WV DNR HOLLY RIVER STATE PARK WSI- SEALED SET.pdf

PDF 39 MB Posted Oct 7, 2024

Attached to: Holly River State Park Water Main Construction
Solicitation number: CRFQ 0310 DNR2500000003 3
Issued by: Wayne County, West Virginia

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Written by GovTribe AI · Mar 12, 2026

This is a technical drawing and specification set for the West Virginia Division of Natural Resources (WV DNR) regarding Water System Improvements at Holly River State Park located in Webster County, West Virginia. The project encompasses the design and construction of a comprehensive waterline system serving multiple areas within the park, including campground facilities, cabins, bathhouses, pavilions, and other utility connections. The project involves installation of approximately 159+ linear feet of new waterlines in various sizes (2-inch to 6-inch diameter), ranging from PVC C-900 DR-14 to ductile iron pipe (DIP) CL 54, along with associated infrastructure including fire hydrants, gate valves, blow-off assemblies, air release valves, water meters, and service connections. The drawings indicate six plan sheets detailing proposed improvements across multiple park areas, with construction details and specifications for trench restoration, valve installations, thrust blocking, stream crossings, and site restoration. The project also involves decommissioning existing water infrastructure, including the demolition of three elevated water tanks and removal of equipment from two pump houses.

The specifications detail comprehensive construction requirements including utility coordination with WV811 and other service providers, mandatory daily cleanup and erosion control measures, thrust blocking at all fittings, 42-inch minimum pipe cover, video recording of existing conditions prior to construction, and compaction testing every 500 linear feet or daily in WV Department of Highways right-of-way areas. The contractor must hold a valid West Virginia contractors license and comply with all applicable state and federal regulations, including Construction Stormwater General Permit requirements and fish and wildlife protection standards. Stream crossing installations must employ approved methods to minimize environmental disturbance, and all disturbed areas require seeding and mulching within seven days of backfill completion. The project specifications include detailed requirements for pressure testing, pigging, and disinfection of new waterlines before service activation, with provisions for phased implementation allowing the first section to be placed in service by WV American Water before park construction commences.

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Other files

File	Type	Posted
Final_CRFQ_0310_DNR2500000003_2_WV_CRFQ_FORM.PDF	PDF	Oct 7, 2024
Final_CRFQ_0310_DNR2500000003_3_WV_CRFQ_FORM.PDF	PDF	Oct 7, 2024
Final_CRFQ_0310_DNR2500000003_1_WV_CRFQ_FORM.PDF	PDF	Oct 7, 2024
Addendum #1 9-6-2024.pdf	PDF	Oct 7, 2024
Solicitation Docs 9-4-2024.pdf	PDF	Oct 7, 2024
WV DNR HOLLY RIVER SP TECH SPECS.pdf	PDF	Oct 7, 2024
Addendum #2 10-7-2024.pdf	PDF	Oct 7, 2024

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WATER SYSTEM IMPROVEMENTS

HOLLY RIVER STATE PARK

UTILITY NOTES:

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SHEET 1

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SHEET 2

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SHEET 3

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1. UTILITIES AND OTHER EXISTING UNDERGROUND UTILITIES AND OTHER EXISTING UNDERGROUND STRUCTURES INDICATED ON PLANS ARE SHOWN FOR THE PURPOSE OF INDICATING THE EXISTENCE OF SUCH UTILITIES OR STRUCTURES AND NO GUARANTEE IS GIVEN OR IMPLIED OF THE EXACT LOCATION OR THE COMPLETENESS OF THE INFORMATION GIVEN. 2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES TO CONTRACTOR SHALL NOTIFY UTILITY COMPANIES TO ACCOMPLISH LINE RELOCATION AS NECESSARY FOR CONSTRUCTION OF THIS PROJECT. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY WV811 AND OTHER UTILITIES FOR SCHEDULING OF LINE LOCATING AND MARKING IN A TIMELY MANNER. IN SOME CASES IT MAY BE NECESSARY FOR THE CONTRACTOR TO LOCATE ELEMENTS OF AN EXISTING UNDERGROUND UTILITY. THERE SHALL BE NO ADDITIONAL COMPENSATION FOR THE INCONVENIENCE OR POSSIBLE DELAY RESULTING FROM HAVING TO WORK AROUND EXISTING UTILITIES EITHER SHOWN ON THE PLANS OR AS THEY ARE DISCOVERED DURING CONSTRUCTION. THERE SHALL BE NO ADDITIONAL COMPENSATION FOR THE REPAIR OF UTILITY LINES DAMAGED BY THE CONTRACTOR. 4. UTILITY INFORMATION SHOWN HEREON IS FOR INFORMATION UTILITY INFORMATION SHOWN HEREON IS FOR INFORMATION ONLY AND IS INTENDED ONLY TO INDICATE THE POSSIBLE EXISTENCE THEREOF. IT IS BASED ON VISIBLE EVIDENCE AVAILABLE FROM THE AERIAL MAPPING, MAPS, AND INFORMATION PROVIDED BY THE UTILITY OWNERS AND IN SOME CASES MARKED AND SURVEYED IN THE FIELD. THE UTILITY LOCATIONS AND INFORMATION SHOWN MAY NOT BE ACCURATE OR COMPLETE AND SHOULD NOT BE RELIED ON. ALL UTILITY INFORMATION MUST BE VERIFIED IN THE FIELD WITH THE APPROPRIATE AUTHORITIES PRIOR TO ANY CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES FROM DAMAGE AND TO REPAIR ALL DAMAGE TO EXISTING UTILITIES AT NO COST TO THE OWNER OR ENGINEER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF SIGNIFICANT DIFFERENCES IN THE FIELD LOCATION OF EXISTING UTILITIES FROM THAT SHOWN ON THE DRAWINGS. 5. THE CONTRACTOR SHALL NOTIFY THE UTILITIES 48 HOURS THE CONTRACTOR SHALL NOTIFY THE UTILITIES 48 HOURS (2 BUSINESS DAYS) IN ADVANCE OF ANY WORK IN THE VICINITY OF THEIR UNDERGROUND OR OVERHEAD UTILITY. 6. THE PARK HAS EXISTING UNDERGROUND UTILITIES WITH THE PARK HAS EXISTING UNDERGROUND UTILITIES WITH LITTLE TO NO ACCURATE INFORMATION AVAILABLE ON THEIR LOCATIONS. THE CONTRACTOR WILL WORK WITH PARK PERSONNEL TO DETERMINE THE LOCATIONS AND DEPTHS OF EACH UTILITY AND AVOID CONFLICTS.

