2-LYCO Schoolhouse Rd Waterline - Sealed.pdf
PDF 11 MB Posted
- Attached to
- Schoolhouse Road Waterline Replacement
- Solicitation number
- Not on record
- Issued by
- Lycoming County, Morrisdale CDP, Pennsylvania
About this file
This is a sealed bid document for a construction project issued by the Lycoming County Water & Sewer Authority in Pennsylvania. The project involves the replacement of existing water lines along Schoolhouse Road and Middle Road in Limestone Township, Lycoming County, Pennsylvania. Bids for Contract 2026-W1 (General/Excavation) will be publicly opened and read aloud after 12:00 PM on Thursday, February 26, 2026, at 380 Old Cement Road, Montoursville, PA 17754. A non-mandatory pre-bid conference is scheduled for Monday, February 2, 2026, at 10:00 AM at the Limestone Township Municipal Building in Jersey Shore, Pennsylvania. Prospective bidders may examine the bidding documents electronically at www.PennBid.net or at the issuing office, Century Engineering, a Kleinfelder Company, located at 330 Innovation Blvd, Suite 305, State College, PA 16803, during regular business hours (Monday through Thursday, 8:00 AM to 5:00 PM, or Friday 8:00 AM to Noon).
Bidding documents are available electronically at no cost or may be purchased for a non-refundable fee of $250.00 (USPS regular mail delivery included) from the issuing office. Deposit checks should be made payable to Century Engineering, a Kleinfelder Company. A certified check, bank draft, or satisfactory bid bond executed by the bidder and an acceptable surety in an amount equal to ten percent (10%) of the total bid amount is required for submission. All further requirements regarding bid submittal, qualifications, procedures, and contract award are detailed in the Instructions to Bidders included within the bidding documents.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Bid Form and attachments.zip | ZIP file | |
| 3-Binder, LCWSA - Contract Docs Technical Specifications.pdf |
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Text version
JANUARY 2026
SITE LOCATION MAP
LINDEN QUADRANGLE
SCHOOLHOUSE ROAD WATERLINE REPLACEMENT PROJECT
FOR
LYCOMING COUNTY WATER AND SEWER AUTHORITY
LIMESTONE TOWNSHIP, LYCOMING COUNTY, PENNSYLVANIA
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LIMIT OF DISTURBANCE
CENTURY
E N G I N E E R I N G
INDEX OF DRAWINGS
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20234997.001A SHEET 1
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AS SHOWN
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SCALE: 1"=2000'
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PINE WOOD ROAD
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MIDDLE ROAD
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%%UPA UNDERGROUND UTILITY LINE PROTECTION LAW
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NON-MEMBERS MUST BE CONTACTED DIRECTLY
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PENNSYLVANIA ! CALL 1-800-242-1776
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BEFORE YOU DIG ANYWHERE IN
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%%UPA ACT 287 OF 1974 AS AMENDED
AutoCAD SHX Text SURVEYS AND BENCHMARKS SURVEY DATA IS BASED ON: PASDA PENNSYLVANIA SPATIAL DATA ACCESS. 1. HORIZONTAL DATUM IS BASED ON PA STATE PLANE HORIZONTAL DATUM IS BASED ON PA STATE PLANE NORTH ZONE NAD 83. 2. VERTICAL DATUM IS BASED ON NAVD88, UNITS: FEET.VERTICAL DATUM IS BASED ON NAVD88, UNITS: FEET.
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1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL NOTIFY THE PA. ONE CALL SYSTEM NOT LESS THAN THREE (3) DAYS 2. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PLACE THE CALL AND REFERENCE THE SERIAL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PLACE THE CALL AND REFERENCE THE SERIAL NUMBER GIVEN, AND PROVIDE AN APPROXIMATE DATE AND TIME THAT DIGGING WILL OCCUR. THE ONE CALL SYSTEM WILL AGAIN NOTIFY THE PUBLIC UTILITIES IN THE AREA. PUBLIC UTILITIES WILL THEN COORDINATE DIRECTLY WITH THE CONTRACTOR FOR ACTUAL FIELD LOCATES. Phone No.: 1-800-242-1776 Serial No. 20230581513 & 20230581605
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AutoCAD SHX Text ONE CALL INFORMATION COMPANY: LYCOMING COUNTY WATER AND SEWER AUTHORITY LYCOMING COUNTY WATER AND SEWER AUTHORITY ADDRESS: 380 OLD CEMENT ROAD 380 OLD CEMENT ROAD PO BOX 186 MONTOURSVILLE, PA. 17754 CONTACT: NATHAN HARVEY NATHAN HARVEY EMAIL: nharvey@lcwsa.net nharvey@lcwsa.net PHONE: 570-546-8005EXT. 208 570-546-8005EXT. 208 COMPANY: PENNSYLVANIA TELEPHONE CO PENNSYLVANIA TELEPHONE CO ADDRESS: 191 MIDDLE RD 191 MIDDLE RD JERSEY SHORE, PA. 17740 CONTACT: RICHARD MAIETTA RICHARD MAIETTA EMAIL: rich.maietta@ptcbb.com rich.maietta@ptcbb.com PHONE: 570-745-7101 570-745-7101 COMPANY: PPL ELECTRIC UTILITIES CORPORATION PPL ELECTRIC UTILITIES CORPORATION ADDRESS: 437 BLUE CHURCH RD 437 BLUE CHURCH RD PAXINOS, PA. 17860 CONTACT: DOUG HAUPT DOUG HAUPT EMAIL: dlhaupt@pplweb.com dlhaupt@pplweb.com PHONE: 570-490-5684 570-490-5684 COMPANY: COMCAST COMCAST ADDRESS: 336 PENN ST 336 PENN ST WILLIAMSPORT, PA. 17701 CONTACT: TIM CRISWELL TIM CRISWELL EMAIL: TIMOTHY_CRISWELL@CABLE.COMCAST.COM TIMOTHY_CRISWELL@CABLE.COMCAST.COM PHONE: 570-279-0734 570-279-0734
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PROJECT LOCATION: 41.14970, -77.17397
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25499 SQ.FT.
