2-Bid Plans.pdf
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- Manor and Alderfer Road Sewer Replacement
- Solicitation number
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- Montgomery County, Pennsylvania
About this file
Construction Drawings Summary
This document consists of construction drawings and technical specifications prepared by Gilmore & Associates, Inc. for the Lower Salford Township Authority in Lower Salford Township, Montgomery County, Pennsylvania. The project involves the installation of approximately 4,250 linear feet of 8-inch sanitary sewer force main along Quarry Road (T-450) in Harleysville, PA 19438. The drawings, dated January 2, 2026, include 12 sheets detailing existing conditions, plan and profile views at multiple stations, pump station decommission plans, valve vault details, erosion and sediment control measures, construction details, and a detour plan. The force main will be constructed using 8-inch DR-18 PVC pipe with depths ranging from approximately 2 to 8 feet to maintain proper clearance from existing utilities and avoid high points. Key project components include the decommissioning of the Mainland Ridge Pump Station, installation of air release valves at high points (spaced every 500 feet), valve vaults with plug valves and magnetic meters, tracer wire installation with Copperhead Snakepit access points, and connection to an existing force main stub at station 42+14 near Main Street. Sealed bids were accepted online via PennBid until 10:00 A.M. on Wednesday, February 11, 2026, with a pre-bid conference scheduled for January 21, 2026, at the Township Building located at 379 Main Street.
The contract requires the successful bidder to furnish a bid bond or certified check equal to 10 percent of the bid amount, with performance and payment bonds in the amount of 100 percent of the contract value and a maintenance bond equal to 15 percent of the contract amount. Work must comply with Pennsylvania Department of Transportation Publication 408 standards, Pennsylvania Prevailing Wage Act requirements, and all applicable local, state, and federal regulations including OSHA standards and Pennsylvania Act 50 for utility locating. The contractor is responsible for all costs associated with trench excavation and backfill, dewatering, pavement restoration, erosion control maintenance, utility coordination, and restoring all disturbed areas including mailboxes, signs, fences, landscaping, and property corners at no additional expense to the owner. The project includes coordination with PennDOT for work within the state right-of-way, notification of Pennsylvania One Call System at least three business days prior to construction, and maintenance of local traffic and emergency access during construction hours of 8:00 A.M. to 4:00 P.M. in the Quarry Road between Stover Road and Main Street area.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-SPECS PACKAGE.pdf | ||
| 1-BID PLANS.pdf | ||
| 1-Bid Specs.pdf |
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Text version
© 2024 Microsoft Corporation © 2024 TomTom
CONSTRUCTION DRAWINGS
FOR
LOWER SALFORD TOWNSHIP AUTHORITY
LOWER SALFORD TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA
QUARRY ROAD (T-450) FORCE MAIN
3850 SIERRA CIRCLE , SUITE 100 CENTER VALLEY, PA 18034 ● (610) 366-8064 ● www.gilmore-assoc.com
STABLER CORPORATE CENTER
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SITE
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SHEET 4
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SHEET 5
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SHEET 6
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SCALE
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IN
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FEET
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LOCATION MAP
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SCALE: 1"=2000'
AutoCAD SHX Text LAST REVISED:January 2, 2026
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1510068T QUARRY ROAD (T-450) FORCE MAIN - JANUARY 2, 2026
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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.
AutoCAD SHX Text PLAN DATE:January 2, 2026
AutoCAD SHX Text PROJECT LOCATION: QUARRY ROAD HARLEYSVILLE, PA 19438 LOWER SALFORD TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA
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DATE:01/02/202601/02/2026
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1 OF 12 OF 12OF 1212
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%%UOWNER/APPLICANT INFO:
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LOWER SALFORD TOWNSHIP AUTHORITY
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57 MAIN STREET, P.O. BOX 243
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HARLEYSVILLE, PA 19438
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(215) 256-8676
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PROFESSIONAL
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ENGINEER
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REGISTERED
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PE087776
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BENJAMIN A. KUTZ
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1. THE CONTRACTOR(S) SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE OWNER, OWNER'S REPRESENTATIVE AND DESIGN PROFESSIONAL OF ANY DESCREPANCIES. COMMENCEMENT WITH ANY WORK MEANS THE
CONTRACTOR HAS ACCEPTED EXISTING AND FIELD CONDITIONS.
