2-2308071 Camp Hill Road Force Main Replacement Sheet Set.pdf
PDF 10 MB Posted
- Attached to
- Camp Hill Road Force Main Replacement
- Solicitation number
- Not on record
- Issued by
- Bucks County, Pennsylvania
About this file
This is a sheet set for the Camp Hill Road Force Main Replacement project prepared by Gilmore & Associates, Inc. for the Bucks County Water and Sewer Authority (BCWSA) in Upper Dublin Township, Montgomery County, Pennsylvania. The project consists of the installation of approximately 1,872 linear feet of 6-inch PVC sanitary sewer force main with associated appurtenances, including abandonment of the existing force main, connection to an existing manhole, installation of a quick-connect assembly, excavation and backfill, hydrostatic testing, pavement restoration, finish grading and seeding, and all work necessary for a complete operational sanitary sewer force main. The contract is structured as a single unit-price contract with sealed bids due August 25, 2026 at 10:00 a.m. via the PennBid online portal. The project drawings are issued for bidding with a plan date of July 21, 2026, and include eight sheets of detailed plans and profiles covering station 0+00 to 18+72, construction details for thrust blocks and gate valves, pavement restoration specifications, and erosion and sediment control requirements.
All work must be performed in strict accordance with the contract drawings and project manual and is subject to Pennsylvania's Act 422 prevailing wage requirements and prevailing minimum wage rates issued by the PA Department of Labor and Industry. The surveyed area includes multiple residential parcels along Camp Hill Road, with existing utilities from providers including Aqua Pennsylvania, AT&T, Comcast, PECO Energy, Verizon, and various gas and water authorities documented in the plan. The sheet set identifies specific soil types, storm and sanitary sewer configurations, water service locations, and utility crossings. Bid documents and solicitation details are available exclusively through the PennBid platform at https://pennbid.bonfire.com, with no alternative submission methods accepted. The Bucks County Water and Sewer Authority reserves the right to reject any and all bids, eliminate items, waive informalities, or award to the bidder offering the most advantageous bid, and bidders are prohibited from withdrawing their bids within 60 days after the opening date.
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| File | Type | Posted |
|---|---|---|
| 1-2308071 Camp Hill Road Force Main Replacement Project Manual.pdf |
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Text version
FOR
BCWSA
UPPER DUBLIN TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA
CAMP HILL ROAD FORCE MAIN
REPLACEMENT
65 EAST BUTLER AVENUE, SUITE 100, NEW BRITAIN, PA 18901 ● (215) 345-4330 ● www.gilmore-assoc.com
CORPORATE HEADQUARTERS
NORTH
CONTRACT # CB-76 / UDT-15
ISSUED FOR BIDDING
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LAST REVISED: JULY 21, 2026
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ISSUED FOR BIDDING
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23-08071 CAMP HILL ROAD FORCE MAIN REPLACEMENT
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SHEET NO.:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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PLAN DATE: JULY 21, 2026
AutoCAD SHX Text PROJECT LOCATION: CAMP HILL ROAD FORT WASHINGTON, PENNSYLVANIA, 19034 UPPER DUBLIN TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA
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PE-046139-R
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JAMES MATTICOLA
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DATE:07/21/202607/21/2026
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1 OF 8 OF 8OF 88
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%%UOWNER/APPLICANT INFO:
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BCWSA
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1275 ALMSHOUSE ROAD
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WARRINGTON, PA 18976
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SCALE: 1"=2000'
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LOCATION MAP
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PROJECT SITE
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AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2024 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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CAMP HILL ROAD FORCE MAIN REPLACEMENT