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0.59 AC.
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COVER
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NOTES AND LEGENDS
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INDEX
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PLAN VIEW STA. 0+00 TO 7+55 (SCHOOLHOUSE ROAD NORTH)
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PLAN VIEW STA. 0+00 TO 8+77 (SCHOOLHOUSE ROAD SOUTH)
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PLAN VIEW STA. 8+77 TO 23+00 (SCHOOLHOUSE ROAD SOUTH)
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PLAN VIEW STA. 0+00 TO 7+31 (ALLEY)
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PLAN VIEW STA. 0+00 - 2+30 (WAGNER ROAD NORTH), 0+11 TO 2+29 (WAGNER ROAD SOUTH)
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PLAN VIEW STA. 69+75 TO 73+31 (MIDDLE ROAD)
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PLAN VIEW STA. 0+00 TO 8+37 (RT 44 ALTERNATE BID)
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CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE
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DETAILS SHEET 1
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DETAILS SHEET 2
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DRH
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PROJECT LIMITS OF DISTURBANCE
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ERIC S. LUNDY
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NO. 048121-E
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ENGINEER
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ERIC S. LUNDY
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AutoCAD SHX Text SCHOOLHOUSE ROAD WATERLINE REPLACEMENT FOR LYCOMING COUNTY WATER AND SEWER AUTHORITY
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LIMESTONE TOWNSHIP, LYCOMING COUNTY, PENNSYLVANIA
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20234997.001A SHEET 2
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PROJ. MGR.:
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AS SHOWN
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NO.
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REVISION:
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GENERAL NOTES
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1. ALL PROPERTY LINE LOCATIONS ARE APPROXIMATE AND PER THE LYCOMING COUNTY GIS. ALL PROPERTY LINE LOCATIONS ARE APPROXIMATE AND PER THE LYCOMING COUNTY GIS. 2. ALL EXISTING WATER LINE LOCATIONS ARE APPROXIMATE. ALL EXISTING WATER LINE LOCATIONS ARE APPROXIMATE. 3. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES AS WELL AS ALL UTILITY DEPTHS. ALL UTILITIES ARE SHOWN AS AN CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES AS WELL AS ALL UTILITY DEPTHS. ALL UTILITIES ARE SHOWN AS AN APPROXIMATE GRAPHICAL REPRESENTATION. 4. ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS AND SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS AND SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TEMPORARY BENCHMARKS WITHIN THE PROJECT AREA. 5. THE CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL THE CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL EARTH DISTURBANCE ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE. IF THE LIMITS OF DISTURBANCE MUST BE CHANGED IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS. IF THE CONTRACTOR INCREASES THE LIMITS OF DISTURBANCE TO MORE THAN ONE ACRE IT IS THEIR RESPONSIBILITY TO OBTAIN A AND NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. 6. THE CONTRACTOR SHALL SAW CUT AND REMOVE ASPHALT AND CONCRETE TO PROVIDE A SMOOTH RESTORATION SURFACE. ADDITIONAL CUTBACK AT TIME OF THE CONTRACTOR SHALL SAW CUT AND REMOVE ASPHALT AND CONCRETE TO PROVIDE A SMOOTH RESTORATION SURFACE. ADDITIONAL CUTBACK AT TIME OF RESTORATION THAT MAY BE REQUIRED WILL BE AT THE CONTRACTOR'S EXPENSE. ANY REQUIRED MILLING WILL BE PAID FOR AT THE BID UNIT PRICE. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS OF ACT 187, PA ONE CALL SYSTEM (800-242-1776), NOTIFICATION OF UTILITIES. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS OF ACT 187, PA ONE CALL SYSTEM (800-242-1776), NOTIFICATION OF UTILITIES. 8. PIPE INSTALLATION OF ANY SIZE IN AN OPEN CUT DITCH INCLUDES 2B STONE OR OTHER APPROVED MATERIALS. A MINIMUM OF 6” OF PIPE BEDDING UNDER THE PIPE INSTALLATION OF ANY SIZE IN AN OPEN CUT DITCH INCLUDES 2B STONE OR OTHER APPROVED MATERIALS. A MINIMUM OF 6” OF PIPE BEDDING UNDER THE OF PIPE BEDDING UNDER THE PIPE, THE STONE SURROUNDING THE PIPE AS WELL AS A MINIMUM OF 12” CUSHION OVER THE TOP OF THE PIPE. STONE BEDDING AND CUSHION SHALL BE CUSHION OVER THE TOP OF THE PIPE. STONE BEDDING AND CUSHION SHALL BE CONSOLIDATED TO MINIMIZE SETTLEMENT PRIOR TO PLACEMENT OF SELECT FILL. 9. NEW WATER LINE SHALL BE SET A MINIMUM OF 5 FEET AWAY FROM UTILITY POLES, WHERE FEASIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NEW WATER LINE SHALL BE SET A MINIMUM OF 5 FEET AWAY FROM UTILITY POLES, WHERE FEASIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE UTILITY COMPANY FOR ANY ASSISTANCE THAT MAY BE REQUIRED. 10. NEW WATER LINE SHALL BE PROPERLY RESTRAINED AT ALL FITTINGS, INSTALLED AT A MINIMUM DEPTH OF 4' BELOW FINAL GRADE TO THE TOP OF THE PIPE AND NEW WATER LINE SHALL BE PROPERLY RESTRAINED AT ALL FITTINGS, INSTALLED AT A MINIMUM DEPTH OF 4' BELOW FINAL GRADE TO THE TOP OF THE PIPE AND SHALL BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS. THRUST BLOCKS SHALL BE PLACED WHERE SHOWN AND WILL BE FROM THE PIPE/FITTING TO BE BLOCKED TO UNDISTURBED EARTH TO PROHIBIT HORIZONTAL AS WELL AS VERTICAL MOVEMENT. THRUST BLOCKING AS SHOWN ON THE CONTRACT DRAWINGS ARE MINIMUM SIZES RECOMMENDED AND MUST BE EXPANDED IN THE FIELD AS NECESSARY TO FIT THE INSTALLATION. PAYMENT FOR THRUST BLOCKING WILL BE A PART OF THE BID ITEM BEING BLOCKED UNLESS OTHERWISE NOTED. THRUST BLOCKING SHALL NOT COVER THE BOLTS OF THE FITTING. 11. ALL NEW LONG SIDE WATER SERVICE CONNECTIONS UNDER PENNDOT ROADS SHALL BE BORED, DRILLED, PUSHED OR PUNCHED UNDER THE ROAD, WHERE ALL NEW LONG SIDE WATER SERVICE CONNECTIONS UNDER PENNDOT ROADS SHALL BE BORED, DRILLED, PUSHED OR PUNCHED UNDER THE ROAD, WHERE POSSIBLE, IN ACCORDANCE WITH PENNDOT REQUIREMENTS. OPEN CUTTING OF PENNDOT ROADWAYS FOR WATER SERVICE INSTALLATION MAY BE PERMITTED IF OTHER INSTALLATION METHODS ARE NOT FEASIBLE. 12. NEW WATER SERVICE VALVES SHOWN ON PLANS ARE DIAGRAMMATIC ONLY AND ARE APPROXIMATE LOCATIONS. ACTUAL NEW CORPORATION STOPS AND VALVE NEW WATER SERVICE VALVES SHOWN ON PLANS ARE DIAGRAMMATIC ONLY AND ARE APPROXIMATE LOCATIONS. ACTUAL NEW CORPORATION STOPS AND VALVE LOCATIONS MAY BE SHIFTED AS NECESSARY TO ACCOMMODATE CONNECTION TO EXISTING SERVICES AT THE PROPERTY LINE OR RIGHT OF WAY LINE. NEW WATER SERVICE LINES SHALL EITHER TIE INTO THE EXISTING CUSTOMER SERVICE LINES OR ELSE BE EXTENDED TO VACANT LOT LINES, THEN BE VALVED AND CAPPED WHERE SHOWN. 13. ALL WATER SERVICE CONNECTIONS INCLUDE REMOVAL AND REPLACEMENT OF EXISTING CURB STOP AND CURB BOX WITH NEW, INSTALLATION OF NEW WATER ALL WATER SERVICE CONNECTIONS INCLUDE REMOVAL AND REPLACEMENT OF EXISTING CURB STOP AND CURB BOX WITH NEW, INSTALLATION OF NEW WATER METER PITS AND METERS (PITS AND METERS PROVIDED BY OWNER) AND RECONNECTION OF EXISTING SERVICES. CONTRACTOR TO PROVIDE ALL MISCELLANEOUS ITEMS, ADAPTERS, STIFFENERS. 14. UNLESS NOTED OTHERWISE WATER SERVICES ARE ¾” POLYETHYLENE CE BLUE, SDR 9 200 PSI, CTS PIPE. SHORT SIDE SERVICES INCLUDE UP TO 20 FEET OF UNLESS NOTED OTHERWISE WATER SERVICES ARE ¾” POLYETHYLENE CE BLUE, SDR 9 200 PSI, CTS PIPE. SHORT SIDE SERVICES INCLUDE UP TO 20 FEET OF POLYETHYLENE CE BLUE, SDR 9 200 PSI, CTS PIPE. SHORT SIDE SERVICES INCLUDE UP TO 20 FEET OF PIPE, LONG SIDE SERVICES INCLUDE UP TO 60 FEET OF PIPE FROM MAIN TO CONNECTION TO EXISTING SERVICE LINE OR CAP FOR FUTURE. ANY ADDITIONAL LENGTHS ARE BY UNIT PRICE BASIS. SHORT SIDE SERVICES AND ADDITIONAL LENGTHS ARE INTENDED AS OPEN CUT. 15. EXCEPT FOR PLANNED AND COORDINATED SERVICE INTERRUPTIONS THE CONTRACTOR SHALL MAINTAIN SERVICE TO EXISTING CUSTOMERS AT ALL TIMES AND EXCEPT FOR PLANNED AND COORDINATED SERVICE INTERRUPTIONS THE CONTRACTOR SHALL MAINTAIN SERVICE TO EXISTING CUSTOMERS AT ALL TIMES AND RE-ESTABLISH SERVICE FOR ANY DISTURBED SERVICES IN A TIMELY MANNER. CONTRACTOR SHALL IMMEDIATELY NOTIFY ANY OR ALL PROPERTY OR UTILITY OWNERS OF ANY DAMAGE CAUSED BY CONTRACTOR OPERATIONS OR EXISTING DAMAGES OR LEAKS IDENTIFIED. 16. CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT WORK SITE AND THE CLOSE PROXIMITY TO RESIDENCES, STATE HIGHWAY, UTILITIES, SIDEWALK, PAVEMENT, CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT WORK SITE AND THE CLOSE PROXIMITY TO RESIDENCES, STATE HIGHWAY, UTILITIES, SIDEWALK, PAVEMENT, GRAVEL ROADWAYS, AND LAWN. ALL IMPACTS TO THE SURROUNDING AREA SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 17. SURFACE RESTORATION OF GRASS SURFACES IS A PART OF THE INSTALLATION OF PIPE. SURFACE RESTORATION OF ANY HARD SURFACES, STREETS, ALLEYWAYS, SURFACE RESTORATION OF GRASS SURFACES IS A PART OF THE INSTALLATION OF PIPE. SURFACE RESTORATION OF ANY HARD SURFACES, STREETS, ALLEYWAYS, PRIVATE DRIVES, ARE AT UNIT PRICE COST AS LISTED ON THE BID FORM TO A MAXIMUM PAY WIDTH AS SHOWN ON THE CONTRACT DRAWINGS. ADDITIONAL WIDTH WILL BE AT THE CONTRACTOR'S EXPENSE. SIDEWALKS ARE REPLACED AS SHOWN AND PAID FOR ON A SQUARE FOOTAGE/YARDAGE BASIS PER THE BID ITEM AMOUNT. 18. UNLESS OTHERWISE NOTED CONTRACTOR SHALL MINIMIZE DISTURBANCE OF SOIL OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR SHALL TRIM ALL TREES AND UNLESS OTHERWISE NOTED CONTRACTOR SHALL MINIMIZE DISTURBANCE OF SOIL OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR SHALL TRIM ALL TREES AND SHRUBS TO BE IMPACTED BY EQUIPMENT OPERATIONS TO AVOID LIMB/TREE/SHRUB DAMAGE. 19. CONTRACTOR'S ON-SITE FOREMAN MUST COMPLETE AND SUBMIT REQUIRED DAILY DOCUMENTATION (WATER LINE DAILY QUANTITY REPORT) AS REQUIRED BY CONTRACTOR'S ON-SITE FOREMAN MUST COMPLETE AND SUBMIT REQUIRED DAILY DOCUMENTATION (WATER LINE DAILY QUANTITY REPORT) AS REQUIRED BY 01010, GENERAL REQUIREMENTS. ITEMS AND QUANTITIES MUST ALIGN WITH PAY ITEMS FROM BID FORM AND CONTRACT. 20. EROSION AND SEDIMENTATION PLANS ARE FOR EROSION AND SEDIMENTATION CONTROL ONLY AND ARE NOT FOR PIPE ALIGNMENT OR PIPING DETAILS. EROSION AND SEDIMENTATION PLANS ARE FOR EROSION AND SEDIMENTATION CONTROL ONLY AND ARE NOT FOR PIPE ALIGNMENT OR PIPING DETAILS. 21. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE TO THE GREATEST EXTENT POSSIBLE. ANY IMPACTS TO EXISTING PAVEMENT, SIDEWALKS, LAWN, HOUSES AND CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE TO THE GREATEST EXTENT POSSIBLE. ANY IMPACTS TO EXISTING PAVEMENT, SIDEWALKS, LAWN, HOUSES AND FENCE SHALL BE RESTORED TO ITS ORIGINAL CONDITION. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AT NO EXPENSE TO THE OWNER. 22. CONTRACTOR SHALL REMOVE ANY ABOVE GROUND WATERLINE APPURTENANCES (E.G. HYDRANTS, WATER VALVES, ETC.) THAT HAVE BEEN ABANDONED FROM THE CONTRACTOR SHALL REMOVE ANY ABOVE GROUND WATERLINE APPURTENANCES (E.G. HYDRANTS, WATER VALVES, ETC.) THAT HAVE BEEN ABANDONED FROM THE CONSTRUCTION OF THIS PROJECT. 23. WATER LINE TESTING AND DISINFECTION TO BE COMPLETED IN ACCORDANCE WITH AWWA REQUIREMENTS. WATER LINE TESTING AND DISINFECTION TO BE COMPLETED IN ACCORDANCE WITH AWWA REQUIREMENTS. 24. ALL VEGETATION DISTURBED SHALL BE NEATLY TRIMMED AND REMOVED FROM WITHIN THE RIGHT-OF-WAY. BROKEN TREE BRANCHES SHALL BE REMOVED AT THE ALL VEGETATION DISTURBED SHALL BE NEATLY TRIMMED AND REMOVED FROM WITHIN THE RIGHT-OF-WAY. BROKEN TREE BRANCHES SHALL BE REMOVED AT THE POINT THE BRANCH LEAVES THE TREE. 25. SURVEY COMPLETED 8-22-23. SURVEY COMPLETED 8-22-23. 26. UNLESS NOTED OTHERWISE ALL AGGREGATE MATERIALS ARE TO BE OF A LIMESTONE OR GRANITE COMPOSITION. UNLESS NOTED OTHERWISE ALL AGGREGATE MATERIALS ARE TO BE OF A LIMESTONE OR GRANITE COMPOSITION. 27. ALL LONG SIDE SERVICE LINES ARE TO BE BORED. ALL LONG SIDE SERVICE LINES ARE TO BE BORED. 28. ALLOWABLE TENSILE LOAD FOR PIPE MAY NOT BE EXCEEDED WHEN PULLING CARRIER PIPE.ALLOWABLE TENSILE LOAD FOR PIPE MAY NOT BE EXCEEDED WHEN PULLING CARRIER PIPE.