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1. THRUST BLOCKING SHALL BE PROVIDED AT ALL TEES, HORIZONTAL THRUST BLOCKING SHALL BE PROVIDED AT ALL TEES, HORIZONTAL BENDS, VERTICAL BENDS, AND OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. MEGALUG STYLE RESTRAINERS, OR OTHER APPROVED EQUAL, SHALL BE UTILIZED ON ALL FITTINGS. BOTH SHALL BE REQUIRED. 2. THE CONTRACTOR SHALL FIELD VERIFY THE DEPTH, LOCATION, THE CONTRACTOR SHALL FIELD VERIFY THE DEPTH, LOCATION, AND MATERIAL OF ALL EXISTING CULVERTS AND OTHER DRAINAGE STRUCTURES PRIOR TO ANY CONSTRUCTION ACTIVITIES TAKING PLACE. 3. PROPERTY LINE AND RIGHT OF WAY INFORMATION SHOWN HEREON PROPERTY LINE AND RIGHT OF WAY INFORMATION SHOWN HEREON IS FOR INFORMATION ONLY AND IS INTENDED ONLY TO INDICATE THE POSSIBLE EXISTENCE THEREOF. IT IS BASED ON TAX MAPS AND RECORDS. THE PROPERTY AND RIGHT OF WAY LINES AND INFORMATION SHOWN MAY NOT BE ACCURATE OR COMPLETE AND SHOULD NOT BE RELIED ON. ALL PROPERTY AND RIGHT OF WAY INFORMATION MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. 4. THE USE OF HYMAX TYPE COUPLINGS SHALL NOT BE CONSIDERED THE USE OF HYMAX TYPE COUPLINGS SHALL NOT BE CONSIDERED WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE ENGINEER. 5. ALL VIDEO RECORDING FOR THE PROJECT MUST BE COMPLETED ALL VIDEO RECORDING FOR THE PROJECT MUST BE COMPLETED AND SUBMITTED TO THE ENGINEER PRIOR TO START OF ANY CONSTRUCTION WORK. 6. ALL ITEMS DISTURBED BY CONSTRUCTION OF THIS CONTRACT ALL ITEMS DISTURBED BY CONSTRUCTION OF THIS CONTRACT SHALL BE REMOVED AND REPLACED IN KIND, SUCH AS BUT NOT LIMITED TO LANDSCAPING, FENCING, DRIVEWAYS, DRAINAGE PIPE, HEADWALLS, DRAINAGE DITCHES, RETAINING WALLS, ETC. 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN SEVEN DAYS OF COMPLETION OF THE BACKFILL OPERATION. 8. ALL LINES SHALL HAVE 42" MINIMUM COVER. ALL PIPE SHALL BE ALL LINES SHALL HAVE 42" MINIMUM COVER. ALL PIPE SHALL BE PVC C-900 PC 305 (DR-14), UNLESS NOTED OTHERWISE ON THE DRAWINGS. 9. CLEANUP WILL BE ACCOMPLISHED DAILY. THE CONTRACTOR CLEANUP WILL BE ACCOMPLISHED DAILY. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, SHIPPING AND PACKING MATERIALS, SCRAP, TRASH, GARBAGE, ETC. ON A DAILY BASIS. THIS SHALL INCLUDE ALL GRADING, PLANTINGS, AND TEMPORARY SIDEWALK, DRIVEWAY AND ROAD RESTORATION. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL RESULT IN STOPPING OF ALL PIPE LAYING ACTIVITIES UNTIL CLEANUP WORK IS CAUGHT UP. OWNER RESERVES THE RIGHT TO WITHHOLD ALL PAYMENTS UNTIL THESE REQUIREMENTS ARE MET. 10. CONTRACTOR MUST FOLLOW ALL REQUIREMENTS OF SECTION CONTRACTOR MUST FOLLOW ALL REQUIREMENTS OF SECTION 01565 - "EROSION AND SEDIMENTATION CONTROLS" DURING THE ENTIRE DURATION OF CONSTRUCTION. 11. AS NEW LINES ARE INSTALLED AND OLD LINES ARE ABANDONED, AS NEW LINES ARE INSTALLED AND OLD LINES ARE ABANDONED, SOME OF THESE EXISTING USERS WILL HAVE TO BE DISCONNECTED FROM THE OLD SYSTEM AND CONNECTED TO THE NEW SYSTEM. THOSE USERS GENERAL LOCATION OF THEIR SERVICE LINE IS NOT KNOWN. THE LOCATIONS OF THOSE LINES WILL VARY IN THE FIELD. SEE SECTION 01050 - "MEASUREMENT AND PAYMENT" AS TO HOW THE CONTRACTOR WILL BE REIMBURSED FOR THIS WORK. THERE SHALL BE NO INTERRUPTION OF ANY SERVICE. 12. ALL BIDDERS ARE REQUIRED TO HAVE A WV CONTRACTORS ALL BIDDERS ARE REQUIRED TO HAVE A WV CONTRACTORS LICENSE PER SECTION 21-11-11 OF THE WV CODE. 13. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CULVERT CONTRACTOR SHALL FIELD VERIFY THE EXISTING CULVERT LOCATION AND DEPTH PRIOR TO ANY CONSTRUCTION TAKING PLACE IN ORDER TO DETERMINE NEW WATERLINE LOCATION IN RELATION TO CULVERT. 14. WHERE NO SURFACE RESTORATION IS SHOWN, IT IS INTENDED TO WHERE NO SURFACE RESTORATION IS SHOWN, IT IS INTENDED TO INSTALL THE NEW WATERLINE WITHOUT DAMAGING THE EXISTING ASPHALT. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION TAKING PLACE. 15. ALL PIPE IN 2" TO 3" WILL UTILIZE DI FITTINGS WITH JOINT ALL PIPE IN 2" TO 3" WILL UTILIZE DI FITTINGS WITH JOINT RESTRAINTS AND THRUST BLOCKS. 16. THE DI SECTION OF THIS PROPOSED WATER LINE HAS PRESSURE THE DI SECTION OF THIS PROPOSED WATER LINE HAS PRESSURE APPROACHING 300 PSI. THE PVC PORTION HAS PRESSURES OF 200 PSI. CONTRACTOR WILL UTILIZE PROPER FITTINGS AND OTHER MATERIALS FOR THESE PRESSURES. 17. THE DIP FROM STA. 0+00 TO STA. 6+35 SHALL BE CL 54 AND THE DIP FROM STA. 0+00 TO STA. 6+35 SHALL BE CL 54 AND DOUBLE CEMENT-MORTAR LINED, AND UTILIZE POLYETHYLENE ENCASEMENT WITH BRONZE WEDGES.