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ISSUED FOR BIDDING
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PE-046139-R
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JAMES MATTICOLA
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DATE:07/21/202607/21/2026
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE:
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BY
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ISSUED FOR BIDDING
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NGK
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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INDEX PLAN
AutoCAD SHX Text UPPER DUBLIN TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA, MONTGOMERY COUNTY, PENNSYLVANIAMONTGOMERY COUNTY, PENNSYLVANIA, PENNSYLVANIAPENNSYLVANIA
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JM
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SEE PLAN
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OWNERS INFO:
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BCWSA
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1275 ALMSHOUSE ROAD
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WARRINGTON, PA 18976
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AutoCAD SHX Text SURVEY NOTES: 1. FIELD SURVEY WAS PERFORMED BY CARROLL ENGINEERING CORPORATION IN MARCH OF FIELD SURVEY WAS PERFORMED BY CARROLL ENGINEERING CORPORATION IN MARCH OF 2020 AND REPRESENTS EXISTING CONDITIONS AT THAT TIME. 2. HORIZONTAL DATUM IS NAD 1983 (PA STATE PLANE SOUTH). HORIZONTAL DATUM IS NAD 1983 (PA STATE PLANE SOUTH). 3. VERTICAL DATUM IS NAVD 1988. VERTICAL DATUM IS NAVD 1988. 4. LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING RECORDS AND/OR ABOVE GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY OF LOCATION CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS PLAN AND THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE REQUIREMENTS OF THE PENNSYLVANIA ACT 287, AS AMENDED, TITLED “EXCAVATION AND DEMOLITION WORK EXCAVATION AND DEMOLITION WORK PROTECTION OF UNDERGROUND UTILITIES”. EACH INDIVIDUAL USING THIS PLAN MUST . EACH INDIVIDUAL USING THIS PLAN MUST VERIFY THE DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES BEFORE STARTING WORK. (THIS PLAN DOES NOT DELINEATE ANY UNDERGROUND UTILITIES) 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. ADDITIONAL EASEMENTS AND/OR RIGHT-OF-WAYS MAY EXIST. 6. CARROLL ENGINEERING CORPORATION DID NOT PERFORM A BOUNDARY SURVEY FOR CARROLL ENGINEERING CORPORATION DID NOT PERFORM A BOUNDARY SURVEY FOR ANY PARCEL SHOWN. PROPERTY LINES AND RIGHT-OF-WAYS ARE BASED ON DEEDS OF RECORD, LOCATED MONUMENTATION, AND THE FOLLOWING RECORDED PLANS: - RECORDED PLAN PREPARED BY C. RAYMOND WEIR ASSOC. INC., TITLED "SUBDIVISION PLAN 'CAMP HILL WOODS' PREPARED FROM WILLOW GROVE CONSTRUCTION CO. INC.", DATED DECEMBER 24, 1969, AND LAST REVISED FEBRUARY 25, 1970. (BOOK C-10, PAGE 55). - RECORDED PLAN PREPARED BY C. RAYMOND WEIR ASSOC. INC., TITLED RECORDED PLAN PREPARED BY C. RAYMOND WEIR ASSOC. INC., TITLED "SUBDIVISION PLAN OF PROPERTY OF CHARLES ZIMMERMAN, ET. UX.", DATED DECEMBER 9, 1954. (BOOK B-2, PAGE 2). - RECORDED PLAN PREPARED BY C. RAYMOND WEIR ASSOC. INC., TITLED "LOT RECORDED PLAN PREPARED BY C. RAYMOND WEIR ASSOC. INC., TITLED "LOT LOCATION PLAN OF PROPERTY OF GEORGE DE MOSS ET. UX., DATED JUNE 14, 1971. (BOOK C-11, PAGE 55). - RECORDED PLAN PREPARED BY C. RAYMOND WEIR ASSOC. INC., TITLED "LOT RECORDED PLAN PREPARED BY C. RAYMOND WEIR ASSOC. INC., TITLED "LOT LOCATION PLAN OF PROPERTY PREPARED FOR OSCAR & HELEN KALTENBACHER", DATED APRIL 30, 1966. (BOOK C-5 PAGE 60). - RECORDED PLAN PREPARED BY OSCAR CORSON, INC., TITLED "SUBDIVISION PLAN RECORDED PLAN PREPARED BY OSCAR CORSON, INC., TITLED "SUBDIVISION PLAN PROPERTY OF GEORGE W. & EURETTA R. CARSON, DATED OCTOBER 19, 1963. (BOOK C-4, PAGE 91). - RECORDED PLAN PREPARED BY WARREN M. KEATOR, TITLED " SUBDIVISION PLAN RECORDED PLAN PREPARED BY WARREN M. KEATOR, TITLED " SUBDIVISION PLAN OF LANDS OF OSCAR & HELEN KALTENBACHER, DATED APRIL 6, 1977. (BOOK C-15, PAGE 34). - RECORDED PLAN PREPARED BY GILMORE & ASSOC. INC., TITLED "FINAL RECORD RECORDED PLAN PREPARED BY GILMORE & ASSOC. INC., TITLED "FINAL RECORD PLAN - THE OAKS", DATED APRIL 8, 1985, AND LAST REVISED DECEMBER 12, 1985. (BOOK A-47, PAGE 141). - RECORDED PLAN PREPARED BY C. RAYMOND WEIR, TITLED "SUBDIVISION PLAN RECORDED PLAN PREPARED BY C. RAYMOND WEIR, TITLED "SUBDIVISION PLAN NO. 1 OF PROPERTY OF MIRIAM T. GRAY", DATED SEPTEMBER 28, 1956, AND LAST REVISED DECEMBER 11, 1956. (BOOK B-3, PAGE 54).