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APPENDIX C STANDARD EROSION AND SEDIMENTATION PLAN NOTES
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1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION. 2. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES. 3. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION. 4. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 5. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN. 6. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN. 7. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S), OR WITHIN LIMITS OF TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S), OR WITHIN LIMITS OF DISTURBANCE, IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. 8. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT. 9. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT’S SOLID ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT’S SOLID S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE. 10. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED. 11. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING. 12. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 13. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 14. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. 15. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY AND DISPOSED IN THE MANNER SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER. 16. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. 17. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES (6 TO 12 INCHES ON COMPACTED SOILS) PRIOR TO AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES (6 TO 12 INCHES ON COMPACTED SOILS) PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL. 18. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 19. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. 20. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 21. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 22. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 23. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 24. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN. 25. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS. 26. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS. 27. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT. 28. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON. 29. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION. 30. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES. 31. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE. 32. 12" COMPOST FILTER SOCK CAN BE SUBSTITUTED FOR SILT FENCE AT CONTRACTORS DISCRETION.12" COMPOST FILTER SOCK CAN BE SUBSTITUTED FOR SILT FENCE AT CONTRACTORS DISCRETION.
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AutoCAD SHX Text FIELD SURVEYS TO IDENTIFY STREAMS WERE CONDUCTED FOR THE PROJECT IN AUGUST OF 2023. ACTIVITIES FOR THE EXCAVATION AND MOBILIZATION OF EQUIPMENT FOR THE PROJECT WILL NOT CROSS ANY WETLANDS.
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AutoCAD SHX Text State Route 44
AutoCAD SHX Text State Route 3002 Middle Road
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ERIC S. LUNDY
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NO. 048121-E
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ENGINEER
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LIMESTONE TOWNSHIP, LYCOMING COUNTY, PENNSYLVANIA
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AutoCAD SHX Text SCHOOLHOUSE ROAD WATERLINE REPLACEMENT FOR LYCOMING COUNTY WATER AND SEWER AUTHORITY
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WATERLINE SHIFTS TO STATE ROUTE 44 STA. 0+00
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WATERLINE CONNECTION #1
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FIELD CONNECTION #2 STA. 1+76
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SERVICE TIE IN STA. 2+49
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SERVICE TIE IN STA. 3+64
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SERVICE TIE IN STA. 0+20
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SERVICE TIE IN STA. 4+81
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AutoCAD SHX Text 8" HDPE HDD DR 11 WATERLINE (BASE BID) OR 6" C900 PVC DR18 WATERMAIN (IF ALTERNATE MATERIALS BID IS ACCEPTED)
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SERVICE TIE IN STA. 2+26
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WATERLINE CONNECTION STA. 7+55
AutoCAD SHX Text 25-003-314 N/F ROBERT G. & MELISSA A. DAUBER DB. 832, PG. 049 223 SCHOOLHOUSE ROAD
AutoCAD SHX Text 25-003-313 N/F ROBERT L. & SUZANNE M. SUEHR DB. 6502, PG. 243 205 SCHOOLHOUSE ROAD
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25-003-312 N/F GAVIN J. REXER DB. 8665, PG. 132 187 SCHOOLHOUSE ROAD
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25-003-311 N/F SEVCO INC. DB. 5810, PG. 215 235 MIDDLE ROAD
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25-004-203 N/F ROBERT W. & BETH A. COWFER DB. 8493, PG. 264 307 MIDDLE ROAD
AutoCAD SHX Text 25-004-202 N/F LORSON IRREV RES & INC ASSET PROT TRUST DB. 9299, PG. 3071 204 SCHOOLHOUSE ROAD
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MIDDLE ROAD SR-3002 33' RIGHT-OF-WAY
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18" CMP
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EXISTING 2" GALV. WATERLINE (UNVERIFIED LOCATION)
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CONTRACTOR TO FIELD VERIFY EXISTING WATERLINE LOCATION
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25-427-129 N/F NIPPENOSE BIBLE FELLOWSHIP DB. 5183, PG. 290 92 SCHOOL HOUSE ROAD
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25-003-401 N/F JOSEPH E. & MARY A. WALDMAN DB. 515, PG. 878 248 MIDDLE ROAD
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SCHOOLHOUSE ROAD T-345 33' RIGHT-OF-WAY
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HOUSE
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SHADING DENOTES AREA OF PENNDOT PAVEMENT RESTORATION
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25-427-129 N/F NIPPENOSE BIBLE FELLOWSHIP DB. 5183, PG. 290 92 SCHOOL HOUSE ROAD
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25-003-408 DEPASQUA ZACHARY P 99 SCHOOL HOUSE ROAD
AutoCAD SHX Text 25-427-130.J N/F THOMAS J. & AMY R. BRUNO DB. 8242, PG. 270 6396 S. ROUTE 44 HWY.