AutoCAD SHX Text CONSTRUCTION NOTES FOR WORKING WITHIN WV DOH RIGHT-OF-WAY 1. THE FOLLOWING NOTES APPLY TO ALL PLAN SHEETS IN THIS CONTRACT. THE FOLLOWING NOTES APPLY TO ALL PLAN SHEETS IN THIS CONTRACT. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL MAKE A COMPLETE PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL MAKE A COMPLETE RECORDING SHOWING THE ROAD SURFACE OF THE ENTIRE PROJECT AND PRESENT IT TO THE DEPARTMENT OF HIGHWAYS AND THE PROJECT ENGINEER. 3. ALL LANES OF ALL STATE ROADS SHALL BE OPEN FOR USE EVERYDAY AT THE ALL LANES OF ALL STATE ROADS SHALL BE OPEN FOR USE EVERYDAY AT THE END OF WORK. 4. CLEANUP WILL BE ACCOMPLISHED DAILY. SHOULDERS WILL BE RESTORED AND CLEANUP WILL BE ACCOMPLISHED DAILY. SHOULDERS WILL BE RESTORED AND STABILIZED WITH STONE ADDED AT THE DISCRETION OF THE WV DOH. ALL CULVERTS AND DRAINAGE DITCHES SHALL BE OPENED AND MAINTAINED DURING CONSTRUCTION. 5. THE WEST VIRGINIA DIVISION OF HIGHWAYS PUBLICATIONS "STANDARD THE WEST VIRGINIA DIVISION OF HIGHWAYS PUBLICATIONS "STANDARD SPECIFICATIONS ROADS AND BRIDGES" AND "ACCOMMODATIONS OF UTILITIES ON HIGHWAY RIGHT OF WAY," THE LATEST EDITION, ARE PART OF THE PROJECT SPECIFICATIONS AND WILL BE ADHERED TO BY THE CONTRACTOR. 6. TRAFFIC CONTROL SHALL CONFORM TO THE WV DOH PUBLICATION "TRAFFIC TRAFFIC CONTROL SHALL CONFORM TO THE WV DOH PUBLICATION "TRAFFIC CONTROL FOR STREET AND HIGHWAY CONSTRUCTION & MAINTENANCE OPERATION", LATEST EDITION. WV DOH REQUIRES 7 DAYS NOTICE IF IMPEDING TRAFFIC, AND 48 HOURS IF NOT IMPEDING TRAFFIC. 7. THE CONTRACTOR SHALL PROVIDE COMPACTION TESTING IN WV DOH THE CONTRACTOR SHALL PROVIDE COMPACTION TESTING IN WV DOH RIGHT-OF-WAYS EVERY 500 LF OF PIPE INSTALLED OR ONCE EACH DAY, WHICHEVER IS GREATER. 8. ALL DAMAGE TO ROAD SURFACES SHALL BE REPAIRED ACCORDING TO WEST ALL DAMAGE TO ROAD SURFACES SHALL BE REPAIRED ACCORDING TO WEST VIRGINIA DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS AND DETAILS. 9. ALL EXISTING DUMP ROCK OR RIP RAP DITCHES DISTURBED BY THE WATER ALL EXISTING DUMP ROCK OR RIP RAP DITCHES DISTURBED BY THE WATER LINE/SEWER LINE CONTRACTOR SHALL BE RESTORED WITH SAME SIZE, GRADE AND QUANTITY OF ROCK AFTER WATER LINE/SEWER LINE HAS BEEN INSTALLED. 10. MAGNETIC MARKING TAPE SHALL BE INSTALLED AT A DEPTH OF 18" BELOW FINISH MAGNETIC MARKING TAPE SHALL BE INSTALLED AT A DEPTH OF 18" BELOW FINISH GRADE OVER ALL WATER LINES. 11. REPAIRS TO DRIVEWAYS ON WV DOH RIGHT-OF-WAYS SHALL CONFORM TO THE REPAIRS TO DRIVEWAYS ON WV DOH RIGHT-OF-WAYS SHALL CONFORM TO THE APPROPRIATE WV DOH TYPICAL REPAIR DETAIL. 12. ALL TRENCH REPAIR SHALL BE TYPE 'A' AS SHOWN ON DETAIL DRAWINGS. ALL TRENCH REPAIR SHALL BE TYPE 'A' AS SHOWN ON DETAIL DRAWINGS. ASPHALT PAVEMENT OVERLAY SHALL BE FULL OR HALF-WIDTH AS SHOWN. 13. BOLLARDS ARE NOT PERMITTED TO BE INSTALLED IN WV DOH RIGHT-OF-WAY. BOLLARDS ARE NOT PERMITTED TO BE INSTALLED IN WV DOH RIGHT-OF-WAY. 14. ALL NEW WATER METERS SHALL BE PLACED OUTSIDE OF WV DOH RIGHT-OF-WAY. ALL NEW WATER METERS SHALL BE PLACED OUTSIDE OF WV DOH RIGHT-OF-WAY. 15. ALL NEW HYDRANTS SHALL BE PLACED AT THE WV DOH RIGHT-OF-WAY LINE. ALL NEW HYDRANTS SHALL BE PLACED AT THE WV DOH RIGHT-OF-WAY LINE. 16. ALL NEW VALVE BOXES SHALL BE BURIED 12" WHEN INSTALLED IN THE DITCH ALL NEW VALVE BOXES SHALL BE BURIED 12" WHEN INSTALLED IN THE DITCH LINE. 17. VALVE OR WATER LINE MARKERS SHALL BE PLACED TO IDENTIFY VALVE BOXES VALVE OR WATER LINE MARKERS SHALL BE PLACED TO IDENTIFY VALVE BOXES AND ROAD CROSSINGS, ON BOTH SIDES OF THE CROSSING. THE MARKERS SHALL BE PLACED ON THE BACK SIDE OF THE DITCH SO AS TO NOT PREVENT MAINTENANCE OPERATIONS.

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PARCEL NUMBER

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TAX MAP

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CONNECTION DETAIL REFERENCE

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SHEET NUMBER

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DETAIL NUMBER

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TEMPORARY BENCH MARK

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CONNECTION DETAIL LOCATION

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GAS LINE

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PROPOSED WATERLINE

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SANITARY SEWER

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STORM SEWER

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EXISTING WATERLINE

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UNDERGROUND TELEPHONE

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UNDERGROUND ELECTRIC

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PROPOSED GATE VALVE WITH BOX

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PROPOSED BLOW-OFF ASSEMBLY

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UNDERGROUND TELEPHONE PEDESTAL

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FORCEMAIN

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STEEL CASING PIPE

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CULVERT PIPE

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PROPERTY LINE

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RIP RAP

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UTILITY POLE

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PROPOSED 6" DIP CL 54 WATERLINE

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EX. 6" DIP WATERLINE

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CONNECT TO EXISTING - BEGIN WATERLINE IMPROVEMENTS STA. 0+00

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EXISTING 8" WATERLINE WESTON TO WEBSTER SPRINGS INTERCONNECTION

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BEGIN LINE CONNECT TO EXISTING STA. 0+00

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4" DIP CL 350

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6" DIP CL 54

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EXISTING 6" G.V.

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EX. 24" RCP

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36" CMP

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18" CMP

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STATE ROAD COMM. HACKER VALLEY DISTRICT T.M. 8E / PAR. 61.1 D.B. X / PG. X

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 4 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 4 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 4 D.B. 118 / PG. 4

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6" DIP BALL & SOCKET - 180 L.F. STREAM CROSSING

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6" DIP CL 54

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SEE CONNECTION DETAIL 1-1 ON THIS SHEET

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MASTER METER (STA. 6+30)

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2" BLOW OFF ASSEMBLY (STA. 6+47)

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4" DIP CL 350

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3/4" SERVICE CONNECTION (CONNECT TO DUMP STATION FROST PROOF BIB) (STA. 14+30)

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FIRE HYDRANT ASSEMBLY (STA. 6+16)

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EX. WATER (FROM CAMPGROUND TANK) (TO BE ABANDONED-IN-PLACE)

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4" DIP CL 350

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2" PVC CL 315 (STA. 29+33)

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CONNECT TO EXISTING BATHHOUSE

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3/4" SERVICE CONNECTION (TO BE INSTALLED BY WV AMERICAN WATER)

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EX. " GALV. WATER 34" GALV. WATER (TO BE ABANDONED-IN-PLACE)

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EX. " (FEEDS 4 34" (FEEDS 4 SITES/YARD HYDRANTS (TO REMAIN)

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EX. 2" POSSIBLY 3" SCHEDULE 40 PVC (TO BE ABANDONED-IN-PLACE)

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4" G.V. (STA. 20+00)

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EX. G.V. (TO BE ABANDONED- IN-PLACE)

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STREAM CROSSING APPROX. (STA. 0+50)

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TYPE 'A' TRENCH RESTORATION - 25 L.F.