2. IN ACCORDANCE WITH PENNSYLVANIA STATE LAW, NOTIFY ALL UTILITY COMPANIES (1-800-242-1776 PENNSYLVANIA ONE CALL
SYSTEM) AT LEAST (3) THREE BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION.
3. THE CONTRACTOR(S) SHALL OBTAIN ALL REQUIRED/PERTINENT PERMITS FOR THIS WORK AND COMPLY AND ADHERE TO ALL
APPLICABLE REGULATIONS SET FORTH.
4. PERFORM DEMOLITION WORK IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND
ORDINANCES AND WITH NATIONAL STANDARD SAFETY REQUIREMENTS FOR DEMOLITION.
5. DO NOT INTERFERE WITH THE USE OF ADJACENT BUILDING OR SITE AREAS.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO PROTECT EXISTING STRUCTURES AND FACILITIES, INCLUDING
UTILITIES, NOT DESIGNATED FOR DEMOLITION OR REPLACEMENT/UPGRADE SUCH AS BUILDINGS, PIPES, INLETS/MANHOLES, CABLES/WIRES, CONDUITS, APRONS, PAVEMENTS, BRIDGES, UTILITIES, TREES, ETC. FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. EXTREME CARE SHALL BE TAKEN IN UNDERCUT AREAS. THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE DESIGNER, ANY STRUCTURES OR FACILITIES DAMAGED DURING CONSTRUCTION/THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED ITEMS.
7. PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO ADJACENT WALKWAYS, PAVEMENT, STRUCTURES, OR OTHER SITE ELEMENTS TO REMAIN. ANY MOVEMENT, DAMAGE, OR SETTLEMENT THAT OCCURS SHALL BE REPAIRED BY THE CONTRACTOR
AT NO EXPENSE TO THE OWNER.
8. PROTECT ALL EXISTING PLANT MATERIALS FROM DAMAGE UNLESS THEY ARE INDICATED TO BE REMOVED. DO NOT PARK OR STORE CONSTRUCTION VEHICLES, EQUIPMENT, AND/OR MATERIALS UNDER THE CANOPY (WITHIN THE DRIP LINE) OF ANY TREE TO REMAIN. ANY DAMAGE SHALL BE REPAIRED OR THE PLANT MATERIAL REPLACED WITH PLANTS OF THE SAME SIZE BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. ANY REPLACEMENT PLANT MATERIAL SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT.
9. DISPOSE OF ALL UNUSABLE MATERIAL AND DEBRIS RESULTING FROM THE WORK OFF OF THE SITE AND LEAVE THE WORK
AREAS CLEAN AND READY FOR NEW WORK.
10. COORDINATE WITH THE OWNER AND UTILITY PROVIDERS FOR ALL SHUTDOWNS FOR UTILITY CONNECTION AND RELOCATION
WORK.
11. ALL UTILITIES NOT SCHEDULED/INDICATED FOR DEMOLITION WITHIN THE LIMIT OF DEMOLITION/WORK AREA SHALL BE
PROTECTED AND MAINTAINED DURING CONSTRUCTION.
12. ALL MATERIALS DEMOLISHED, UNLESS IDENTIFIED TO BE SAVED OR SALVAGED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PER FEDERAL, STATE, AND LOCAL REGULATIONS. ALL COSTS OF HAULING, DISPOSAL, AND TIPPING FEES ARE
THE RESPONSIBILITY OF THE CONTRACTOR AS PART OF THE BASE BID.
13. ALL MATERIALS IDENTIFIED TO BE SALVAGED SHALL BE REMOVED WITH CARE TO PREVENT AND MINIMIZE DAMAGE AND SHALL BE STORED ON-SITE FOR REUSE OR FOR RETRIEVAL BY OWNER OR THE OWNER'S REPRESENTATIVE.
14. ALL QUANTITIES OF DEMOLITION SHALL BE DETERMINED BY THE CONTRACTOR AND COVERED IN THE BASE BID. CONTRACTOR SHALL MAKE NECESSARY SITE INSPECTIONS PRIOR TO BID TO VERIFY ALL QUANTITIES AND CONDITIONS TO HIS/HER
SATISFACTION.
