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Home My WebLink AboutResolution 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