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6"X4" DI MJ REDUCER (STA. 6+57)

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AIR RELEASE VALVE (STA. 17+00)

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EXISTING 6" M.J. CAP

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MATCHLINE - SEE DRAWING NO. 2

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1. THE NEW 6" DIP CL 54 WATER LINE FROM STA. 0+00 TO STA. 6+52 WILL THE NEW 6" DIP CL 54 WATER LINE FROM STA. 0+00 TO STA. 6+52 WILL BE INSTALLED, PIGGED, PRESSURE TESTED, AND DISINFECTED FIRST. THIS SECTION WILL BE TURNED OVER TO AND OPERATED AND MAINTAINED BY WV AMERICAN WATER, UP TO THE MASTER METER. 2. ONCE THE FIRST SECTION OF LINE HAS BEEN PLACED IN SERVICE, WV ONCE THE FIRST SECTION OF LINE HAS BEEN PLACED IN SERVICE, WV AMERICAN WATER WILL PERFORM A TAP FOR THE DOH GARAGE TO BECOME THEIR CUSTOMER. UP UNTIL THAT POINT, THE DOH GARAGE MUST BE KEPT IN SERVICE. THE GARAGE IS CURRENTLY SERVED BY THE EXISTING PARK'S WATER SYSTEM. 3. CONSTRUCTION IN THE PARK MAY COMMENCE AFTER THAT POINT. ALL CONSTRUCTION IN THE PARK MAY COMMENCE AFTER THAT POINT. ALL EXISTING SERVICES SHALL REMAIN IN SERVICE UNTIL AFTER THE REMAINDER OF THE NEW LINES ARE PIGGED, PRESSURE TESTED, AND DISINFECTED.

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EXISTING 8" WATERLINE WESTON TO WEBSTER SPRINGS INTERCONNECTION - CONTRACT 3

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4" DIP CL 350

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36" CMP

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18" CMP

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18" CMP

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18" CMP

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24" CMP

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24" CMP

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24" CMP

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 4 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 4 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 4 D.B. 118 / PG. 4

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EX. WATER (FROM CAMPGROUND TANK) (TO BE ABANDONED-IN-PLACE)

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EX. WATER (FROM CAMPGROUND TANK) (TO BE ABANDONED-IN-PLACE)

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4" DIP CL 350

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2" PVC CL 315 (STA. 29+33)

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CONNECT TO EXISTING BATHHOUSE

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EX. 2" POSSIBLY 3" SCHEDULE 40 PVC (TO BE ABANDONED-IN-PLACE)

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4" G.V. (STA. 40+00)

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EX. G.V. (TO BE ABANDONED- IN-PLACE)

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4" DIP CL 350

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4" PVC C900 DR 14

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STA. 58+00

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MATCHLINE - SEE DRAWING NO. 3

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EXISTING 8" WATERLINE WESTON TO WEBSTER SPRINGS INTERCONNECTION - CONTRACT 3

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4" PVC C900 DR 14

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18" HDPE

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18" CMP

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18" CMP

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CAMPGROUND SITES

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18" CMP

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CAMPGROUND SITES

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18" HDPE

AutoCAD SHX Text WEST VIRGINIA DEPARTMENT OF NATURAL RESOURCES HACKER VALLEY DISTRICT T.M. 8D / PAR. 31 D.B. - / PG. -

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 3 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 3 D.B. 118 / PG. 4

AutoCAD SHX Text WEST VIRGINIA DEPARTMENT OF NATURAL RESOURCES HACKER VALLEY DISTRICT T.M. 8D / PAR. 30 D.B. - / PG. -

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 4 D.B. 118 / PG. 4

AutoCAD SHX Text WEST VIRGINIA DEPARTMENT OF NATURAL RESOURCES HACKER VALLEY DISTRICT T.M. 8D / PAR. 30 D.B. - / PG. -

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4" PVC C900 DR 14

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2" PVC CL 315 (STA. 71+52)

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2" PVC CL 315 (STA. 85+16)

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CONNECT TO EXISTING BATHHOUSE

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4" PVC C900 DR 14

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4" G.V. (STA. 60+00)

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EX. 2" POSSIBLY 3" SCHEDULE 40 PVC (TO BE ABANDONED-IN-PLACE)

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EX. 1" SERVICE (TO BE ABANDONED-IN-PLACE)

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4" G.V. (STA. 80+00)

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EX. 1 " SERVICE 14" SERVICE (TO BE ABANDONED-IN-PLACE)

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TO BE ABANDONED ON SITE

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4" DIP CL 350

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4" PVC C900 DR 14

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4" DIP CL 350

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STA. 58+00

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AIR RELEASE VALVE (STA. 66+00)

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MATCHLINE - SEE DRAWING NO. 2

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NO.

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DATE

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DESCRIPTION

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10PARK RD

LAUREL FORK

AREA #1

DRAWING

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4" PVC C900 DR 14

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28" CMP

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CAMPGROUND SITES

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18" CMP

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4" CMP

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18" CMP

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24" CMP

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24" CMP

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24" CMP

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24" CMP

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 3 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 3 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 5 D.B. - / PG. -

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 5 D.B. - / PG. -

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 5 D.B. - / PG. -

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3/4" SERVICE CONNECTION (CONNECT TO EXISTING FROST PROOF BIB) (STA. 90+31)

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CONNECT TO EXISTING BATH HOUSE

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2" PVC CL 315 (STA. 97+93)

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CONNECT TO EXISTING WATER FOUNTAIN

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3/4" SERVICE CONNECTION

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4" PVC C900 DR 14 CERTA-LOK - 140 L.F.

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4" PVC C900 DR 14

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2" PVC CL 315 (STA. 118+66)

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CONNECT TO EXISTING PAVILION

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EX. 2" SERVICE (TO BE ABANDONED-IN-PLACE)

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EX. 3" SCHEDULE 40 PVC (TO BE ABANDONED-IN-PLACE)

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4" G.V. (STA. 100+00)

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EX. 2" SERVICE (TO BE ABANDONED- IN-PLACE)

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CHECK IN STATION CONNECTION

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PRIMITIVE CAMPGROUND

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EX. BLOW-OFF (POSSIBLY) (TO BE ABANDONED-IN-PLACE)

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EX. 2" SCHEDULE 40 PVC (TO BE ABANDONED-IN-PLACE)

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4" G.V. (STA. 120+00)

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EX. SHUT-OFF VALVE (TO BE ABANDONED-IN-PLACE)

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STREAM CROSSING APPROX. (STA. 103+50)

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4" PVC C900 DR 14 CERTA-LOK - 100 L.F.

