OBTAINED FOR THE COMPLETED WATER MAIN CONSTRUCTION AND SHALL
INCLUDE ALL VALVES, TEES, CROSSES, BENDS, HORIZONTAL DEFLECTIONS, PLUGS,
REDUCERS, TAPPING SLEEVES, FIRE HYDRANTS, AIR RELEASES, CURB STOPS, AND CASING
PIPE TERMINI. ADDITIONAL SURVEY COORDINATES ARE REQUIRED ON THE WATER MAIN
EVERY 200 FEET WHERE NO FITTING OR OTHER WATER MAIN STRUCTURE IS BEING
INSTALLED WITHIN THAT LENGTH OF THE IMPROVEMENT.
ALL SURVEY COORDINATES SHALL BE REFERENCED TO THE APPLICABLE COUNTY
ENGINEER’S MONUMENTS, AND SHALL BE BASED ON THE NORTH AMERICAN DATUM OF 1983
(NAD 83) WITH THE (NSRS2007) ADJUSTMENT, WITH FURTHER REFERENCE MADE TO THE
OHIO STATE PLANE SOUTH COORDINATE SYSTEM, SOUTH ZONE, WITH ELEVATIONS BASED
ON NAVD 88 DATUM. ALL COORDINATES (NORTHING, EASTING, ELEVATION) SHALL BE
REFERENCED TO THE NEAREST HUNDREDTH (N XXXXXX.XX, E XXXXXX.XX, ELEV. XXX.XX).
ALL SURVEY COORDINATES SHALL BE ACCURATE TO WITHIN 1.0 FOOT HORIZONTAL AND A
TENTH OF A FOOT (0.10) OR LESS VERTICAL.
THE COORDINATES SHALL BE DOCUMENTED TO THE MUNICIPALITY ENGINEER OR
DESIGNATED REPRESENTATIVE IN DIGITAL SPREADSHEET FORM AND SHALL INCLUDE THE
APPLICABLE ITEM, STATION, NORTHING, EASTING, AND ELEVATION. COORDINATES SHALL BE
SUBMITTED TO THE MUNICIPALITY ENGINEER OR DESIGNATED REPRESENTATIVE ON A
BI-WEEKLY BASIS. COORDINATES SHALL ALSO BE REQUIRED TO BE SUBMITTED TO THE
DIVISION OF WATER AS PART OF THE REQUEST FOR CHLORINATION.
LUMP SUM PAYMENT IS FULL COMPENSATION FOR ALL WORK INVOLVED IN OBTAINING AND
DOCUMENTING THE SURVEY COORDINATES AS DESCRIBED IN THIS SPECIFICATION.
SPECIAL NOTES
ALL WATER MAIN VALVE BOXES, WATER TAP BOXES, TEST STATIONS, PITOMETER TAP
STRUCTURES, METER PIT COVERS, AND OTHER SURFACE UTILITY STRUCTURES WITHIN THE
DISTURBED AREA SHALL BE ADJUSTED TO GRADE. ANY OF THESE STRUCTURES LOCATED
WITHIN PAVEMENT, DRIVEWAYS, OR OTHER TRAVELED AREAS, WHETHER EXISTING OR
PROPOSED, SHALL BE EQUIPPED WITH A TRAFFIC RATED, HEAVY DUTY VALVE BOX AND/OR
COVER IN ACCORDANCE WITH THE STANDARD DRAWINGS. EXISTING WATER TAP BOXES TO
REMAIN THAT ARE ENCOUNTERED WITHIN THE PROJECT LIMITS SHALL BE CLEANED OUT,
CENTERED OVER THE CURB STOP, AND ADJUSTED TO THE PROPOSED GRADE.
WHERE NEW CONDUIT IS PROPOSED TO CROSS AN EXISTING OR PROPOSED WATER MAIN
OR WATER TAP/SERVICE LINE, A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL BE
MAINTAINED BETWEEN THE CONDUIT AND THE WATER MAIN OR TAP/SERVICE LINE. A
MINIMUM OF 3-FEET OF HORIZONTAL CLEARANCE (OUT TO OUT) IS REQUIRED AT LOCATIONS
WHERE THE CONDUIT IS PARALLEL TO THE WATER MAIN AND AT LOCATIONS OF WATER MAIN
THRUST BLOCKS.
A MINIMUM OF 3 FEET OF HORIZONTAL CLEARANCE (OUT TO OUT) SHALL BE MAINTAINED
BETWEEN ALL EXISTING WATER MAINS AND FOUNDATIONS FOR POLES, PULL BOXES, PUSH
BUTTON PEDESTALS, AND ANY OTHER MISCELLANEOUS ELECTRICAL STRUCTURE.