15. SAWCUT AND TRIM ALL EXISTING CONCRETE AND ASPHALT PAVEMENT EDGES PRIOR TO INSTALLING NEW PAVING. ENDS OF DAILY NEW ASPHALT PAVEMENT INSTALLATIONS SHALL BE SAWCUT AND TRIMMED NEATLY TO RECEIVE AND INTERSECT THE
NEXT AREA OF NEW ASPHALT PAVEMENT.
16. ALL EXCAVATED MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LAWFUL MANNER.
17. ALL HAZARDOUS MATERIALS ARE TO BE REMOVED OR REMEDIATED BY A LICENSED AND INSURED PROFESSIONAL.
GENERAL NOTES: DEMOLITION NOTES:
ASPHALT PAVING NOTES:
GENERAL UTILITY TRENCHING NOTES:
1. THESE GENERAL NOTES APPLY TO ALL PLANS, SPECIFICATIONS, AND WORK ASSOCIATED WITH THIS PROJECT.
2. IA ACT 187, HOUSE BILL 2627, AMENDING THE ACT OF DECEMBER 17, 1974 (P.L.852, NO. 287) PN 1460 1996 EFFECTIVE 12/19/96.
3. LOCATIONS OF EXISTING UNDERGROUND UTILITIES/FACILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM RECORDS. NO
EXCAVATIONS WERE PERFORMED IN THE PREPARATION OF THESE DRAWINGS; THEREFORE ALL UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE IN LOCATION, DEPTH, AND SIZE. THE POTENTIAL EXISTS FOR OTHER UNDERGROUND UTILITIES/FACILITIES TO BE PRESENT WHICH ARE NOT SHOWN ON THE DRAWINGS. ONLY THE VISIBLE LOCATIONS OF UNDERGROUND UTILITIES/FACILITIES AT THE TIME OF FIELD SURVEY SHALL BE CONSIDERED TRUE AND ACCURATE.
COMPLETENESS OR ACCURACY OF UNDERGROUND UTILITIES/FACILITIES ARE NOT GUARANTEED BY GILMORE & ASSOCIATES
INC.
4. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES/FACILITIES PRIOR TO THE START OF WORK AND SHALL COMPLY WITH THE REQUIREMENTS OF P.L. 852, NO. 287 DECEMBER 10, 1974 AS LAST AMENDED ON MARCH 29, 2007, PENNSYLVANIA ACT 181. GILMORE & ASSOCIATES INC. HAS
OBTAINED A PA-ONE CALL SERIAL NUMBER 20241291695 FOR DESIGN PURPOSES ONLY.
5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES WHETHER SHOWN ON THE PLANS OR NOT.
THE CONTRACTOR SHALL CONTACT THE PA ONE CALL SYSTEM AT 1-800-242-1776 AT LEAST 3-WORKING DAYS PRIOR TO THE
COMMENCEMENT OF WORK.
6. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS SHALL BE TAKEN FROM DIMENSIONS SHOWN ON THE DRAWING. WHERE DIMENSIONS BETWEEN SMALL SCALE AND DETAIL DRAWINGS DIFFER, NOTIFY THE DESIGN PROFESSIONAL FOR CLARIFICATION. FIELD VERIFY ALL DIMENSIONS AND NOTIFY DESIGN PROFESSIONAL OF ANY DISCREPANCIES.
7. INSTALL ALL MANUFACTURED ITEMS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS COMPLETE WITH ALL ITEMS AND COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION.
8. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT ARE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE O.S.H.A. (OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION) STANDARDS.
9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE APPROPRIATE CONTRACT DOCUMENTS (PLANS, SPECIFICATIONS, AND OTHER INFORMATION) TO THE VARIOUS SUBCONTRACTORS AND TRADES IN ORDER FOR THEM TO
COORDINATE AND PERFORM THE WORK.
10. THE GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY COMPANY REGULATIONS AND REQUIREMENTS FOR UTILITIES AFFECTED BY THE PROJECT AND PAY ALL REQUIRED FEES AND COSTS ASSOCIATED WITH
THOSE UTILITIES.