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25-427-130.G N/F GENEVIEVE A. SHUHLER DB. 5625, PG. 143 18 SCHOOLHOUSE RD.
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25-003-411 N/F HOPE A. WELSHANS DB. 9310, PG. 1990 6456 S. ROUTE 44 HWY
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25-427-130.D N/F SCOTT A. & TAMMY M. LORSON DB. 1549, PG. 311 54 SCHOOLHOUSE RD.
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25-427-129 N/F NIPPENOSE BIBLE FELLOWSHIP DB. 5183, PG. 290 92 SCHOOLHOUSE RD.
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25-003-408 N/F ZACHARY P. DEPASQUA DB. 9269, PG. 1552 99 SCHOOLHOUSE RD.
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25-003-409 N/F DEBORAH R. CORAN DB. 3087, PG. 0127 75 SCHOOLHOUSE RD.
AutoCAD SHX Text 25-003-410 N/F HAROLD D. & SUSAN I. JOHNSON DB. 1908, PG. 8416 53 SCHOOLHOUSE RD.
AutoCAD SHX Text 25-003-412 N/F NANCY RUSSELL IRREV. INC. TRUST ONLY DB. 9129, PG. 2776 6480 S. ROUTE 44 HWY
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CONC. DRIVEWAY
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PROPOSED 8" HDPE
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NO. 048121-E
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ENGINEER
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PROFESSIONAL
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REGISTERED
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OF
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NO.
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REVISION:
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DATE:
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BY:
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LIMESTONE TOWNSHIP, LYCOMING COUNTY, PENNSYLVANIA
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20234997.001A SHEET 4
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PROJ. MGR.:
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DESIGN:
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CHECKED:
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DATE:
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AS SHOWN
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6" GATE VALVE
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8" GATE VALVE
AutoCAD SHX Text 6x6x8 TEE
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SCALE:
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NOT TO SCALE
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WATERLINE CONNECTION #1
AutoCAD SHX Text SCHOOLHOUSE ROAD WATERLINE REPLACEMENT FOR LYCOMING COUNTY WATER AND SEWER AUTHORITY
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6" CAP
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INSTALL HYDRANT HERE IF RT. 44 ADDITIONAL ALTERNATE BID IS NOT ACCEPTED
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END LOD HERE IF ALTERNATE BID IS NOT AWARDED
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ATS
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NJF
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ESL
AutoCAD SHX Text 1/01/26
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DRH
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FIRE HYDRANT IF ALTERNATE IS NOT ACCEPTED
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6" GATE VALVE
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RT 44 ALTERNATE BID ITEM, SEE SHEET 10
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6" FOSTER ADAPTER X 2
AutoCAD SHX Text 6" TO 2" REDUCER CONNECTED TO EXISTING 2" IF RT. 44 ADDITIONAL ALTERNATE IS NOT ACCEPTED
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6" GATE VALVE
AutoCAD SHX Text NOTES: 1. WORK WITHIN THE PENNDOT RIGHT-OF-WAY SHALL WORK WITHIN THE PENNDOT RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF HIGHWAY OCCUPANCY PERMIT NO. 03040714 2. ESTABLISH SPECIAL LONG SIDE SERVICE ESTABLISH SPECIAL LONG SIDE SERVICE CONNECTION BETWEEN EXISTING 8" HDPE WATER MAIN AND EXISTING RESIDENTIAL WATER SERVICE LINE. INCLUDES 6" SADDLE, 3/4" CORP STOP, 3/4" WATER SERVICE VALVE WITH ADJUSTABLE VALVE BOX (MARKED "WATER"), WATER METER PIT (PROVIDED BY PROJECT OWNER), AND UP TO 60 FEET OF 3/4" HDPE SERVICE PIPING AND ALL CONNECTORS. INCLUDES ALL EXCAVATION AND BACKFILL FOR LAUNCH AND RECEIVING PITS, WATER SERVICE LINE, WATER SERVICE LINE VALVES AND METER PITS. *METER PITS NOT SHOWN ON DRAWING FOR CLARITY.