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PENNSYLVANIA ONE CALL SYSTEM, INC.
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DAYS IN DESIGN STAGE-STOP CALL
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CONSTRUCTION PHASE AND 10 WORKING
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3 WORKING DAYS NOTICE FOR
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PENNSYLVANIA LAW REQUIRES
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SERIAL NO.: 20261953648
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( IN FEET )
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GRAPHIC SCALE
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SOILS LEGEND:
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SYMBOL
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SOIL TYPE
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INDEX OF DRAWINGS
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SHEET NO.
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SHEET TITLE
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COVER SHEET
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INDEX PLAN
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PLAN & PROFILE STA 0+00 TO 6+00
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PLAN & PROFILE STA 6+00 TO 12+50
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PLAN & PROFILE STA 12+50 TO 18+72
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CONSTRUCTION DETAILS 1
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EROSION AND SEDIMENT CONTROL NOTES & DETAILS
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LEGEND:
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SOILS DELINEATOR
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DECIDUOUS TREE
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UTILITY POLE W/GUY WIRE
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TYPE "M" INLET
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STORM SEWER
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UTILITY POLE
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CLEANOUT
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WATER VALVE
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FIRE HYDRANT
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WATER MAIN
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SOILS LINE
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SANITARY SEWER
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SANITARY MANHOLE
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CONTOURS
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WOODS/HEDGEROW
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RIGHT-OF-WAY LINE
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PROPERTY LINE
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FH
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WV
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UNDERGROUND ELECTRIC LINE
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WS
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WATER SERVICE LINE
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CURB LINE
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STREET SIGN
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DIRECTION OF FLOW
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SANITARY SEWER LATERAL
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GAS SERVICE
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COMMUNICATIONS MANHOLE
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CENTERLINE
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DY/4"
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DIRECTION OF FLOW
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CALL BEFORE YOU DIG!
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SOLID WHITE LINE
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UC
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FM
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SANITARY FORCE MAIN
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WATER METER
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ELECTRIC BOX
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MAILBOX
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ACT 287 - LIST OF UNDERGROUND USERS
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DESIGN ONE CALL SERIAL NUMBER: 20200792472
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USER'S NAME:
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ADDRESS:
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CONTACT INFORMATION:
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AQUA PENNSYLVANIA INC
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762 WEST LANCASTER AVENUE
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(610) 527-8000
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BRYN MAWR, PA 19010
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ATTN: STEVE PIZZI
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AT&T
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7555 EAST PLEASANT VALLEY ROAD SUITE 140
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(330) 750-0000
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INDEPENDENCE, OH 44131
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ATTN: MIKE DIEDERICH
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BUCKS COUNTY WATER & SEWER AUTHORITY
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1275 ALMSHOUSE ROAD
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(215) 343-2538
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WARRINGTON, PA 18976
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ATTN: JAMES NAPOLEON
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COMCAST
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1 APOLLO ROAD
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(610) 828-3932
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PLYMOUTH MEETING, PA 19462
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ATTN: TOM DEMSEY
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COMCAST
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4400 WAYNE AVENUE
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(800) 266-2278
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PHILADELPHIA, PA 19140
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ATTN: ROBERT HARVEY
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ENERGY TRANSFER
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1300 NORTH MAIN STREET
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(713) 989-7000
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HOUSTON, TX 77002
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ATTN: CELESTE WATERWALL
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NORTH WALES WATER AUTHORITY
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200 WEST WALNUT STREET
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(215) 699-4836
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PO BOX 1339
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NORTH WALES, PA 19454
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ATTN: JOSEPH MURPHY
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PECO ENERGY C/O USIC
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450 SOUTH HENDERSON ROAD SUITE B
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(484) 681-5720
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KING OF PRUSSIA, PA 19406
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ATTN: NIKKIA SIMPKINS