A MINIMUM OF 4 FEET OF COVER IS REQUIRED PRIOR TO PRESSURE TESTING ANY WATER
MAIN. A SUFFICIENT AMOUNT OF BACKFILL SHALL BE INSTALLED TO PROVIDE THE ADEQUATE
RESTRAINT IN AREAS WHERE REQUIRED.
THE PROPOSED WATER MAIN SHALL BE LOCATED A MINIMUM DISTANCE OF TWENTY (20)
FEET AWAY FROM ANY STRUCTURE, OVERHANG OR FOOTER.
ALL VALVE BOXES, WATER TAP BOXES, AND FIRE HYDRANTS SHALL BE LOCATED WITHIN THE
EASEMENT AREA.
THE CONTRACTOR SHALL COORDINATE HIS WORK SUCH THAT NO WATER CUSTOMER WILL
HAVE THEIR SERVICE DISRUPTED MORE THAN TWO (2) TIMES THROUGHOUT THE DURATION
OF THIS PROJECT.
FIRE HYDRANT RELOCATIONS SHALL CONFORM TO APPLICABLE SECTIONS OF ITEM 809 OF
THE COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. WORK SHALL CONSIST OF
REMOVING THE EXISTING HYDRANT INSTALLING NEW 6” PIPE AND FITTING AS REQUIRED TO
LOCATE THE FIRE HYDRANT 2 FEET FROM BACK OF PROPOSED CURB OR 8 FEET OFF EDGE
OF PAVEMENT, RESETTING HYDRANT AND BLOCKING AS REQUIRED. ALL 6” PIPE SHALL BE
INSTALLED AT 4’-O” MINIMUM COVER. HYDRANT EXTENSIONS SHALL BE PROVIDED PER ITEM
810, AS REQUIRED. RELOCATED FIRE HYDRANTS SHALL BE ADJUSTED TO PROPER GRADE
AND FACED IN THE PROPER DIRECTION. WHEN A HYDRANT IS RELOCATED FIFTEEN (15) FEET
OR MORE FROM THE “TYPICAL HYDRANT SETTING” VALVE LOCATION (SEE L-6409 & 1-6637),
AN ADDITIONAL VALVE SHALL BE INSTALLED, AND RESTRAINED, WITHIN TWO (2) FEET OF THE
RELOCATED HYDRANT. PAYMENT IS TO BE INCLUDED UNDER ITEM 809, FIRE HYDRANT
RELOCATED.
RELOCATED FIRE HYDRANTS SHALL BE PUT BACK IN SERVICE AS SOON AS POSSIBLE. NO
TWO (2) ADJACENT FIRE HYDRANTS SHALL BE TAKEN OUT OF SERVICE CONCURRENTLY.
CPT #1500
TBM #100
TBM #101
TBM #102CPT #1501
FCGS 6656
CPT #1502
15' COLUMBIA GAS EASE.
23-WD1
I.N. 201302
1
3
0
0
2
6
1
9
2
0.135 AC.
22-WD2
I.N. 201403260037289
0.216 AC.
22-WD1
I.N. 201403260037294
0.245 AC.
21-WD
I.N. 201403260037290
0.322 AC.
BRIGHT RO
A
D
(PUBLIC -
V
A
R
I
A
B
L
E
W
I
D
T
H
)
11-WD
I.N. 201408280113468
0.489 AC.
12-WD
I.N. 201105160062622
0.136 AC.
13-WD
I.N. 201209
0
4
0
1
2
9
5
2
3
0.172 AC.
10-WD2
I.N. 20131
2
1
7
0
2
0
6
1
2
8
0.038 AC.
IACOVETTA PROPERTIES LTD
3985 BRIGHT ROAD
PID 273-008606-00
2.81 AC.
MAIER, RUTH
4025 BRIGHT ROAD
PID 273-008609-00
3.164 AC.
MCKITRICK PROPERTIES INC.
3865 BRIGHT ROAD
PID 273-008610-00
35.15 AC.
CITY OF DUBLIN
4030 BRIGHT ROAD
PID 273-008632-00
0.922 AC.
CITY OF DUBLIN
4000 BRIGHT ROAD
PID 273-008633-00
1.140 AC.
CITY OF DUBLIN
3960 BRIGHT ROAD
PID 273-008634-00
1.264 AC.
JLP-BRIGHT RD LLC
3950 BRIGHT ROAD
PID 273-008660-00
1.504 AC.
JLP-BRIGHT RD LLC
3900 BRIGHT ROAD
PID 273-008680-00
1.597 AC.
JLP-BRIGHT RD LLC
3888 BRIGHT ROAD
PID 273-008681-00
1.74 AC.
PUSECKER, JULIA M
3876 BRIGHT ROAD
PID 273-008619-00
1.77 AC.
PATIBANDLA, MADHURIMA
3870 BRIGHT ROAD
PID 273-008676-00
1.31 AC.
INVERNESS CIRCLE PROPERTY.