AutoCAD SHX Text 1+00
AutoCAD SHX Text FIELD CONNECTION #2 BASE BID 8 X 8 X 8 TEE 2 EA FOSTER ADAPTER (NORTH AND EAST LEG) 8" EAST LEG ALTERNATE MATERIALS - ADD 6" EAST LEG
AutoCAD SHX Text FIELD CONNECTION #3 BASE BID 10 X 8 X 10 TEE 3 EA FOSTER ADAPTER ON NORTH, WEST AND EAST LEG 8" VALVE NORTH LEG 10" VALVE ON EAST & WEST LEG ALTERNATE MATERIALS - ADD 6" NORTH LEG 8" EAST LEG
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SCALE:
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NOT TO SCALE
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WATERLINE CONNECTION #2
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8" GATE VALVE
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FOSTER ADAPTER
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8X8X8 TEE
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SCALE:
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NOT TO SCALE
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WATERLINE CONNECTION #3
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8" GATE VALVE
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10" GATE VALVE
AutoCAD SHX Text 10x8x10
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FOSTER ADAPTER X 3
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10" GATE VALVE
FIELD CONNECTION #1 BASE BID 6 X 6 X 6 TEE 3 EA FOSTER ADAPTER (WEST, EAST & SOUTH LEG) 6" PVC VALVE WEST, SOUTH & EAST 6" PVC TO 8" HDPE ADAPTER ON SOUTH LEG AFTER VALVE 6" CAP ON EAST LEG 6" TO 2" REDUCER ON WEST LEG IF RT. 44 ALTERNATE IS NOT ACCEPTED SCHOOLHOUSE RD. ALTERNATE MATERIALS OMIT 6" PVC TO 8" HPDE ADAPTER ON SOUTH LEG AND RUN 6" PVC RT. 44 ALTERNATE MOVE HYDRANT TO END OF RT. 44 SEGMENT @ APPROX STA 8+37.1 IF RT. 44 ALTERNATE IS NOT ACCEPTED HYDRANT WILL BE INSTALLED AT THE END OF SCHOOLHOUSE RD, IF THE RT. 44 ALTERNATE IS ACCEPTED THE HYDRANT WILL BE LOCATED ALONG RT. 44 AND NOT AT THE END OF SCHOOLHOUSE RD.
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25-004-100 N/F BRYAN P. & BOBBIE JO BREON DB. 8129, PG. 338 355 SCHOOLHOUSE ROAD
AutoCAD SHX Text 25-004-101 N/F AMMARKHODJA ZOUINA & WILLIAM O.D. O MORAES DB. 9269, PG. 1049 325 SCHOOLHOUSE ROAD
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WAGNER ROAD T-347
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25-004-102 N/F PAUL E. FRY DB. 4865, PG. 0039 289 SCHOOLHOUSE ROAD
AutoCAD SHX Text 25-004-103 N/F WILLIAMSON FAMILY IRREVOCABLE TRUST DB. 5033, PG. 141 271 SCHOOLHOUSE ROAD
AutoCAD SHX Text 25-004-104 N/F FREDERICK J. & LANA J. SCHNEIDER DB. 6653, PG. 176 253 SCHOOLHOUSE ROAD
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WAGNER ROAD T-347
AutoCAD SHX Text 25-003-314 N/F ROBERT G. & MELISSA A. DAUBER DB. 832, PG. 049 223 SCHOOLHOUSE ROAD
AutoCAD SHX Text 25-003-313 N/F ROBERT L. & SUZANNE M. SUEHR DB. 6502, PG. 243 205 SCHOOLHOUSE ROAD
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25-003-312 N/F GAVIN J. REXER DB. 8665, PG. 132 187 SCHOOLHOUSE ROAD
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25-003-311 N/F SEVCO INC. DB. 5810, PG. 215 235 MIDDLE ROAD
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25-004-203 N/F ROBERT W. & BETH A. COWFER DB. 8493, PG. 264 307 MIDDLE ROAD
AutoCAD SHX Text 25-004-202 N/F LORSON IRREV RES & INC ASSET PROT TRUST DB. 9299, PG. 3071 204 SCHOOLHOUSE ROAD
AutoCAD SHX Text 25-004-200 N/F JAMES J. DIMIGLIO JR. & PATRICIA A. DIMIGLIO DB. 9290, PG. 1278 266 SCHOOLHOUSE ROAD
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MIDDLE ROAD SR-3002 33' RIGHT-OF-WAY
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15" HDPE
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458 SCHOOLHOUSE ROAD
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18" CMP
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EXISTING 6" C900 DR-18 PVC WATERLINE
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EXISTING 2" GALV. WATERLINE (UNVERIFIED LOCATION)
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CONTRACTOR TO FIELD VERIFY EXISTING WATERLINE LOCATION
AutoCAD SHX Text 25-004-105 N/F BRADD L. & MELISSA M. WILLIAMSON DB. 9215, PG. 1387 42 WAGNER ROAD
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25-004-106 N/F JERIN A. RAUDABAUGH DB. 8479, PG. 027 330 WAGNER ROAD
AutoCAD SHX Text 25-004-108 N/F KRISTOFFER J. ORWIG & SARAH K. SOX DB. 9260, PG. 1802 339 WAGNER ROAD
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25-003-322 N/F JODI L. ENGLISH DB. 7969, PG. 223 63 WAGNER ROAD
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25-427-129 N/F NIPPENOSE BIBLE FELLOWSHIP DB. 5183, PG. 290 92 SCHOOL HOUSE ROAD
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25-003-401 N/F JOSEPH E. & MARY A. WALDMAN DB. 515, PG. 878 248 MIDDLE ROAD
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25-003-402 N/F ROBERT G. WINTER DB. 3427, PG. 269 236 MIDDLE ROAD
AutoCAD SHX Text 25-003-310 N/F RICHARD A. SEVERINO III & SUSAN E. SEVERINO DB. 4519, PG. 132 237 MIDDLE ROAD
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MATCH LINE SHEET 7
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MATCH LINE SHEET 7
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SCHOOLHOUSE ROAD T-345 33' RIGHT-OF-WAY
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GAS PUMP CANOPY
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HOUSE
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HOUSE
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EX. PLANTER
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SHADING DENOTES AREA OF PENNDOT PAVEMENT RESTORATION
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PAVED DRIVEWAY
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FIELD CONNECTION #4
AutoCAD SHX Text SEGMENT IS ALREADY INSTALLED. PRESSURE TEST WILL BE DONE AND COORDINATED WITH THE AUTHORITY
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CONTRACTOR TO FIELD LOCATE AND LIVE TAP TO EXISTING
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CONTRACTOR TO FIELD LOCATE AND LIVE TAP TO EXISTING
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ADD VALVE
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ADD VALVE
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EX. VALVE
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LOCATE AND EXCAVATE EXISTING CONCRETE
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FIELD CONNECTION #11
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FIELD CONNECTION #7