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STREAM CROSSING APPROX. (STA. 119+66)

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MATCHLINE - SEE DRAWING NO. 3

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NO.

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DATE

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DESCRIPTION

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RK R

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2" PVC CL 315

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ROCK WALL

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TENNIS COURT

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SEWER PLANT

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CABIN #10

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CABIN #9

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CABIN #8

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CABIN #7

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CABIN #6

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CABIN #5

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CABIN #4

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BRICK

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 6 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 6 D.B. 118 / PG. 4

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 5 D.B. - / PG. -

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 5 D.B. - / PG. -

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2" PVC CL 315 CERTA-LOK - 120 L.F.

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4" PVC C900 DR 14

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3/4" SERVICE CONNECTION

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3/4" SERVICE CONNECTION

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3/4" SERVICE - 80 L.F.

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3/4" SERVICE CONNECTION

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3/4" SERVICE CONNECTION

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3/4" SERVICE CONNECTION

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EX. WATER (TO BE ABANDONED-IN-PLACE)

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2" PVC CL 315 CERTA-LOK - 200 L.F.

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4" PVC C900 DR 14 CERTA-LOK - 100 L.F.

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EX. WATER (TO BE ABANDONED- IN-PLACE)

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EX. WATER (TO BE ABANDONED- IN-PLACE)

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AutoCAD SHX Text 2" G.V. (140+00)

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2"X2" MJ TEE (140+76)

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2" PVC CL 315

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2" PVC CL 315 CERTA-LOK - 100 L.F.

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3/4" SERVICE CONNECTION

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2"X2" MJ TEE

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2"X1" REDUCER (STA. 156+45)

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1" COPPER

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3/4" SERVICE CONNECTION

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1" COPPER

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3/4" SERVICE CONNECTION

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3/4" SERVICE CONNECTION

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ELECTRICAL SERVICE

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2"X1" REDUCER

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STREAM CROSSING APPROX. (STA. 124+17)

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STREAM CROSSING APPROX. (STA. 135+35)

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STREAM CROSSING APPROX. (STA. 155+75)

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4"X2" DI MJ REDUCER (STA. 135+21)

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AIR RELEASE VALVE (STA. 144+00)

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AIR RELEASE VALVE (STA. 155+00)

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STREAM CROSSING APPROX.

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MATCHLINE - SEE DRAWING NO. 3

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NO.

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DESCRIPTION

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UREL

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CABIN #4

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CABIN #3

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CABIN #2

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CABIN #1

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STATE OF WEST VIRGINIA HACKER VALLEY DISTRICT T.M. 2 / PAR. 6 D.B. 118 / PG. 4

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END LINE STA. 159+36

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1" COPPER

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3/4" SERVICE CONNECTION

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NO.

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DESCRIPTION

'-6

10'-5"

SHELF

ELEC.

TIMER

TANK

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NOTE: SEE PLAN SHEET 1 FOR SITE LOCATION

FLOOR PLAN

SCALE: NTS

NOTES:

1. REMOVE ALL EQUIPMENT & PIPING. BUILDING TO REMAIN.

2. THE REMOVED EQUIPMENT WILL BE OFFERED TO THE OWNER. IF THE OWNER DOES NOT

ACCEPT THE EQUIPMENT, IT WILL BECOME PROPERTY OF THE CONTRACTOR IN ORDER

TO DISPOSE OF IN ACCORDANCE TO ALL JURISDICTIONS HAVING AUTHORITY OVER SUCH.

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TANK

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TANK

HATCH

FENCE

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FLOOR PLAN

SCALE: NTS

NOTES:

1. THE EXISTING FENCING SHALL BE REMOVED.

2. THE TOP OF THE TANK SHALL BE REMOVED AND DISPOSED OF PROPERLY.

3. THE WALLS SHALL BE REMOVED TO A DEPTH OF 18" BELOW FINISHED GRADE.

4. THE BOTTOM OF THE TANK SHALL BE BROKEN UP SO AS TO NOT HOLD WATER.

5. FILL MATERIAL WILL BE USED TO BACK FILL THE TANK UP TO FINISHED GRADE.

6. THE ENTIRE SITE WILL BE SEEDED AND MULCHED.

7. FOR BIDDING PURPOSES, ASSUME THE TANK IS 10' DEEP.

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NOTES:

1. REMOVE ALL EQUIPMENT & PIPING. BUILDING TO REMAIN.

2. THE REMOVED EQUIPMENT WILL BE OFFERED TO THE OWNER. IF THE OWNER DOES NOT

ACCEPT THE EQUIPMENT, IT WILL BECOME PROPERTY OF THE CONTRACTOR IN ORDER

TO DISPOSE OF IN ACCORDANCE TO ALL JURISDICTIONS HAVING AUTHORITY OVER SUCH.

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TANK

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2" PIPING

'-8

31'-8"

12'-0"

19'-8"

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FLOOR PLAN

SCALE: NTS

NOTES:

1. THE EXISTING FENCING SHALL BE REMOVED.

2. THE TOP OF THE TANK SHALL BE REMOVED AND DISPOSED OF PROPERLY.

3. THE WALLS SHALL BE REMOVED TO A DEPTH OF 18" BELOW FINISHED GRADE.

4. THE BOTTOM OF THE TANK SHALL BE BROKEN UP SO AS TO NOT HOLD WATER.

5. FILL MATERIAL WILL BE USED TO BACK FILL THE TANK UP TO FINISHED GRADE.

6. THE ENTIRE SITE WILL BE SEEDED AND MULCHED.

7. FOR BIDDING PURPOSES, ASSUME THE TANK IS 10' DEEP.

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20" 24"

16" 12" 8" 6" 2"

11 1/4°

22 1/2°

45°

90°Pipe Size

Tee or Dead End

THRUST BLOCK DETAILS

NOT TO SCALE

TYPICAL VALVE BOX DETAIL

NOT TO SCALE

CONCRETE SIDEWALK REPAIR

NOT TO SCALE

WATER SUPPLY FOR PIGGING, FLUSHING,

PRESSURE TESTING, & DISINFECTING WATERLINES

NOT TO SCALE

SERVICE W/ PRV DETAIL

NOT TO SCALE

S S

PROFILE SHOWING ROADWAY CROSSING REQUIREMENTS

NOT TO SCALE

CLEARANCES BETWEEN WATER & SEWER LINES

NOT TO SCALE

AIR/VACUUM RELEASE VALVE

NOT TO SCALE DRAWING

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CAP

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DUC-LUG

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58" ALL THREADROD

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CONCRETE COLLAR

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FRICTION CLAMP

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11 TO 45 OVER BEND INSTALLATION14° TO 45° OVER BEND INSTALLATION

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11 TO 45 BEND INSTALLATION14° TO 45° BEND INSTALLATION

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90° BEND INSTALLATION

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TEE INSTALLATION

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RETAINER GLAND (TYP.)

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RETAINER GLAND (TYP.)

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RETAINER GLAND (TYP.)

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END CAP RESTRAINT

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RETAINER GLAND (TYP.)