PARCEL INFORMATION NOT
AVAILABLE 2550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSIONBASIS OF BEARING
BEARINGS SHOWN HEREON ARE BASED ON ___°___'___" E FOR THE CENTERLINE OF RIGHT-OF-WAY FOR BRIGHT
ROAD, MEASURED FROM GRID NORTH, REFERENCED TO THE OHIO STATE PLANE COORDINATE SYSTEM (SOUTH
ZONE) AND THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS
SURVEY AND AN NGS OPUS SOLUTION.
BRIGHT RD.
0 8040HORZ 1"=40'
C.P. #ELEV.DESCRIPTION
1500 899.71
IRON PIN SET. LOCATED ON THE NORTH SIDE OF BRIGHT ROAD.
90.70 FEET NORTHEAST OF THE ROUNDABOUT INSTRUCTIONS
SIGN. 50.90 FEET NORTHWEST OF A POWER POLE. 75.10 FEET
NORTH OF A POWER POLE ON THE SOUTH SIDE OF BRIGHT ROAD.
N:770605.896 E:1802119.415
1501 894.21
MAG NAIL SET. LOCATED ON THE NORTH SIDE OF BRIGHT ROAD.
16.45 FEET SOUTH OF A SANITARY MANHOLE. 11.40 FEET
NORTHEAST OF A LIGHT POLE. 41.05 FEET NORTHWEST OF A
CURB INLET. N:770599.555 E:1801951.877
1502 900.96
IRON PIN SET. LOCATED ON THE SOUTH SIDE OF BRIGHT ROAD.
75.50 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
RESIDENTIAL CONDO BUILDING. 60.70 FEET SOUTHWEST OF A
POWER POLE ON THE NORTH SIDE OF BRIGHT ROAD. 90.00 FEET
SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF BRIGHT
ROAD. N:770593.119 E:1802660.58
B.M. #ELEV.DESCRIPTION
FCGS 6656 902.613
ALUMINUM CAP IN CONCRETE MONUMENT, AT AN ANGLE POINT IN
THE CENTERLINE OF BRIGHT ROAD (STA 24+59.09 1987 SAWMILL
ROAD PLANS), 540.9 FEET WEST OF SAWMILL ROAD, ON A P/L
NORTH, ACCESS THROUGH F.C. RPAD MONUMENT BOX.
MONUMENT REPLACED A FOUND RAILROAD SPIKE 4 INCHES
DEEP. N:770610.024 E:1802774.415
TBM 100 902.40
NORTH BOLT (ARROW) ON TOP FLANGE OF 2ND FIRE HYDRANT
EAST OF EMERALD PARKWAY. 430 FEET WEST OF INVERNESS
COURT. 14 FEET SOUTH OF BRIGHT ROAD. N:770593.294
E:1802617.393
TBM 101 896.39
NORTHEAST BOLT (ARROW) ON TOP FLANGE OF 1ST FIRE
HYDRANT EAST OF EMERALD PARKWAY. 18 FEET SOUTH OF
BRIGHT ROAD. N:770533.545 E:1801971.629
TBM 102 899.92
RR SPIKE ON SOUTH SIDE OF POWER POLE. 440 FEET EAST OF
EMERALD PARKWAY. 18 FEET NORTH OF BRIGHT ROAD.
N:770586.272 E:1802206.441
WV
-0+50
0+00
1+00
2+00
3+00
HORIZ. DEFLECTION
STA. 1+21.34
2°36'24" Rt.
USE JOINT DEFLECTION
HORIZ. DEFLECTION
STA. 0+40.96
5°00'00" Lt.
USE JOINT DEFLECTION
HORIZ. DEFLECTION
STA. 2+89.51
5°00'00" Lt.
USE JOINT DEFLECTION
PROP. TYPE A FH
STA. 2+71.51
IACOVETTA PROPERTIES LTD
3985 BRIGHT ROAD
PID 273-008606-00
2.81 AC.MAIER, RUTH
4025 BRIGHT ROAD
PID 273-008609-00
3.164 AC.
CITY OF DUBLIN
4030 BRIGHT ROAD
PID 273-008632-00
0.922 AC.
CITY OF DUBLIN
4000 BRIGHT ROAD
PID 273-008633-00
1.140 AC.
CITY OF DUBLIN
3960 BRIGHT ROAD
PID 273-008634-00
1.264 AC.
JLP-BRIGHT RD LLC
3950 BRIGHT ROAD
PID 273-008660-00
1.504 AC.
EX. GRAVEL
DRIVE
EX. ASPHALT
DRIVE (DND)
EX. CONCRETE
APRON (DND)
EX.