11. THE CONTRACTOR(S) SHALL OBTAIN ALL PERMITS RELATING TO THIS PROJECT PRIOR TO CONSTRUCTION.
12. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS TO MEET ALL OF THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL
AUTHORITIES, HEALTH DEPARTMENT, AND UTILITY COMPANIES IN ADDITION TO THE INFORMATION STATED IN THESE PLANS, THE SPECIFICATIONS, AND THE CONTRACT DOCUMENTS.
13. IN THE CASE OF CONFLICT BETWEEN ANY PART OF THESE PLANS, THE SPECIFICATIONS, OR THE CONTRACT DOCUMENTS, OR IF DISCREPANCIES ARE DISCOVERED THE CONTRACTOR SHALL NOTIFY THE OWNER AND DESIGN PROFESSIONAL IMMEDIATELY BY PHONE AND IN WRITING AND SHALL REQUEST A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. IF THE WORK PROCEEDS WITH THE KNOWLEDGE OF A DISCREPANCY AND WITHOUT A WRITTEN DETERMINATION, SUCH WORK WILL NOT BE CONSIDERED IN COMPLIANCE WITH THESE PLANS, THE SPECIFICATIONS, AND
CONTRACT DOCUMENTS.
14. ALL WORK WITHIN A RIGHT OF WAY (R.O.W.) OR EASEMENT SHALL BE DONE IN ACCORDANCE WITH THE AGENCY OR ENTITY HAVING JURISDICTION OR OWNERSHIP OF THAT R.O.W. OR EASEMENT. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, APPROVALS, INSPECTIONS, ETC. FROM THE AGENCY OF ENTITY HAVING JURISDICTION FOR THIS WORK.
15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO PROTECT EXISTING STRUCTURES AND FACILITIES, INCLUDING UTILITIES, NOT DESIGNATED FOR DEMOLITION OR REPLACEMENT/UPGRADE SUCH AS BUILDINGS, PIPES, INLETS/MANHOLES, CABLES/WIRES, CONDUITS, APRONS, PAVEMENTS, BRIDGES, UTILITIES, TREES, ETC. FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. EXTREME CARE SHALL BE TAKEN IN UNDERCUT AREAS. THE CONTRACTOR(S) SHALL REPLACE OR REPAIR, AS DIRECTED BY THE OWNER OR DESIGN PROFESSIONAL, ANY STRUCTURES OR FACILITIES DAMAGED DURING CONSTRUCTION/THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED
ITEMS.
16. THE CONTRACTOR(S) SHALL PROVIDE POSITIVE PROTECTION (MAT/SHEET COVERINGS) FOR ALL EXPOSED EXCAVATIONS TO
PROTECT FROM INSTABILITY AND DETERIORATION DUE TO RAIN, WIND OR SNOW/ICE.
17. THE CONTRACTOR SHALL PROVIDE SURFACE DRAINAGE CHANNELS OR DIVISION DIKES, SUMPS AND SUMP PUMPS AND/OR OTHER DEWATERING MEASURES AS REQUIRED TO PROTECT ALL EXCAVATIONS FROM FLOODING. FLOODING OF ANY EXCAVATION OF THE SUBGRADE WILL BE CAUSE FOR COMPLETE REPREPARATION AND REAPPROVAL OF THE SUBGRADE.
18. ALL ORGANIC, WET, SOFT AND/OR OTHER UNSUITABLE MATERIALS SHALL BE REMOVED FROM PAVEMENT SUBGRADE AND BACKFILLED WITH SUITABLE GRANULAR, FREE DRAINING MATERIAL. NO PAVEMENTS OR SLABS SHALL BE PLACED ONTO SUBGRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST ENTER AN EXPOSED EXCAVATION AFTER SUBGRADE APPROVAL, THE SUBGRADE SHALL BE REINSPECTED BY THE INDEPENDENT TESTING AND INSPECTION AGENCY
AFTER REMOVAL OF WATER OR FROST.
19. THE CONTRACTOR(S) SHALL MAINTAIN ALL EROSION CONTROLS DURING CONSTRUCTION.
20. THE CONTRACTOR(S) SHALL ERECT PROTECTIVE DEVICES MEETING THE OWNERS REQUIREMENTS, SUCH AS TEMPORARY
CHAIN-LINK FENCING, TO PROTECT THE SITE FROM UNAUTHORIZED PERSONS FROM ENTERING THE WORK SITE.