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AutoCAD SHX Text 1 "x " ST. 34"x " ST. 12" ST. STL. STRAPS

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34" ST. STL. ANCHOR BOLTS (12" MIN. EMBED.) W/ 3" HOOK)

AutoCAD SHX Text NOTE: : ALL EXPOSED ANCHORS, STRAPS, AND NUTS TO BE PAINTED WITH BITUMASTIC PAINT.

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THRUST BLOCK SCHEDULE

AutoCAD SHX Text S.F. AREA AGAINST UNDISTURBED SOIL 150 PSI @ SOIL BEARING CAPACITY OF 1000 LBS/FT 2i.e. SOFT CLAY

AutoCAD SHX Text NOTES 1. ALL PIPE AND FITTINGS SHALL BE WRAPPED ALL PIPE AND FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE SHEET TO PREVENT CONTACT WITH CONCRETE. 2. USE MECHANICAL JOINT FITTINGS WITH USE MECHANICAL JOINT FITTINGS WITH MEGA-LUG RETAINER AT ALL LOCATIONS REQUIRING THRUST BLOCKING. 3. THRUST BLOCKING BEARING SURFACES TO BE THRUST BLOCKING BEARING SURFACES TO BE PLACED AGAINST UNDISTURBED EARTH. (SEE THRUST BLOCK SCHEDULE FOR SIZES)

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6" MIN. COVER OVER VALVE BOX LID WHEN PLACED IN WV DOH DITCH LINE

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VALVE BOX & COVER

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EXISTING OR PROPOSED FINISHED GRADE

AutoCAD SHX Text 6"

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EARTH

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CONCRETE PAD

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3 PIECE ADJUSTABLE CAST IRON VALVE BOX

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COMPACTED BACKFILL TO NATURAL GROUND

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SUPPORT BOX WITH CLEAN GRAVEL

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4" CONCRETE BLOCK OR CONCRETE BEARING PAD

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VALVE SIZE + 12"

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5 " SHAFT14" SHAFT

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#3 REBAR (TYP.)

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42" MIN.

AutoCAD SHX Text NOTES 1. PROVIDE PLASTIC POST-TYPE VALVE LOCATOR AT PROVIDE PLASTIC POST-TYPE VALVE LOCATOR AT EACH VALVE LOCATION. 2. SIMILAR INSTALLATION FOR CURB BOX OR SERVICE SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE.

AutoCAD SHX Text NOTES: : 1. CONCRETE SHALL BE AIR-ENTRAINED WITH A COMPRESSIVE STRENGTH OF 4000 PSI. CONCRETE SHALL BE AIR-ENTRAINED WITH A COMPRESSIVE STRENGTH OF 4000 PSI. 2. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS, OR AS SHOWN ON PLANS. 3. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 20' INTERVALS (NOT TO EXCEED ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 20' INTERVALS (NOT TO EXCEED 30') AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. 4. A SEALED 1/2" EXPANSION JOINT WILL BE RQUIRED WHERE THE SIDEWALK JOINS A SEALED 1/2" EXPANSION JOINT WILL BE RQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 5. MINIMUM WIDTH OF SIDEWALKS SHALL BE 5', UNLESS OTHERWISE INDICATED ON MINIMUM WIDTH OF SIDEWALKS SHALL BE 5', UNLESS OTHERWISE INDICATED ON PLANS, OR ARE TO MATCH EXISTING SIDEWALK WIDTH. 6. CONCRETE FINISH TO BE ROUGH BROOM TEXTURE/FINISH PERPENDICULAR TO TRAFFIC CONCRETE FINISH TO BE ROUGH BROOM TEXTURE/FINISH PERPENDICULAR TO TRAFFIC FLOW.

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EXPANSION JOINT SAW SCORE JOINT

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SCORE JOINT 1/8" RADIUS (TYP.)

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AGGREGATE STONE BASE

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COMPACTED SUBBASE

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EXPANSION JOINT IN SIDEWALK

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AGGREGATE STONE BASE

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COMPACTED SUBBASE

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SCORE JOINT 1/8" RADIUS (TYP.)

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ROUGH BROOM TEXTURE/FINISH

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GROOVED JOINT IN SIDEWALK

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EXIST. WATER MAIN

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EXIST. WATER MAIN

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NEW WATERLINE EXTENSION

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TAP NEW WATERLINE W/ 1" CORPORATION STOP

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TAP EXIST. WATERLINE W/ 1" CORPORATION STOP

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GATE VALVE

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TAPPING TEE OR OTHER CONNECTION

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1" COPPER SERVICE LINE

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1" COPPER SERVICE LINE

AutoCAD SHX Text 1" WATER METER W/ DOUBLE CHECK VALVES ON UPSTREAM SIDE OF METER. LOCATE METER AND VALVE ASSEMBLY INSIDE METER WELL. ONLY THE WATER METER WILL BE FURNISHED BY WVAW. THE CONTRACTOR WILL FURNISH AND INSTALL ALL OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM

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AutoCAD SHX Text NOTES 1. ANY AREA DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE ANY AREA DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED TO THE ORIGINAL OR BETTER CONDITION. 2. ALL PAVEMENT RESTORATION SHALL BE AS SHOWN IN THE SPECIFICATIONS. ALL PAVEMENT RESTORATION SHALL BE AS SHOWN IN THE SPECIFICATIONS. 3. UTILITIES AND OTHER UNDERGROUND STRUCTURES INDICATED ON PLANS ARE SHOWN UTILITIES AND OTHER UNDERGROUND STRUCTURES INDICATED ON PLANS ARE SHOWN FOR THE PURPOSE OF INDICATING THE EXISTENCE OF SUCH UTILITIES OR STRUCTURES, AND NO GUARANTEE IS GIVEN FOR THEIR EXACT LOCATION OR THE COMPLETENESS OF INFORMATION SHOWN. 4. WATER METER & FIRE HYDRANT LOCATION COULD VARY FROM LOCATION SHOWN TO WATER METER & FIRE HYDRANT LOCATION COULD VARY FROM LOCATION SHOWN TO MEET SITE CONDITIONS.

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SERVICE LINE

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TAPERED CORP. STOP

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WATER MAIN

AutoCAD SHX Text NOTES: : 1. PROVIDE DOUBLE STRAP SERVICE SADDLE TAP FOR ALL PIPE. PROVIDE DOUBLE STRAP SERVICE SADDLE TAP FOR ALL PIPE. 2. SERVICE LINE IS EITHER COPPER OR PVC CL 315. SERVICE LINE IS EITHER COPPER OR PVC CL 315. 3. THE PRESSURE REGULATOR SHALL BE A ZURN MODEL 500XL3, OR THE PRESSURE REGULATOR SHALL BE A ZURN MODEL 500XL3, OR ENGINEER'S APPROVED EQUAL. 4. EACH SERVICE CONNECTION OR CONNECTION TO THE EXISTING SYSTEM EACH SERVICE CONNECTION OR CONNECTION TO THE EXISTING SYSTEM SHALL INCLUDE THE INSTALLATION OF A PRESSURE REGULATOR.