ASPHALT
DRIVE
BM 101
BM 102
EX. ASPHALT
SHARED USE PATH
-0+25 0+00 1+00 2+00 3+00
PROP. 12" WATERLINE
(D.I. CL. 52)
0.00%
EXISTING GROUND @ ℄ OF
PROP. 12" W/M
+2.30%
MIN. 5' COVER
0.00%
+1.35%
EX. 12" W/M
(07-008-CIP)STA 2+71.5112" X 6" ANCHORING TEESTA 0+00.00 CONNECT TOEX. 12" WATER MAIN℄ ELEV. 890.00 (PERRECORD PLAN)EX. 12" PLUG & BLOCK (TBR)STA 0+69.09 VERTICAL DEFLECTION℄ ELEV. 890.00STA 1+62.70 VERTICAL DEFLECTION℄ ELEV. 892.17STA 0+40.96 HORIZONTAL DEFLECTION5°00'00" Lt.USE JOINT DEFLECTION℄ ELEV. 890.00STA 1+21.34 HORIZONTAL DEFLECTION2°36'24" Rt.USE JOINT DEFLECTION℄ ELEV. 891.21STA 2+89.51 HORIZONTAL DEFLECTION5°00'00" Lt.USE JOINT DEFLECTION℄ ELEV. 892.172550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSION0 4020HORZ 1"=20'
EX. ℄ BRIGHT ROAD
(R/W VARIES)
PROP. 12" W/MSTA. 0+00
BEGIN WORK
EX. 12" PLUG & BLOCK (TBR)
CONNECT PROP. 12" WATER MAIN
EX. 12" W/M
(07-008-CIP)MATCH LINESHEET 7STA: 3+00NOTES:
1.WATERLINE INSTALLATION IN ACCORDANCE WITH CITY OF
COLUMBUS STANDARD DETAIL DRAWINGS FOR DISTRIBUTION
SYSTEMS.
2.ALL BENDS AND TEES SHALL BE BACKED IN ACCORDANCE
WITH CITY OF COLUMBUS STANDARD DETAILS L-6310, L-6311,
AND L-6312.
3.EXISTING WATERLINE TO BE FIELD VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION. EXISTING WATERLINE LOCATION IS
APPROXIMATE.
4.ALL VERTICAL GRADE CHANGES ARE TO BE ACCOMPLISHED
BY PIPE DEFLECTION, UNLESS OTHERWISE NOTED.
5.THE PAY LIMITS FOR SEEDING AND MULCHING SHALL BE
RESTRICTED TO A MAXIMUM OF 10 FEET ON EITHER SIDE OF
THE NEW WATERLINE OR THE RIGHT-OF-WAY (OR EASEMENT)
LINE IF THE RIGHT-OF-WAY (EASEMENT) IS LESS THAN 10
FEET FROM THE PROPOSED WATERLINE
SURVEY COORDINATES TABLE
DESCRIPTION STREET STATION AS-BUILT
NORTHING
AS-BUILT
EASTING C/L ELEV.
CONNECT TO EX.
WATERLINE
BRIGHT
ROAD 0+00
HORIZONTAL
DEFLECTION
BRIGHT
ROAD 0+40.96
HORIZONTAL
DEFLECTION
BRIGHT
ROAD 1+21.34
FIRE HYDRANT -
TEE
BRIGHT
ROAD 2+71.51
FIRE HYDRANT -
VALVE
BRIGHT
ROAD 2+71.51
FIRE HYDRANT -
SETTING
BRIGHT
ROAD 2+71.51
HORIZONTAL
DEFLECTION
BRIGHT
ROAD 2+89.51
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 4020
0 105VERT 1"=5'
HORZ 1"=20'
EX. SWALE134.34'PROP. 12" WATERLINE
STA 0+00 TO 3+00
8'
EX. LANE LINE
STRIPING
EX. ASPHALT
DRIVEWAY PAVEMENT REPLACEMENT, TYPE III A
FOR ASPHALT (PER COC STD DWG 2160)
TBR TO BE REMOVED
DND DO NOT DISTURB
LEGEND
6.00'EX. 12" VALVE
EX. 3/4" WATER
SERVICE (DND)
EX. TYPE A FIRE
HYDRANT (DND)
DRIVEWAY PAVEMENT REPLACEMENT, TYPE III C
FOR GRAVEL (PER COC STD DWG 2160)
SHARED USE PATH PAVEMENT REPLACEMENT
(PER DUBLIN STD DWG RD-06 STANDARD DUTY)22.87'10.34'17.46'
3+00 4+00 5+00 6+00 6+50
PROP. 12" WATERLINE
(D.I. CL. 52)
MIN. 5' COVER
0.00%-2.70%0.00%
+1.72%
+1.00%
EX. 12" W/M
(84-010-RES)STA 3+03.08 VERTICAL DEFLECTION℄ ELEV. 892.17STA 5+83.32 CONNECT TOEX. 12" WATER MAIN℄ ELEV. 895.00 (PERRECORD PLAN)EX. 12" PLUG & BLOCK (TBR)STA 3+31.30 VERTICAL DEFLECTION℄ ELEV. 891.40STA 3+87.08 VERTICAL DEFLECTION℄ ELEV. 891.40EXISTING GROUND @ ℄ OF
PROP. 12" W/M
STA 3+07.51 HORIZONTAL DEFLECTION5°00'00" Lt.USE JOINT DEFLECTION℄ ELEV. 892.05STA 4+28.95 HORIZONTAL DEFLECTION5°00'00" Rt.USE JOINT DEFLECTION℄ ELEV. 892.17STA 4+46.74 HORIZONTAL DEFLECTION5°00'00" Rt.USE JOINT DEFLECTION℄ ELEV. 892.503+00
4+00
5+00
6+00
6+496+49
3+00
4+00
5+00
6+00
MCKITRICK PROPERTIES INC.