21. THE CONTRACTOR(S) ARE RESPONSIBLE FOR THE PROTECTION OF EXISTING TREES TO REMAIN. NO EQUIPMENT, MATERIALS, SOIL, OR OTHER DEBRIS SHALL BE STORED UNDER THE DRIPLINE OF THE TREE. IF TREES ARE DAMAGED, ITEMS ARE STORED, OR AREA UNDER THE DRIP LINE IS DISTURBED, OTHER THAN DISTURBANCE CALLED FOR ON THE PLANS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CORRECT THE DAMAGE TO THE SATISFACTION OF THE OWNER OR THE DESIGN
PROFESSIONAL.
22. IF IT BECOMES NECESSARY TO CLOSE A PORTION OF THE ADJACENT STREET OR SIDEWALK DURING CONSTRUCTION, THE CONTRACTOR(S) SHALL NOTIFY THE LOCAL AUTHORITY HAVING JURISDICTION. THE CONTRACTOR(S) SHALL OBTAIN ALL
PERMITS REQUIRED FOR THIS WORK OR CLOSURE.
23. THE CONTRACTOR(S) SHALL KEEP ALL PUBLIC AREAS CLEAN OF DEBRIS ON A DAILY BASIS. THE LOWER SALFORD TOWNSHIP SEWER AUTHORITY MAINTAINS THE RIGHT TO CLEAN THE PROJECT SITE FOR CONTRACTOR NON-COMPLIANCE AT
CONTRACTOR'S EXPENSE.
24. ALL MATERIAL REMOVED FROM THE PROJECT SITE SHALL BE DISPOSED OF IN A LAWFUL MANNER ACCORDING TO APPLICABLE
LOCAL, STATE, AND/OR FEDERAL REGULATIONS.
1. COMPLY WITH APPLICABLE SECTIONS AND PROVISIONS OF THE STANDARD SPECIFICATION OF PAVEMENT CONSTRUCTION PER PENNDOT PUBLICATION 408. BITUMINOUS MATERIALS SHALL BE APPLIED WHEN THE SURFACE IS DRY, FIRM AND CURED, AND OTHERWISE ACCEPTABLE.
2. CONTINUITY: NEW PAVING SHALL BE OF LIKE COMPOSITION OF INGREDIENTS FOR UNIFORMITY AND SHALL MATCH THE FINISH
OF EXISTING ASPHALT PAVING.
3. PERFORM THE WORK WITHOUT STAINING OR INJURY TO OTHER PERMANENT WORK, INCLUDING CURBS AND SIDEWALKS.
4. WHERE NEW PAVING MEETS EXISTING, CUT EXISTING PAVING AS REQUIRED WITH A POWER SAW TO CLEAN STRAIGHT LINES
WITH VERTICAL EDGES. CUT THE EXISTING PAVEMENT TO ALLOW AN OVERLAP OF ONE FOOT OF NEW WEARING COURSE OVER
THE EXISTING BINDER COURSE ALONG THE CONTINUOUS EDGES OF THE TRENCH.
5. APPLY PRIMER OF TACK COAT TO ALL EXPOSED SURFACES OF EXISTING WEARING AND BINDER COURSES.
6. SEAL PAVEMENT JOINTS AND ALONG PAVEMENT/CURB INTERFACE WITH PG64-22 HOT BITUMINOUS JOINT SEAL.
7. THE NEW PAVING SHALL PROVIDE A SMOOTH TRANSITION TO EXISTING PAVING WITHOUT ABRUPT CHANGE IN GRADE.
MAINTAIN POSITIVE DRAINAGE AND ELIMINATE LOW SPOTS.
8. ALL PAVEMENT STRIPING IMPACTED BY CONSTRUCTION SHALL BE RE-STRIPED. THE COST FOR THIS WORK SHALL BE PART OF THE
CONTRACTOR'S BASE BID.
9. THE OWNER WILL BE RESPONSIBLE FOR OBTAINING THE ROAD OPENING PERMIT.
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WORK WITH PENNDOT. THE OWNER WILL PAY FOR PENNDOT INSPECTION
COSTS, IF ANY, ASSOCIATED WITH THIS PROJECT.