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TRANSCONTINENTAL GAS/WILLIAMS GAS
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99 FARBER ROAD
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(609) 285-2420
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PRINCETON, NJ 08540
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ATTN: JUSTIN ADAMS
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UNITI FIBER
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107 ST FRANCIS ST SUITE 1800
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(251) 662-1170
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MOBILE, AL 36602
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ATTN: ANDREW WILSON
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VERIZON BUSINESS FORMERLY MCI
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400 INTERNATIONAL PARKWAY
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(972) 664-1602
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RICHARDSON, TX 75081
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ATTN: DEAN BOYERS
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VERIZON PENNSYLVANIA LLC
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1050 VIRGINIA DRIVE
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(855) 805-5200
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FORT WASHINGTON, PA 19034
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ATTN: DARLINE LEPPERD JOHNSON
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ZAYO BANDWIDTH FORMERLY PPL TELCOM LLC
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1060 HARDEES DRIVE UNIT H
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ABERDEEN, MD 21001
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ATTN: GEORGE HUSS
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SCALE:
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DRAWING INDEX PLAN
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CAMP HILL ROAD
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HELLER WAY
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SCOTT LANE
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SHELLY LANE
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DRESHERTOWN ROAD
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PENN CENTRAL RAILROAD
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CONSTRUCTION DETAILS 2
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OF
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STREET SIGN
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STOP SIGN
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25 MPH SIGN
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25 MPH SIGN
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STREET SIGN
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PRIVATE DRIVEWAY
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LEGAL ROW
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LANDS N/L SCHATZ GERALD PARCEL ID 54-00-03563-00-1 200 CAMP HILL ROAD
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CAMP HILL ROAD
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AutoCAD SHX Text LANDS N/L GAISER RICHARD C & LYNN M PARCEL ID 54-00-03463-00-2 205 CAMP HILL ROAD
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LANDS N/L STRYD TODD & ALLISON PARCEL ID 54-00-03571-00-2 240 CAMP HILL ROAD
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LANDS N/L DANGELO JOHN A PARCEL ID 54-00-03574-00-8 260 CAMP HILL ROAD
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LANDS N/L PENNYPACKER STUART M PARCEL ID 54-00-03577-00-5 270 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L BRAZIL EUGENE F & PAULINE F PARCEL ID 54-00-03580-00-2 280 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L JOHNS WILLARD B & SANDRA W PARCEL ID 54-00-03466-00-8 225 CAMP HILL ROAD
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LANDS N/L GESSNER VICTORIA A PARCEL ID 54-00-03469-00-5 245 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L WARREN TYLER M & KATHRYN M PARCEL ID 54-00-03472-00-2 265 CAMP HILL ROAD
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LANDS N/L ELY WILLIAM & PATRICIA PARCEL ID 54-00-03475-00-8 275 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L PAOLOZZA SALVATORE & HOFFMAN ANNE-MARIK A PARCEL ID 54-00-03478-00-5 285 CAMP HILL ROAD
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SCOTT LANE
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LEGAL ROW
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SHELLY LANE
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BITUMINOUS CONCRETE DRIVEWAY
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SLATE SIDEWALK
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CONCRETE
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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CONCRETE
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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DY/4"
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DY/4"
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DY/4"
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12" CMP
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15" CMP
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15" CMP
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2" SW
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2" SW
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2" SW
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2" SW
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2" SW
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258 LF OF 8" @ 0.0389 FT/FT
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8" GRAVITY SEWER
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400 LF OF 8" @ 0.0911 FT/FT
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TEMPORARY INLET PROTECTION (TYP)
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6" FORCE MAIN
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6" FORCE MAIN
AutoCAD SHX Text CONTRACTOR TO PROVIDE PUMP AND HAUL TRUCKS FOR PUMP STATION WHILE MAKING CONNECTION TO MANHOLE
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EXISTING FORCE MAIN TO BE CAPPED AND ABANDONED IN PLACE
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 0+08
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UC
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GRADE ALONG OF EXISTING SANITARY SEWER
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SAN MH RIM 305.53 INV 298.03(FM-IN) INV 297.97(OUT)
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SAN MH RIM 302.83 INV 292.60(OUT)
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SAN MH RIM 287.66 INV 282.56(IN) INV 282.36(OUT)
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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SANITARY LATERAL
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2" SW GAS (APPROX. LOCATION & DEPTH)
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12" CMP
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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8" GRAVITY SEWER
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258 LF OF 8" @ 0.0389 FT/FT
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400 LF OF 8" @ 0.0911 FT/FT
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45° HORIZ. BEND
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GRADE ALONG OF PROPOSED SANITARY FORCE MAIN
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4' (MIN)
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4' (MIN)
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COVER (TYP.)