3865 BRIGHT ROAD
PID 273-008610-00
35.15 AC.
JLP-BRIGHT RD LLC
3900 BRIGHT ROAD
PID 273-008680-00
1.597 AC.
JLP-BRIGHT RD LLC
3888 BRIGHT ROAD
PID 273-008681-00
1.74 AC.
PUSECKER, JULIA M
3876 BRIGHT ROAD
PID 273-008619-00
1.77 AC.
PATIBANDLA, MADHURIMA
3870 BRIGHT ROAD
PID 273-008676-00
1.31 AC.
INVERNESS CIRCLE PROPERTY.
PARCEL INFORMATION NOT
AVAILABLE
8'8'
14"
5" trip 8"
EX.
ASPHALT
DRIVE
EX.
GRAVEL
DRIVE
BM 100
HORIZ. DEFLECTION
STA. 3+07.51
5°00'00" Lt.
USE JOINT DEFLECTION
HORIZ. DEFLECTION
STA. 4+28.95
5°00'00" Rt.
USE JOINT DEFLECTION
HORIZ. DEFLECTION
STA. 4+46.74
5°00'00" Rt.
USE JOINT DEFLECTION 2550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSION0 4020HORZ 1"=20'
℄ BRIGHT ROAD
(R/W VARIES)
STA. 5+83.32
END WORK
EX. 12" PLUG & BLOCK (TBR)
CONNECT PROP. 12" WATER MAIN
PROP. 12" W/M
EX. 12" W/M
(84-010-RES)MATCH LINESHEET 6STA: 3+00EX. 6" W/M
(84-010-RES)
7.53'
SURVEY COORDINATES TABLE
DESCRIPTION STREET STATION AS-BUILT
NORTHING
AS-BUILT
EASTING C/L ELEV.
HORIZONTAL
DEFLECTION
BRIGHT
ROAD 3+07.51
HORIZONTAL
DEFLECTION
BRIGHT
ROAD 4+28.95
HORIZONTAL
DEFLECTION
BRIGHT
ROAD 4+46.74
CONNECT TO EX.
WATERLINE
BRIGHT
ROAD 5+83.32
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
0 4020
0 105VERT 1"=5'
HORZ 1"=20'
EX. SWALE
PROP. 12" WATERLINE
STA 3+00 TO 5+83.41
15' COLUMBIA
GAS EASEMENT
EX. ASPHALT
EX. GRAVEL
BERM
EX. ASPHALT
EX. 12" VALVE
EX. TYPE A FIRE
HYDRANT (DND)
NOTES:
1.WATERLINE INSTALLATION IN ACCORDANCE WITH CITY OF
COLUMBUS STANDARD DETAIL DRAWINGS FOR DISTRIBUTION
SYSTEMS.
2.ALL BENDS AND TEES SHALL BE BACKED IN ACCORDANCE
WITH CITY OF COLUMBUS STANDARD DETAILS L-6310, L-6311,
AND L-6312.
3.EXISTING WATERLINE TO BE FIELD VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION. EXISTING WATERLINE LOCATION IS
APPROXIMATE.
4.ALL VERTICAL GRADE CHANGES ARE TO BE ACCOMPLISHED
BY PIPE DEFLECTION, UNLESS OTHERWISE NOTED.
5.THE PAY LIMITS FOR SEEDING AND MULCHING SHALL BE
RESTRICTED TO A MAXIMUM OF 10 FEET ON EITHER SIDE OF
THE NEW WATERLINE OR THE RIGHT-OF-WAY (OR EASEMENT)
LINE IF THE RIGHT-OF-WAY (EASEMENT) IS LESS THAN 10
FEET FROM THE PROPOSED WATERLINE
DRIVEWAY PAVEMENT REPLACEMENT, TYPE III A
FOR ASPHALT (PER COC STD DWG 2160)
TBR TO BE REMOVED
DND DO NOT DISTURB
LEGEND
DRIVEWAY PAVEMENT REPLACEMENT, TYPE III C
FOR GRAVEL (PER COC STD DWG 2160)
SHARED USE PATH PAVEMENT REPLACEMENT
(PER DUBLIN STD DWG RD-06 STANDARD DUTY)8.96'11.97'11.44'
WV
PROP. W/M
899.47 SW/ME
897.74 SW/ME
896.88 SW/ME
896.55 SW
895.45 SW
EX. DITCH
PROP. ROCK
CHECK DAM (TYP.)