11. THE CONTRACTOR SHALL BACKFILL ALL TRENCHES AND RESTORE ALL PAVED AREAS WITH HOT MIX ASPHALT BY THE END OF EACH WEEK.
12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL PAVED AREAS TO THE SATISFACTION OF THE TOWNSHIP, TOWNSHIP
AUTHORITY, AND PENNDOT. ANY DAMAGE TO PAVED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER.
1. ALL SOIL EXCAVATED FROM THE TRENCH WILL BE PLACED ON THE UPHILL SIDE OF THE TRENCH.
2. LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION AND BACKFILLING THAT CAN BE
COMPLETED THE SAME DAY.
3. WATER WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY PUMPING BEFORE PIPE PLACEMENT
AND / OR BACKFILLING BEGINS. WATER REMOVED FROM THE TRENCH SHALL BE PUMPED THROUGH A FILTRATION DEVICE.
4. ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE DISTURBED AREA WILL BE GRADED TO FINAL
CONTOURS AND IMMEDIATELY STABILIZED.
5. SOILS EXCAVATED FROM EXISTING SURFACE LAYER SHOULD BE STOCKPILED SEPARATELY AND RETURNED AS FINAL
SURFACE LAYER FOLLOWING TRENCH BACKFILLING.
6. PLACE EROSION CONTROL MEASURES DOWN-SLOPE OF THE PROPOSED TRENCHING ACTIVITIES. PLACE EXCAVATED
MATERIALS ON THE UPSLOPE SIDE OF THE TRENCH.
7. TOPSOIL SHALL BE REMOVED AND STOCKPILED SEPARATELY FROM BACKFILL SOILS. TOPSOIL SHALL BE REPLACED UPON
FINAL GRADING FOR STABILIZATION.
8. REMOVE EROSION CONTROL MEASURES AFTER AREA IS STABILIZED. ANY AREAS DISTURBED DURING THE REMOVAL OF THE
SILT FENCE SHALL BE RESTABILIZED IMMEDIATELY.
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1. PROPERTY AS SHOWN ON THE TAX MAP OF THE TOWNSHIP OF LOWER SALFORD, COUNTY OF MONTGOMERY, COMMONWEALTH OF PENNSYLVANIA.
2. THIS PLAN IS BASED ON A FIELD SURVEY PERFORMED BY GILMORE & ASSOCIATES, INC. IN MAY OF 2024, AND THE REFERENCED INFORMATION LISTED HEREON. IT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
3. SUBJECT TO COVENANTS, RESTRICTIONS AND/OR EASEMENTS EITHER WRITTEN OR IMPLIED.
4. VERTICAL DATUM IS NAVD88 AND WAS ESTABLISHED BY GLOBAL POSITIONING SYSTEM (GPS) WITH OBSERVATIONS
REFERENCED TO THE KEYNET-GPS VIRTUAL REFERENCE STATION SYSTEM.
5. HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (NAD 83) ESTABLISHED BY GLOBAL
POSITIONING SYSTEM (GPS) WITH OBSERVATIONS REFERENCED TO THE KEYNET-GPS VIRTUAL REFERENCE STATION SYSTEM.
GENERAL SURVEY NOTES:
1. TAX MAP FOR THE TOWNSHIP OF LOWER SALFORD, COUNTY OF MONTGOMERY, COMMONWEALTH OF PENNSYLVANIA.
2. PLAN ENTITLED "FINAL PLAN OF SUBDIVISION PREPARED FOR MAINLAND RIDGE", DATED JANUARY 16, 1989, LAST REVISED
SEPTEMBER 20, 1992, PREPARED BY URWILER & WALTER, INC. OF SUMNEYTOWN, PA, RECORDED AT THE MONTGOMERY
COUNTY RECORDER OF DEEDS IN PLAN BOOK A-53, PAGE 212.
3. PLAN ENTITLED "PLAN OF SUBDIVISION PREPARED AS PART OF FAIRWAY COURT", DATED JULY 1, 2003, LAST REVISED AUGUST 18, 2005, PREPARED BY RICHARD C. MAST ASSOCIATES, P.C., OF LEDERACH, PA, RECORDED AT THE MONTGOMERY COUNTY
RECORDER OF DEEDS IN PLAN BOOK 25, PAGE 466.