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EXISTING R/W

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EXISTING R/W

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PIPE COUPLING IF NEEDED

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SERVICE LINE

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PRESSURE REGULATOR WITH ADAPTER

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BALL VALVE

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METER BOX FRAME & COVER

AutoCAD SHX Text 21"x30" POLYETHYLENE METER BOX

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BALL VALVE

AutoCAD SHX Text A

AutoCAD SHX Text NOTE: : IF VERTICAL SEPARATION IS LESS THAN 18" SEWER TO BE RECONSTRUCTED TO WATER MAIN STANDARDS OR ENCASED IN CONCRETE.

AutoCAD SHX Text NOTE: : WV DEPARTMENT OF HEALTH APPROVAL MUST BE OBTAINED FOR THE CONSTRUCTION OF POTABLE WATER AND SANITARY SEWER LINES WITH IN THE SAME TRENCH.

AutoCAD SHX Text NOTE: : IF VERTICAL SEPARATION IS LESS THAN 18" SEWER TO BE RECONSTRUCTED TO WATER MAIN STANDARDS.

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JOINTS EQUIDISTANT FROM OF WATERLINE.

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5' MIN.

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5' MIN.

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BULKHEAD (IF USED)

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CASING

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SECTION WITHOUT DITCH

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SECTION WITH DITCH OR CURB

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5' MIN.

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5' MIN.

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CASING

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BULKHEAD (IF USED)

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5' MIN.

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SLOPE EXTENDED

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CASING

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36" MIN.

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36" MIN.

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NORMAL CUT OR FILL SECTION

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5' MIN.

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SECTION C-C

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SECTION B-B

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SECTION A-A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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SANITARY SEWER

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WATERLINE

AutoCAD SHX Text 10'-0"

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MIN.

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MIN.

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WATERLINE

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SANITARY SEWER

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LENGTH

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LENGTH

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LENGTH

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LENGTH

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LENGTH

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LENGTH

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TRENCH WIDTH

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SANITARY SEWER

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CONC. SUPPORT

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CLASS A BEDDING

AutoCAD SHX Text 18"

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WATERLINE

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LESS THAN 10'-0"

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WATERLINE

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SANITARY SEWER

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18" MIN.

AutoCAD SHX Text 3'-6"

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1" BALL VALVE

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SADDLE WITH 1" TAP

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12" CLASS I COARSE AGGREGATE

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WATER MAIN

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24" METER PIT

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A.R.I. MODEL D-040 AIR/VACUUM RELEASE VALVE,OR APPROVED EQUAL

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GROUND LEVEL

METER LID MARKED "WATER" WITH (4) - 1" HOLES

CASING INSTALLATION DETAILS

NOT TO SCALE

TYPICAL FIRE HYDRANT DETAIL

NOT TO SCALE

STABILIZED CONSTRUCTION ENTRANCE DETAIL

NOT TO SCALE

CONCRETE ANCHOR DETAIL

NOT TO SCALE

SHOULDER AND DITCH REPAIR DETAIL

NOT TO SCALE

RIPRAP VEE DITCH

NOT TO SCALE

PIPE BOLLARD DETAIL

NOT TO SCALE

TYPICAL STREAM CROSSING DETAIL

NOT TO SCALE

END VIEW SIDE VIEW

NOTES:

2" BLOW-OFF ASSEMBLY

NOT TO SCALE

C E

N E

O U

S D

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DRAWING

N B

B Y:

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N O

E D

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FINISHED GRADE

AutoCAD SHX Text 1/4"

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TYPICAL PLASTIC CARRIER

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TYPICAL DUCTILE IRON CARRIER

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PVC CARRIER PIPE

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6' INTERVALS

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STEEL CASING PIPE

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D.I.P. CARRIER PIPE

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10' INTERVALS

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STEEL CASING PIPE

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12" GUSSET PLATE

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CASING

AutoCAD SHX Text 4"

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RESTRAINT SECTION

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DUC-LUG (TYP.) OR EQUAL

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TIE ROD " 34" STAINLESS STEEL

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1/4"

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END RESTRAINT SECTION

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34" HEAVY HEX. EA. SIDE TYP.

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12" GUSSET PLATE OR FRICTION CLAMP

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MEGA-LUG RETAINING GLAND OR EQUAL

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NEOPRENE END SEAL

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CARRIER PIPE AS PER PLANS

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STAINLESS STEEL CASING SPACERS * SEE NOTE

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STEEL CASING PIPE PER PLANS AND/OR SPECIFICATIONS

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SECTION

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END SEAL DETAIL

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STAINLESS STEEL CASING SPACERS

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STEEL CASING PIPE

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CARRIER PIPE

AutoCAD SHX Text 2'-0"

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STAINLESS STEEL BAND

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NEOPRENE END SEAL

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STEEL CASING PIPE

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CARRIER PIPE

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* NOTE: : PIPELINE CASING SPACERS ARE TO BE INSTALLED ACCORDING TO PIPE MANUFACTURER AND SPACER MANUFACTURER SPECIFICATIONS. THE PIPELINE SHALL NOT CONTACT THE CASING PIPE.

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FIRE HYDRANT

AutoCAD SHX Text 3'x3'x4" THK. #57 STONE PAD

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6" GATE VALVE & BOX INSTALLED IN ACCORDANCE WITH SPECIFICATIONS

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3'-0" DIA.

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MAINLINE MH DUCTILE IRON ANCHOR TEE (SEE PLANS FOR SIZE)

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CONCRETE THRUST BLOCK

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CONCRETE BLOCK OR CONCRETE BEARING PAD

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6" ANCHOR COUPLING

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CONCRETE THRUST BLOCK

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DRAIN HOLE

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RIVER STONE FOR DRAINAGE PIT TO BE LINED AND COVERED WITH FILTER FABRIC

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text NOTES: : 1. UTILIZE MECH. JOINT RETAINER GLANDS AT TEE UTILIZE MECH. JOINT RETAINER GLANDS AT TEE RUNS, BRANCH, AND AT VALVE INLET, TYPICAL EACH INSTALLATION. 2. BRANCH TEE INSTALLATIONS SIMILAR, SEE BRANCH TEE INSTALLATIONS SIMILAR, SEE PLANS FOR BRANCH SIZE. 3. DISTANCE OF HYDRANT FROM SIDEWALK, DISTANCE OF HYDRANT FROM SIDEWALK, STREET OR CURB TO CONFORM TO LOCAL REQUIREMENTS. 4. ALL PIPE AND FITTINGS SHALL BE WRAPPED ALL PIPE AND FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE SHEET TO PREVENT CONTACT WITH CONCRETE.

AutoCAD SHX Text

5. FOR INSTALLATION IN HIGH GROUND WATER FOR INSTALLATION IN HIGH GROUND WATER TABLES, ENGINEER MAY DELETE DRAINAGE PIT AND REQUIRE THE HYDRANT DRAINS TO BE PLUGGED. 6. WHEN INSTALLING HYDRANT ON EXISTING WHEN INSTALLING HYDRANT ON EXISTING LINE, UTILIZE APPROPRIATE TAPPING SLEEVE WITH VALVE, ANCHOR COUPLING, AND THEN HYDRANT.

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PUBLIC STREET

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* MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION.