893.50 SW
IACOVETTA PROPERTIES LTD
3985 BRIGHT ROAD
PID 273-008606-00
2.81 AC.MAIER, RUTH
4025 BRIGHT ROAD
PID 273-008609-00
3.164 AC.
MCKITRICK PROPERTIES INC.
3865 BRIGHT ROAD
PID 273-008610-00
35.15 AC.
CITY OF DUBLIN
4030 BRIGHT ROAD
PID 273-008632-00
0.922 AC.
CITY OF DUBLIN
4000 BRIGHT ROAD
PID 273-008633-00
1.140 AC.
CITY OF DUBLIN
3960 BRIGHT ROAD
PID 273-008634-00
1.264 AC.
JLP-BRIGHT RD LLC
3950 BRIGHT ROAD
PID 273-008660-00
1.504 AC.
JLP-BRIGHT RD LLC
3900 BRIGHT ROAD
PID 273-008680-00
1.597 AC.
JLP-BRIGHT RD LLC
3888 BRIGHT ROAD
PID 273-008681-00
1.74 AC.
PUSECKER, JULIA M
3876 BRIGHT ROAD
PID 273-008619-00
1.77 AC.
PATIBANDLA, MADHURIMA
3870 BRIGHT ROAD
PID 273-008676-00
1.31 AC.
INVERNESS CIRCLE PROPERTY.
PARCEL INFORMATION NOT
AVAILABLE
PROP. DRAINAGE
DITCH
REPLACE EX. 8"
STM W/ 12" STM
PROP. 12" STM
INV. 897.40PROP. 12" STM
INV. 897.30
899.61 GR/ME
899.59GR/ME
899.72 GR/ME
899.63 GR/ME
899.58 GR/ME
899.60 PM/ME
899.58 GR/ME
899.52 PM/ME
897.45 SW
897.25 SW 2550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSIONBEAVER DAM INLET PROTECTION
NOT TO SCALE3
DANDY BAG WILL BE MANUFACTURED IN THE U.S.A.
FROM A WOVEN MONOFILAMENT THAT MEETS OR
EXCEEDS THE FOLLOWING SPEFICICATIONS
GRAB TENSILE STRENGTH ASTM D 4632
GRAB TENSILE ELONGATION ASTM D 4632
PUNCTURE STRENGTH ASTM D 4833
MULLEN BURST STRENGTH ASTM D 3786
TRAPEZOID TEAR STRENGTH ASTM D 4533
UV RESISTANCE ASTM D 4355
APPARENT OPENING SIZE ASTM D 4751
FLOW RATE ASTM D 4491
PERMITIVITY ASTM D 4491
INSTALLATION:
1.STAND GRATE ON END. SLIDE THE BEAVER
DAM BAG ON WITH DAM ON TOP OF THE
GRATE. PULL ALL EXCESS DOWN.
2.LAY UNIT ON ITS SIDE. CAREFULLY TUCK
FLAP IN. PRESS VELCRO STRIPS
TOGETHER.
3.INSTALL THE UNIT MAKING SURE FRONT
EDGE OF GRATE IS INSERTED IN FRAME
FIRST, THEN LOWER BACK INTO PLACE.
4.PRESS VELCRO DOTS TOGETHER WHICH
ARE LOCATED UNDER LIFTING STRAPS.
THIS ENSURES STRAPS REMAIN FLUSH
WITH GUTTER.
MAINTENANCE:
1.WITH A STIFF BRISTLE BROOM, SWEEP SILT
AND OTHER DEBRIS OFF SURFACE AFTER
EACH STORM EVENT.
MANHOLE
CURB FILTER
CURB OPENING
WITHOUT GRATE
OVERFLOW GAP
AGGREGATE
POUCH
SILT FENCE
NOT TO SCALE1
8"
NOTES:
1.FENCE POST SHALL BE A MINIMUM LENGTH OF 32 INCHES LONG PLUS
BURIAL DEPTH, COMPOSED OF NOMINAL DIMENSIONED 2x2 INCH
HARDWOOD OF SOUND QUALITY. ALTERNATELY POST MATERIAL SHALL BE
STEEL OR SYNTHETIC AND SHALL BE OF SUFFICIENT STRENGTH TO
RESIST DAMAGE DURING INSTALLATION, TO SUPPORT APPLIED LOADS,
AND SO THE GEOTEXTILE CAN BE ADEQUATELY SECURED TO POST
2.FABRIC SHALL BE A NEEDLE PUNCHED NON-WOVEN GEOTEXTILE FABRIC
CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO
DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE.