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SANITARY LATERAL
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SANITARY LATERAL
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PROVIDE NEW MODULAR MECHANICAL SEAL (LINK SEAL) AT MANHOLE CONNECTION
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PROPOSED 6" PVC FORCE MAIN
AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2024 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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CAMP HILL ROAD FORCE MAIN REPLACEMENT
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ISSUED FOR BIDDING
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PROFESSIONAL
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ENGINEER
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REGISTERED
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PE-046139-R
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JAMES MATTICOLA
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DATE:07/21/202607/21/2026
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE:
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BY
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DATE
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ISSUED FOR BIDDING
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AutoCAD SHX Text 07/28/2026
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NGK
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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PLAN & PROFILE STA 0+00 TO 6+00
AutoCAD SHX Text UPPER DUBLIN TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA, MONTGOMERY COUNTY, PENNSYLVANIAMONTGOMERY COUNTY, PENNSYLVANIA, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 23-08071
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3 OF 8 OF 8OF 88
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JM
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NGK
AutoCAD SHX Text 7/21/2026
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- AC.
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SEE PLAN
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OWNERS INFO:
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BCWSA
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1275 ALMSHOUSE ROAD
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WARRINGTON, PA 18976
AutoCAD SHX Text 215-343-2538
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PLAN
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SCALE:
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PROFILE
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SCALE:
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HORIZ. 1"=
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VERT. 1"=
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text 12.5
AutoCAD SHX Text NOTES: 1. WHILE SOME SANITARY LATERALS AND WATER SERVICES ARE SHOWN ON THE PLANS, NOT WHILE SOME SANITARY LATERALS AND WATER SERVICES ARE SHOWN ON THE PLANS, NOT ALL LATERALS AND SERVICES WERE LOCATED. CONTRACTOR TO FIELD VERIFY ALL LATERAL AND SERVICES LOCATIONS AND DEPTHS, INCLUDING OTHER UTILITIES SUCH AS GAS AND TELECOMMUNICATIONS. 2. ROADS SHALL BE KEPT FREE OF SEDIMENT AT ALL TIMES. ROADS SHALL BE KEPT FREE OF SEDIMENT AT ALL TIMES. 3. ALL BENDS TO BE INSTALLED WITH THRUST BLOCKS AND MECHANICAL RESTRAINED JOINTS. ALL BENDS TO BE INSTALLED WITH THRUST BLOCKS AND MECHANICAL RESTRAINED JOINTS.
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4. ALL FITTINGS TO BE DUCTILE IRON WITH MECHANICAL JOINTS. 5. PROVIDE TRACER WIRE PER THE SPECIFICATIONS FOR THE FORCE MAIN. 6. TRAFFIC CONTROL TO BE PROVIDED IN ACCORDANCE WITH PENNDOT PUBLICATION 213 PROVIDE FLAGGING, SIGNAGE, AND ALL OTHER ASPECTS IN ACCORDANCE WITH THIS DOCUMENT AND APPROPRIATE PATA DETAILS. SPECIAL CONDITIONS OF THE TOWNSHIP ROAD OPENING PERMIT MAY APPLY. 7. PROVIDE FULL ROAD WIDTH MILL AND PAVEMENT OVERLAY IN CAMP HILL ROAD FROM DRESHERTOWN ROAD TO HELLER WAY, IN ACCORDANCE WITH THE DETAIL ON SHEET 7 OF 8.
AutoCAD SHX Text 1"=25'