4. PLAN ENTITLED "BERKSHIRE COURT", DATED JANUARY 1, 2000, LAST REVISED FEBRUARY 28, 2001, PREPARED BY BURSICH ASSOCIATES, INC. OF POTTSTOWN, PA, RECORDED AT THE MONTGOMERY COUNTY RECORDER OF DEEDS IN PLAN BOOK A-60, PAGE 130.
5. PLAN ENTITLED "MEADOW CREEK CROSSING", DRAWING NO. SP4116851, SHEET 34 OF 41, DATED MARCH 19, 1998, LAST REVISED NOVEMBER 20, 1998, PREPARED BY BURSICH ASSOCIATES, INC. OF POTTSTOWN, PA.
6. DEED BOOKS AS NOTED.
REFERENCES:
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EXISTING FEATURES LEGEND
1. THERE SHALL BE AT LEAST A 10-FOOT HORIZONTAL SEPARATION BETWEEN THE PROPOSED SANITARY FORCE MAIN AND AN EXISTING WATER MAIN. WHEN THIS SEPARATION CANNOT BE PROVIDED, CONCRETE ENCASEMENT IS NECESSARY.
2. ALL LOCATIONS WHERE THE PROPOSED SANITARY FORCE MAIN CROSSES EXISTING UTILITIES REQUIRES A MINIMUM 18-INCH VERTICAL
SEPARATION.
3. A MINIMUM COVER OF 4-FEET MEASURED FROM THE TOP OF PIPE TO FINISH GROUND ELEVATION SHALL BE PROVIDED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. DEEPER INSTALLATION WILL BE NECESSARY IN AREAS TO AVOID OTHER UTILITIES AND
HIGH POINTS IN THE FORCE MAIN.
4. DURING EXCAVATION, THE CONTRACTOR MAY ENCOUNTER ROCK; ALL EXCAVATION UNDER THIS CONTRACT IS CONSIDERED UNCLASSIFIED, AND THE COST OF REMOVAL OF THIS MATERIAL SHALL BE INCLUDED AS PART OF THE BID PRICE. NO ADDITIONAL
COMPENSATION WILL BE PROVIDED.
5. THE CONTRACTOR MAY ENCOUNTER WATER IN THE EXCAVATION. THIS COST FOR PUMPING THIS WATER OUT SHALL BE INCLUDED AS
PART OF THE BID PRICE. NO ADDITIONAL COMPENSATION WILL BE PROVIDED.
6. ANY DAMAGE TO THE EXISTING SANITARY SEWER SYSTEM, OR ANY OTHER UTILITIES, SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. ALL REPAIR WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER(S), ENGINEER, AND OWNER.
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL AFFECTED PARTIES AND TO MAINTAIN SERVICE OF THE PUBLIC SANITARY SEWER SYSTEM DURING THE PERFORMANCE OF THE CONTRACT. NO INTERRUPTION OF SANITARY SERVICE WILL BE
PERMITTED UNLESS SPECIFICALLY APPROVED BY THE OWNER AND ENGINEER.
8. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL MAILBOXES, SIGNS, FENCES, UTILITIES, PAVEMENT, WALLS, LANDSCAPING, PROPERTY CORNERS, AND/OR ANY OTHER ITEMS DAMAGED, MOVED, DESTROYED, OR OTHERWISE IMPACTED DURING THE COURSE OF CONSTRUCTION, WHETHER OR NOT THEY ARE SHOWN ON THESE DESIGN PLANS, AT NO ADDITIONAL COST TO THE OWNER.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY INSPECTIONS AND OBTAINING A MUNICIPAL CONTRACTOR'S LICENSE (IF
APPLICABLE).
10. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOWER SALFORD TOWNSHIP AND LOWER SALFORD TOWNSHIP AUTHORITY
RULES AND REGULATIONS.
11. AIR RELEASE VALVES ARE SHOWN IN THE PROFILE AT ALL HIGH POINTS. THE CONTRACTOR SHALL NOT CREATE ANY ADDITIONAL HIGH POINTS IN THE FORCEMAIN. IF ADDITIONAL HIGH POINTS ARE CREATED, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AN AIR
RELEASE VALVE AND CHAMBER AT NO ADDITIONAL COST TO THE OWNER.