3.MINIMUM 8" FABRIC BURY REQUIRED.
4.ENDS OF THE SILT FENCES SHALL BE BROUGHT UPSLOPE SO THAT
WATER PONDED BY THE SILT FENCE WILL BE PREVENTED FROM FLOWING
AROUND THE ENDS.
5.THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 INCHES
ABOVE THE ORIGINAL GROUND SURFACE.
6.SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.
7.SEDIMENT DEPOSITS SHALL BE ROUTINELY REMOVED WHEN THE DEPOSIT
REACHES APPROXIMATELY HALF THE HEIGHT OF THE SILT FENCE.
NOTE:
THE USE OF STRAW WATTLES HAS PROVEN TO BE A VERSATILE AND
EFFECTIVE ESC BMP, ESPECIALLY IN RESIDENTIAL SETTINGS. STRAW
WATTLES MAY BE SUBSTITUTED FOR SILT FENCE.
STRAW WATTLES OR COMPOST ROLLS HAVE TO BE A MINIMUM OF 12 INCHES
IN DIAMETER NOW (OEPA).
ADDITIONALLY:
THE USE OF COMPOST FILTER SOCKS AND COMPOST BLANKETS ARE GAINING
WIDER ACCEPTANCE NATIONWIDE. THEY ARE NOW APPROVED FOR USE ON
ALL COLUMBUS SWP3 PLANS AND CONSTRUCTION SITES.
FENCE POST
FLOW
16" MINEXTEND FABRIC TO 8"
BELOW SURFACE
FILTER FABRIC
NON WOVEN
GEOTEXTILE FABRIC
SPACE POSTS PER MANUFACTURER
RECOMMENDATIONS
16" MIN10' MAX WRAP GEOTEXTILE AROUND
STAKES BEFORE DRIVING
TRENCH TO BE BACKFILLED
AND COMPACTED
MINIMUM CRITERIA FOR SILT FENCE FABRIC (ODOT, 2002)
MINIMUM TENSILE STRENGTH 120 lbs (535 N)ASTM D 4632
MAXIMUM ELONGATION AT 60 LBS 50%ASTM D 4632
MINIMUM PUNCTURE STRENGTH 50 lbs (220 N)ASTM D 4833
MINIMUM TEAR STRENGTH 40 lbs (180 N)ASTM D 4533
APPARENT OPENING SIZE <_ 0.84 mm ASTM D 4751
MINIMUM PERMITIVITY 1x10-2 sec. -1 ASTM D 4491
UV EXPOSURE STRENGTH RETENTION 70%ASTM D 4355
INSTALLATION:
1.STAND GRATE ON END. PLACE DANDY BAG OVER
GRATE.
2.FLIP GRATE OVER SO THAT OPEN END IS UP. PULL
UP SLACK. TUCK FLAP IN. BE SURE END OF GRATE IS
COMPLETELY COVERED BY FLAP OR DANDY BAG
WILL NOT FIT PROPERLY.
3.HOLDING HANDLES, CAREFULLY PLACE DANDY BAG
WITH THE GRATE INSERTED INTO CATCH BASIN
FRAME SO THAT RED DOT ON THE TOP OF THE
DANDY BAG IS VISIBLE.
MAINTENANCE:
AFTER EACH STORM EVENT AND SILT HAS DRIED,
REMOVE ACCUMULATED DEBRIS FROM THE SURFACE OF
DANDY BAG WITH BROOM.
NOTE:
PROVIDE FOR INLETS LOCATED IN PAVEMENT
DANDY BAG INLET PROTECTION
NOT TO SCALE2
DANDY BAG WILL BE MANUFACTURED IN THE U.S.A.
FROM A WOVEN MONOFILAMENT THAT MEETS OR
EXCEEDS THE FOLLOWING SPEFICICATIONS
GRAB TENSILE STRENGTH ASTM D 4632
GRAB TENSILE ELONGATION ASTM D 4632
PUNCTURE STRENGTH ASTM D 4833
MULLEN BURST STRENGTH ASTM D 3786
TRAPEZOID TEAR STRENGTH ASTM D 4533
UV RESISTANCE ASTM D 4355
APPARENT OPENING SIZE ASTM D 4751
FLOW RATE ASTM D 4491
PERMITIVITY ASTM D 4491
STORM SEWER
GRATE VELCRO
CLOSURE
LIFT STRAPS MADE FOR
EASY MOVEMENT AND
INSPECTION OF UNIT
STORM SEWER
GRATE
DANDY BAG
DB
DB
DB
LEGEND
DB DANDY BAG INLET PROTECTION
0 6030HORZ 1"=30'
DB
BD
BD BEAVER DAM INLET PROTECTION
12" MIN.6" MIN.4'-0"
LOW CENTER SECTION-
MUST CAUSE FLOW OVER
NOT AROUND, CHECK DAM
NOTES:
1.CONSTRUCT CHECK DAM SUCH
THAT THE CENTER IS 6" LOWER
THAN THE OUTER EDGES.