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HDD
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REPLACE HYDRANT
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SHEET 5
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SHEET 5
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POTHOLING BID ITEM WILL BE REQUIRED ALONG WAGNER ROAD
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ABANDONED IN PLACE
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HOUSE
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25-427-129 N/F NIPPENOSE BIBLE FELLOWSHIP DB. 5183, PG. 290 92 SCHOOL HOUSE ROAD
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25-003-408 DEPASQUA ZACHARY P 99 SCHOOL HOUSE ROAD
AutoCAD SHX Text 25-427-130.Z N/F ABNER K. & LIZZIE F. STOLTZFUS DB. 8638, PG. 178 458 SCHOOLHOUSE ROAD
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HOUSE
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MATCH LINE SHEET 4
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SHEET 5
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SCHOOLHOUSE ROAD T-345 33' RIGHT-OF-WAY
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ESTABLISH NEW SERVICE LINE CONNECTION 10+18, SEE NOTE 2
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MATCH LINE SHEET 5
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SHEET 6
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MATCH LINE SHEET 8
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SHEET 5
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MATCH LINE SHEET 9
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SHEET 5
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GRAVEL PAD
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MATCH LINE SHEET 5
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SHEET 4
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PROPOSED 8" HDPE
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GAS STATION
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POTHOLING BID ITEM WILL BE REQUIRED ALONG WAGNER ROAD
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HOUSE
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HOUSE
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HOUSE
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HOUSE
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HOUSE
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FIELD CONNECTION #3
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FIELD CONNECTION #5
AutoCAD SHX Text 8x8x6 TEE, FOSTER ADAPTER, 6" VALVE WITH VALVE BOX STA. 4+00
AutoCAD SHX Text 8x8x6 TEE, FOSTER ADAPTER, 6" VALVE WITH VALVE BOX STA. 7+96
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FIELD CONNECTION #11
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EXISTING GRADE
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FIELD CONNECTION #8
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WAGNER ROAD T-347 CENTERLINE STA. 4+24
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WAGNER ROAD T-347 CENTERLINE STA. 7+79
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SERVICE TIE IN STA. 0+67
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SERVICE TIE IN STA. 4+68
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SERVICE TIE IN STA. 5+59
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SERVICE TIE IN STA. 5+95
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SERVICE TIE IN STA. 6+70
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SERVICE TIE IN STA. 1+99
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SERVICE TIE IN STA. 8+62
AutoCAD SHX Text 8" HDPE HDD DR 11 WATERLINE (BASE BID) OR 6" C900 PVC DR18 WATERMAIN (IF ALTERNATE MATERIALS BID IS ACCEPTED)
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ERIC S. LUNDY
AutoCAD SHX Text C
AutoCAD SHX Text
NO. 048121-E
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ENGINEER
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PROFESSIONAL
AutoCAD SHX Text H
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text M
AutoCAD SHX Text W
AutoCAD SHX Text E
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OF
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NO.
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REVISION:
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DATE:
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BY:
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LIMESTONE TOWNSHIP, LYCOMING COUNTY, PENNSYLVANIA
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20234997.001A SHEET 5
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PROJ. MGR.:
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DESIGN:
AutoCAD SHX Text C.A.D.:
AutoCAD SHX Text
CHECKED:
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SCALE:
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DATE:
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AS SHOWN
AutoCAD SHX Text SCHOOLHOUSE ROAD WATERLINE REPLACEMENT FOR LYCOMING COUNTY WATER AND SEWER AUTHORITY
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SERVICE LINE CONNECTION
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FIELD CONNECTION #8, CONNECT TO EXISTING 6" PVC
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WATERLINE CONNECTION #9,
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WATERLINE CONNECTION #10
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SCALE:
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NOT TO SCALE
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FIELD CONNECTION #11
AutoCAD SHX Text 8"x6" REDUCER
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PROPOSED 8" HDPE
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EXISTING 6" C-900 PVC
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8" GATE VALVE & VALVE BOX
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ATS
AutoCAD SHX Text
NJF
AutoCAD SHX Text
ESL
AutoCAD SHX Text 1/01/26
AutoCAD SHX Text
DRH
AutoCAD SHX Text NOTES: 1. WORK WITHIN THE PENNDOT RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF HIGHWAY OCCUPANCY WORK WITHIN THE PENNDOT RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF HIGHWAY OCCUPANCY PERMIT NO. 03040714 2. ESTABLISH SPECIAL LONG SIDE SERVICE CONNECTION BETWEEN EXISTING 8" HDPE WATER MAIN AND EXISTING RESIDENTIAL ESTABLISH SPECIAL LONG SIDE SERVICE CONNECTION BETWEEN EXISTING 8" HDPE WATER MAIN AND EXISTING RESIDENTIAL WATER SERVICE LINE.
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