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SITE

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EXISTING GROUND

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FILTER CLOTH UNDER STONE

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PUBLIC STREET

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5:1 SLOPE

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2"-4" STONE

AutoCAD SHX Text 70' L

AutoCAD SHX Text 3'

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MOUNTABLE BERM OPTIONAL

AutoCAD SHX Text 70' L

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10' MIN.

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10' MIN.

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12' MIN.*

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10' MIN.

AutoCAD SHX Text NOTES: : 1. A STABILIZED ENTRANCE PAD OF #57 WASHED STONE OR A STABILIZED ENTRANCE PAD OF #57 WASHED STONE OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL LEAVE OR ENTER THE CONSTRUCTION SITE ONTO A PUBLIC ROAD. 2. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.

AutoCAD SHX Text

TRENCH BACKFILL (AS SPECIFIED)

AutoCAD SHX Text CONCRETE ANCHOR THICKNESS = DIA. x 1.5 (1'-0" MIN. THICKNESS)

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4-#4 REBAR 4" MIN. CLR. (TYP.)

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DIA.

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FRICTION CLAMP

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DIA.+1'-2"

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DIA. + 2'-4"

AutoCAD SHX Text 1'-2"

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DIA.+1'-2"

AutoCAD SHX Text 1.06'

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DIA. + 2'-4"

AutoCAD SHX Text NOTE: : ALL PIPE AND FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE SHEET TO PREVENT CONTACT WITH CONCRETE..

AutoCAD SHX Text

6" STONE MIN.

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2' DESIRABLE SHOULDER WIDTH

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APPROX. SUBGRADE

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4:1 DESIRABLE

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INSTALL RIPRAP IN DITCH WITH CUT SLOPE STEEPER THAN 2:1

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GRADE TO DRAIN

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MINIMIZE DISRUPTION TO EXISTING VEGETATION

AutoCAD SHX Text

6" STONE MIN.

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2' DESIRABLE SHOULDER WIDTH

AutoCAD SHX Text

APPROX. SUBGRADE

AutoCAD SHX Text

4:1 DESIRABLE

AutoCAD SHX Text

GRADE TO DRAIN

AutoCAD SHX Text

MINIMIZE DISRUPTION TO EXISTING VEGETATION

AutoCAD SHX Text

INSTALL RIPRAP IN DITCH WITH CUT SLOPE STEEPER THAN 2:1

AutoCAD SHX Text

EXISTING RIPRAP TO BE REPLACED IF DISTURBED

AutoCAD SHX Text

AutoCAD SHX Text 1 ITEM 229-01, SHOULDER & DITCHES ITEM 229-01, SHOULDER & DITCHES 2 SELECT BACKFILL PER DOH STANDARD SELECT BACKFILL PER DOH STANDARD SPECIFICATIONS, LATEST EDITION

AutoCAD SHX Text NOTES: : THIS OPERATION IS INTENDED TO BE SHAPING AND/OR RECONSTRUCTION OF EXISTING SHOULDER AND DITCH LINE AFTER INSTALLATION OF THE UTILITY FACILITY. THIS OPERATION ALSO INCLUDES CLEANING OF EXISTING STRUCTURES, INLETS, AND OUTLETS. THE WIDTH OF THE SHOULDER SHALL BE A MINIMUM OF THE EXISTING SHOULDER WIDTH PRIOR TO CONSTRUCTION. HOWEVER ADDITIONAL WIDTH SHALL BE PROVIDED WHEN SUFFICIENT AREA IS AVAILABLE WITH COMPROMISING THE DITCH. THE DEPTH OF THE DITCH SHALL BE A MINIMUM OF THE EXISTING DEPTH PRIOR TO CONSTRUCTION. HOWEVER THE SLOPE FROM THE SHOULDER EDGE TO THE BOTTOM OF THE DITCH SHOULD NOT EXCEED A 4:1 SLOPE AND THE DEPTH OF THE DITCH SHOULD NOT BE LESS THAN 12 INCHES. IF THE 4:1 SLOPE AND THE 12 INCH MINIMUM DEPTH CANNOT BE MET, THEN THE 4:1 SLOPE SHALL CONTROL.

AutoCAD SHX Text

2' DEEP DITCH

2:1

AutoCAD SHX Text 2:1

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RIPRAP LINED 9" D MAX6" D 503" D MIN.

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EARTH

AutoCAD SHX Text

GEOTEXTILE

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FILL PIPE WITH CONCRETE AND ROUND TOP FOR CAP

AutoCAD SHX Text 6" SCH. 40 STEEL PIPE,CONCRETE FILLED FOR FULL LENGTH, PRIMED FOR FIELD PAINTING, COLOR SELECTED BY ENGINEER

AutoCAD SHX Text

CROWN TOP OF FOOTING 14"/FT. AWAY FROM PIPE

AutoCAD SHX Text

GROUND SURFACE

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

3,000 PSI CONCRETE

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

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RIPRAP BANK PROTECTION ON

AutoCAD SHX Text 42"

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MIN.

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42" MIN.

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REQUIRING DEFLECTIONS GREATER THAN 12%%D.

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SHALL BE ACCOMPLISHED WITH BALL AND SOCKET PIPE.

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INSTALLATIONS REQUIRING DEFLECTIONS OF 12%%D OR LESS

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RETAINER GLAND SECURED MJDIP PIPE AND FITTINGS MAY

AutoCAD SHX Text

ALSO BE UTILIZED

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UTILIZE ONLY RESTRAINED JOINT DIP @ STREAM CROSSINGS.

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USE PUSH-ON RESTRAINED PIPE & FITTINGS @ CROSSINGS

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%%UNOTES:

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TOP OF BANK

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GATE VALVE WHERE SHOWN ON PLANS

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CONCRETE ANCHOR WHERE

AutoCAD SHX Text

SHOWN ON PLANS

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CONCRETE ANCHOR WHERE

AutoCAD SHX Text

SHOWN ON PLANS

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18" TYP.

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12" TYP.

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COVER

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CONTRACTOR TO PROVIDE 10' WIDE

AutoCAD SHX Text

BOTH SIDES OF THE BANK

AutoCAD SHX Text

AT ALL STREAM CROSSINGS

AutoCAD SHX Text

KEY IN BANK PROTECTION

AutoCAD SHX Text

AT EACH SIDE

AutoCAD SHX Text Dmax. = 18"

AutoCAD SHX Text

%%URIPRAP SIZE TO BE:

AutoCAD SHX Text Dmin = 6"

AutoCAD SHX Text D = 9"

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BOTTOM OF

AutoCAD SHX Text

STREAM BED

AutoCAD SHX Text W.L.

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GATE VALVE WHERE SHOWN ON PLANS

AutoCAD SHX Text 42"

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MIN.

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TOP OF BANK

AutoCAD SHX Text

2" PVC PIPE

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WATER MAIN

AutoCAD SHX Text

1. LOCATE TO AVOID ROAD MACHINERY. LOCATE TO AVOID ROAD MACHINERY. 2. LOCATE 2" BELOW SURFACE, WHEN LOCATE 2" BELOW SURFACE, WHEN CONSTRUCTED ON ROAD BERMS.

AutoCAD SHX…

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File details come from the government source that posted it. Updated Mar 11, 2026.