2.SPACE CHECK DAMS SUCH THAT
THE TOE OF THE UPSTREAM DAM IS
AT THE SAME ELEVATION AS THE
TOP OF THE DOWNSTREAM DAM.
3.SIDE SLOPES SHALL BE A MINIMUM
OF 2:1
4"-8" DIAMETER ROCKAPRON
3' MAX.
DITCH SECTION
PROFILE
FLOW
POSITIVE SLO
P
EPOSITIVE SL
O
P
E
FLOW
ROCK CHECK DAM
NOT TO SCALE4
2'-0"6"DRAINAGE SWALE RECONSTRUCTION
NOT TO SCALE
FILL
EXISTING GROUND
PROP. DRAINAGE DITCH
SPOT ELEVATION
ROCK CHECK DAM
NOT TO SCALE
GRAVEL BERM REPAIR TYPICAL SECTION
2'6"XXX.XX
PAVEMENT FINISHED GRADE ELEVATIONXXX.XX PM
MATCH EXISTING ELEVATIONXXX.XX ME
BOTTOM OF SWALE ELEVATIONXXX.XX SW
ENLARGEMENT #1
SCALE: 1" = 10'
ENLARGEMENT #1
(SEE THIS SHEET)
GRAVEL DRIVE FINISHED GRADE ELEVATIONXXX.XX GR
GRAVEL
DRIVE
-0+50 0+00
1+00
2+00
3+00
4+00
5+00
6+00 6+49
WV
15' COLUMBIA GAS EASE.
MAINTAIN DRIVE
ACCESS AT ALL TIMES
MAINTAIN DRIVE
ACCESS AT ALL TIMES
MAINTAIN DRIVE
ACCESS AT ALL TIMES
MAINTAIN DRIVE
ACCESS AT ALL TIMES
PLACE DRUMS AT 10' C/C 2550 CORPORATE EXCHANGE DR, STE 300COLUMBUS, OH 43231TEL 614.901.2235 FAX 614.901.2236www.structurepoint.comCITY OF DUBLIN, OHIOWATERLINE IMPROVEMENTSFORBRIGHT ROAD12-INCH WATER MAIN EXTENSIONBRIGHT RD.
0 6030HORZ 1"=30'
ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN PAYMENT
CONSTRUCTION INITIATION
DRUM REQUIREMENTS
THE CONTRACTOR WILL NOTIFY THE CITY OF DUBLIN THREE 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.
THE CONTRACTOR SHALL SUBMIT A CLOSURE SCHEDULE TO THE CITY OF DUBLIN FOR
APPROVAL PRIOR TO INITIATING ANY CLOSURE.
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.
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 ROADWAY SHALL NOT BE OPENED TO TRAFFIC UNTIL PERMANENT TRAFFIC CONTROLS
ARE IN PLACE, OR UNTIL TEMPORARY TRAFFIC CONTROLS, APPROVED BY THE ENGINEER, ARE
INSTALLED. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE PREMATURE REMOVAL OF
TEMPORARY TRAFFIC CONTROLS.
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.
ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND
NON-WORKING HOURS.
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 SHOULDER CLOSURES AND RESTRICTIONS SHALL BE AT THE
APPROVAL OF THE ENGINEER. IT IS THE INTENT TO MINIMIZE THE IMPACT TO THE TRAVELING
PUBLIC. SHOULDER 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.
TWO LANES OF TRAFFIC (ONE LANE EACH DIRECTION) , BETWEEN 7:00 PM AND 7:00 AM, MUST
BE AVAILABLE ALONG BRIGHT RD DURING NON-WORKING HOURS. EMERGENCY VEHICLES AND
PERSONNEL MUST HAVE ACCESS THROUGH THE PROJECT ZONE AT ALL TIMES.
DURING WORKING HOURS, BRIGHT RD MAY BE REDUCED TO ONE SHARED LANE OF TRAFFIC
UNDER FLAGGER OPERATION IF NECESSARY UTILIZING ODOT SCD MT-97.10.
ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH 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, 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.
ALL CONSTRUCTION SIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS SHALL CONFORM TO
OMUTCD AND THE LATEST REVISION OF THE ODOT 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 ODOT 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 ODOT SPECIFICATION 614.04. 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: 20' C/C ON TANGENTS AND TAPERS, AND 8' C/C ON
RADII.
SIGNS, BARRICADES AND VERTICAL PANELS