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MATCHLINE SEE SHEET 4 OF 8
8. CONTRACTOR SHALL CONSTRUCT FORCE MAIN WITH NO HIGH POINTS.
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25 MPH SIGN
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STREET SIGN
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20' WIDE STORM DRAINAGE & SANITARY SEWER EASEMENT
AutoCAD SHX Text LANDS N/L HENNESSEY DANIEL F & PATRICIA A PARCEL ID 54-00-03583-00-8 300 CAMP HILL ROAD
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LANDS N/L HECKMAN KEVIN A & SARA M PARCEL ID 54-00-03586-00-5 320 CAMP HILL ROAD
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LANDS N/L PHILLIPS CAROL PARCEL ID 54-00-03589-00-2 340 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L KEENAN CHRISTOPHER & ALLISON PARCEL ID 54-00-03589-01-1 350 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L RHODES THOMAS & MICHELE R PARCEL ID 54-00-03589-02-9 360 CAMP HILL ROAD
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LANDS N/L GROSS JOHN R & DIANA L PARCEL ID 54-00-03481-00-2 315 CAMP HILL ROAD
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LANDS N/L AMOIA ANDREA C & STEVE PARCEL ID 54-00-03484-00-8 325 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L HARTMAN HILARY E & ERIC W PARCEL ID 54-00-03490-00-2 355 CAMP HILL ROAD
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LANDS N/L LAWSON TINA & DERRICK PARCEL ID 54-00-03493-00-8 361 CAMP HILL ROAD
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CAMP HILL ROAD
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LEGAL ROW
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LEGAL ROW
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BITUMINOUS CONCRETE DRIVEWAY
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CONCRETE
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CONCRETE
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SWALE
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DY/4"
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DY/4"
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DY/4"
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15" CMP
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8" CMP
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8" CMP
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15" CMP
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18" CMP
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18" CMP
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2" SW
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2" SW
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400 LF OF 8" @ 0.0911 FT/FT
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77 LF OF 8" @ 0.0649 FT/FT
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326 LF OF 8" @ 0.0853 FT/FT
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313 LF OF 8" @ 0.0207 FT/FT
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TEMPORARY INLET PROTECTION (TYP)
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6" FORCE MAIN
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PROPOSED 6" FORCE MAIN
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SAN MH RIM 255.03 INV 245.93(IN) INV 245.73(OUT)
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SAN MH RIM 249.73 INV 240.73(SOUTHWEST-IN) INV 240.53(NORTH-IN) INV 240.43(OUT)
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SAN MH RIM 225.23 INV 212.63(IN) INV 212.53(OUT)
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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2" SW GAS (APPROX. LOCATION & DEPTH)
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12" CMP
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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400 LF OF 8" @ 0.0911 FT/FT
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77 LF OF 8" @ 0.0649 FT/FT
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326 LF OF 8" @ 0.0853 FT/FT
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326 LF OF 8" @ 0.0853 FT/FT
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313 LF OF 8" @ 0.0207 FT/FT
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GRADE ALONG OF PROPOSED SANITARY FORCE MAIN
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GRADE ALONG OF PROPOSED SANITARY FORCE MAIN
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GRADE ALONG OF EXISTING SANITARY SEWER
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GRADE ALONG OF EXISTING SANITARY SEWER
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4' (MIN)
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4' (MIN)
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COVER (TYP.)
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4' (MIN)
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4' (MIN)
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COVER (TYP.)
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PROPOSED 6" PVC FORCE MAIN
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SANITARY LATERAL
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PROPOSED 6" PVC FORCE MAIN
AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2024 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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CAMP HILL ROAD FORCE MAIN REPLACEMENT
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ISSUED FOR BIDDING
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PROFESSIONAL
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ENGINEER
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PE-046139-R
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JAMES MATTICOLA
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DATE:07/21/202607/21/2026
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE:
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BY
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DATE
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ISSUED FOR BIDDING
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AutoCAD SHX Text 07/28/2026
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NGK
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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PLAN & PROFILE STA 6+00 TO 12+50
AutoCAD SHX Text UPPER DUBLIN TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA, MONTGOMERY COUNTY, PENNSYLVANIAMONTGOMERY COUNTY, PENNSYLVANIA, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 23-08071
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4 OF 8 OF 8OF 88
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JM
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NGK
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SEE PLAN
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OWNERS INFO:
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BCWSA
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1275 ALMSHOUSE ROAD
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WARRINGTON, PA 18976
AutoCAD SHX Text 215-343-2538
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PLAN
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SCALE:
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PROFILE
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SCALE:
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HORIZ. 1"=
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VERT. 1"=
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text 12.5
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MATCHLINE SEE SHEET 3 OF 8
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MATCHLINE SEE SHEET 5 OF 8
AutoCAD SHX Text NOTES: 1. WHILE SOME SANITARY LATERALS AND WATER SERVICES ARE SHOWN ON THE PLANS, NOT WHILE SOME SANITARY LATERALS AND WATER SERVICES ARE SHOWN ON THE PLANS, NOT ALL LATERALS AND SERVICES WERE LOCATED. CONTRACTOR TO FIELD VERIFY ALL LATERAL AND SERVICES LOCATIONS AND DEPTHS, INCLUDING OTHER UTILITIES SUCH AS GAS AND TELECOMMUNICATIONS. 2. ROADS SHALL BE KEPT FREE OF SEDIMENT AT ALL TIMES. ROADS SHALL BE KEPT FREE OF SEDIMENT AT ALL TIMES. 3. ALL BENDS TO BE INSTALLED WITH THRUST BLOCKS AND MECHANICAL RESTRAINED JOINTS. ALL BENDS TO BE INSTALLED WITH THRUST BLOCKS AND MECHANICAL RESTRAINED JOINTS.
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4. ALL FITTINGS TO BE DUCTILE IRON WITH MECHANICAL JOINTS. 5. PROVIDE TRACER WIRE PER THE SPECIFICATIONS FOR THE FORCE MAIN. 6. TRAFFIC CONTROL TO BE PROVIDED IN ACCORDANCE WITH PENNDOT PUBLICATION 213 PROVIDE FLAGGING, SIGNAGE, AND ALL OTHER ASPECTS IN ACCORDANCE WITH THIS DOCUMENT AND APPROPRIATE PATA DETAILS. SPECIAL CONDITIONS OF THE TOWNSHIP ROAD OPENING PERMIT MAY APPLY. 7. PROVIDE FULL ROAD WIDTH MILL AND PAVEMENT OVERLAY IN CAMP HILL ROAD FROM DRESHERTOWN ROAD TO HELLER WAY, IN ACCORDANCE WITH THE DETAIL ON SHEET 7 OF 8.
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STOP SIGN
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GV
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ONE LANE UNDERPASS SIGN
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25 MPH SIGN
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10' WIDE SANITARY SEWER EASEMENT
AutoCAD SHX Text LANDS N/L LEVY DAVID F & DEBORAH A HOFFMAN PARCEL ID 54-00-03589-03-8 370 CAMP HILL ROAD
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LANDS N/L PACE THOMAS & THERESA PARCEL ID 54-00-03589-05-6 380 CAMP HILL ROAD
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LANDS N/L BANERJEE AMIT & DENISE PARCEL ID 54-00-03589-06-5 390 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L GORMAN CHARLES R & EVELYN G PARCEL ID 54-00-03502-00-8 373 CAMP HILL ROAD
AutoCAD SHX Text LANDS N/L TESTER WILLIAM J & LINDA MORANTE PARCEL ID 54-00-08241-50-7 401 HELLER WAY
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LANDS N/L OAKS HOMEOWNERS ASSN THE PARCEL ID 54-00-08241-56-1 HELLER WAY
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CAMP HILL ROAD
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HELLER WAY
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LEGAL ROW
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LEGAL ROW
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LEGAL ROW
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LEGAL ROW
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PENN CENTRAL RAILROAD
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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BITUMINOUS CONCRETE DRIVEWAY
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CONCRETE
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CONCRETE SIDEWALK
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SWALE
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SWALE
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SWALE
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BITUMINOUS CONCRETE DRIVEWAY
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CONCRETE
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DY/4"
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DY/4"
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BITUMINOUS CONCRETE DRIVEWAY
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SWALE
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18" CMP
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18" CMP
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18" CMP
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30" RCP
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18" PVC
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18" CMP
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18" CMP
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18" CMP
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18" CMP
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15" RCP
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15" RCP
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18" RCP
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3' WIDE PINE TREE ROW
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2" SW
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1.25" SW
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313 LF OF 8" @ 0.0207 FT/FT
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345 LF OF 8" @ 0.0367 FT/FT
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TEMPORARY INLET PROTECTION (TYP)
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6" FORCE MAIN
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PROPOSED 6" FORCE MAIN
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 17+89
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 18+18
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 18+62
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 18+69
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PROPOSED QUICK-CONNECT (SEE "QUICK CONNECT" CONSTRUCTION DETAIL)
AutoCAD SHX Text CONTRACTOR TO PROVIDE PUMP AND HAUL TRUCKS FOR PUMP STATION WHILE MAKING CONNECTION TO EXISTING PIPING
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EXISTING FORCE MAIN TO BE CAPPED AND ABANDONED IN PLACE
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UE
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UC
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UC
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UC
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UC
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SS
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SS
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WS
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WS
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SS
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SS
AutoCAD SHX Text SAN MH RIM 213.54 INV 206.24(NORTHWEST-IN) INV 206.04(SOUTHWEST-IN) INV 205.94(OUT)
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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WATER SERVICE (APPROX. LOCATION & DEPTH)
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18" PVC
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313 LF OF 8" @ 0.0207 FT/FT
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345 LF OF 8" @ 0.0367 FT/FT
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GRADE ALONG OF PROPOSED SANITARY FORCE MAIN
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GRADE ALONG OF EXISTING SANITARY SEWER
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4' (MIN)
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4' (MIN)
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COVER (TYP.)
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 17+89
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PROPOSED 6" PVC FORCE MAIN
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SANITARY LATERAL
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SANITARY LATERAL
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SANITARY LATERAL
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SANITARY LATERAL
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SANITARY LATERAL
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 17+89
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 18+18
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PROPOSED QUICK-CONNECT (SEE "QUICK CONNECT" CONSTRUCTION DETAIL)
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 18+62
AutoCAD SHX Text 6" - 45° HORIZ. BEND W/ ° HORIZ. BEND W/ HORIZ. BEND W/ THRUST BLOCK AND MJ STA: 18+69
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GRADE ALONG OF PROPOSED SANITARY FORCE MAIN
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PROPOSED 6" PVC FORCE MAIN
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CONNECTION TO EXISTING PIPING
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WATER MAIN (APPROX. LOCATION & DEPTH)
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SANITARY FORCE MAIN (APPROX. LOCATION & DEPTH)
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SANITARY SEWER MAIN (APPROX. LOCATION & DEPTH)
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4' (MIN)
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4' (MIN)
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COVER (TYP.)
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UNDERGROUND COMMUNICATIONS (APPROX. LOCATION & DEPTH)
AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2024 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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CAMP HILL ROAD FORCE MAIN REPLACEMENT
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ISSUED FOR BIDDING
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PROFESSIONAL
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ENGINEER
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REGISTERED
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PE-046139-R
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JAMES MATTICOLA
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DATE:07/21/202607/21/2026
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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TOTAL LOTS:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE:
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BY
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DATE
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ISSUED FOR BIDDING
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AutoCAD SHX Text 07/28/2026
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NGK
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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PLAN & PROFILE STA 12+50 TO 18+72
AutoCAD SHX Text UPPER DUBLIN TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA, MONTGOMERY COUNTY, PENNSYLVANIAMONTGOMERY COUNTY, PENNSYLVANIA, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 23-08071
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5 OF 8 OF 8OF 88
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JM
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NGK
AutoCAD SHX Text 7/21/2026
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SEE PLAN
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OWNERS INFO:
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BCWSA
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1275 ALMSHOUSE ROAD
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WARRINGTON, PA 18976
AutoCAD SHX Text 215-343-2538
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text 12.5
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PLAN
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SCALE:
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PROFILE
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PROFILE
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MATCHLINE SEE SHEET 4 OF 8
AutoCAD SHX Text NOTES: 1. WHILE SOME SANITARY LATERALS AND WATER SERVICES ARE SHOWN ON THE PLANS, NOT WHILE SOME SANITARY LATERALS AND WATER SERVICES ARE SHOWN ON THE PLANS, NOT ALL LATERALS AND SERVICES WERE LOCATED. CONTRACTOR TO FIELD VERIFY ALL LATERAL AND SERVICES LOCATIONS AND DEPTHS, INCLUDING OTHER UTILITIES SUCH AS GAS AND TELECOMMUNICATIONS. 2. ROADS SHALL BE KEPT FREE OF SEDIMENT AT ALL TIMES. ROADS SHALL BE KEPT FREE OF SEDIMENT AT ALL TIMES. 3. ALL BENDS TO BE INSTALLED WITH THRUST BLOCKS AND MECHANICAL RESTRAINED JOINTS. ALL BENDS TO BE INSTALLED WITH THRUST BLOCKS AND MECHANICAL RESTRAINED JOINTS.
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4. ALL FITTINGS TO BE DUCTILE IRON WITH MECHANICAL JOINTS. 5. PROVIDE TRACER WIRE PER THE SPECIFICATIONS FOR THE FORCE MAIN. 6. TRAFFIC CONTROL TO BE PROVIDED IN ACCORDANCE WITH PENNDOT PUBLICATION 213 PROVIDE FLAGGING, SIGNAGE, AND ALL OTHER ASPECTS IN ACCORDANCE WITH THIS DOCUMENT AND APPROPRIATE PATA DETAILS. SPECIAL CONDITIONS OF THE TOWNSHIP ROAD OPENING PERMIT MAY APPLY. 7. PROVIDE FULL ROAD WIDTH MILL AND PAVEMENT OVERLAY IN CAMP HILL ROAD FROM DRESHERTOWN ROAD TO HELLER WAY, IN ACCORDANCE WITH THE DETAIL ON SHEET 7 OF 8.
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AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER.
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