12. THE CONTRACTOR SHALL PROVIDE COPPERHEAD SNAKEPIT ACCESS POINTS EVERY 500 FEET. PROVIDE "LITE DUTY" IN GRASS, "ROADWAY DUTY" IN PAVEMENT, AND TERMINATED TRACER WIRE ON A WALL-MOUNTED TERMINAL INSIDE ALL VALVE VAULTS AND AIR
RELEASE CHAMBERS.
SITE SPECIFIC NOTES:
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
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
QUARRY ROAD (T-450) FORCE MAIN
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DATE:01/02/202601/02/2026
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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:
AutoCAD SHX Text MUNICIPAL FILE No.:
AutoCAD SHX Text TAX MAP PARCEL No.:
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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
AutoCAD SHX Text PROJECT No.:
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GENERAL NOTES
AutoCAD SHX Text LOWER SALFORD TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA, MONTGOMERY COUNTY, PENNSYLVANIAMONTGOMERY COUNTY, PENNSYLVANIA, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 1510068T
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2 OF 12 OF 12OF 1212
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BAK
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BCK
AutoCAD SHX Text 01/02/26
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
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OWNERS INFO:
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LOWER SALFORD TOWNSHIP AUTHORITY
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57 MAIN STREET, P.O. BOX 243
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HARLEYSVILLE, PA 19438
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(215) 256-8676
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PROFESSIONAL
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AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
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AutoCAD SHX Text Y
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ENGINEER
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text T
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REGISTERED
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AutoCAD SHX Text N
AutoCAD SHX Text L
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AutoCAD SHX Text A
AutoCAD SHX Text F
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PE087776
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BENJAMIN A. KUTZ
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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PA LAW REQUIRES THREE WORKING DAYS
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NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
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DRILL, BLAST OR DEMOLISH
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PENNSYLVANIA ONE CALL SYSTEM, INC.
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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
AutoCAD SHX Text West Mifflin, Pennsylvania
AutoCAD SHX Text 925 Irwin Run Road
AutoCAD SHX Text 15122 - 1078
AutoCAD SHX Text LOCATIONS OF EXISTING UNDERGROUND UTILITIES/FACILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM RECORDS, FIELD MARKOUTS BY UTILITY OWNERS, AND/OR ABOVE-GROUND OBSERVATION OF THE SITE. NO EXCAVATIONS WERE PERFORMED IN THE PREPARATION OF THESE DRAWINGS; THEREFORE ALL UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE IN LOCATION, DEPTH, AND SIZE. THE POTENTIAL EXISTS FOR OTHER UNDERGROUND UTILITIES/FACILITIES TO BE PRESENT WHICH ARE NOT SHOWN ON THE DRAWINGS. ONLY THE VISIBLE LOCATIONS OF UNDERGROUND UTILITIES/FACILITIES AT THE TIME OF FIELD SURVEY SHALL BE CONSIDERED TRUE AND ACCURATE. COMPLETENESS OR ACCURACY OF UNDERGROUND UTILITIES/FACILITIES ARE NOT GUARANTEED BY GILMORE & ASSOCIATES INC. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES/FACILITIES PRIOR TO START OF WORK AND SHALL COMPLY WITH THE REQUIREMENTS OF P.L. 852, NO. 287 DECEMBER 10, 1974 AS LAST AMENDED ON APRIL 28, 2018 PENNSYLVANIA ACT 50.
AutoCAD SHX Text
SERIAL NO.
AutoCAD SHX Text GILMORE & ASSOCIATES INC. HAS OBTAINED A PA-ONE CALL SERIAL NUMBER AS NOTED HEREON FOR DESIGN PURPOSES ONLY.
AutoCAD SHX Text 20241291695
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TRENCHING
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SANITARY MANHOLE
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SANITARY LINE
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SANITARY LATERAL
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CONCRETE WASHOUT
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EXISTING MINOR CONTOURS
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LEGAL RIGHT-OF-WAY
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EXISTING MAJOR CONTOURS
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ULTIMATE RIGHT-OF-WAY
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GAS LINE
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ELECTRIC LINE
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AutoCAD SHX Text E
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GUY
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UTILITY POLE
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LIGHT STANDARD
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MAILBOX
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CONIFER TREE
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DECIDUOUS TREE
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SANITARY MANHOLE
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CONCRETE MONUMENT FND
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IRON PIN FOUND
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STORM INLET
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SANITARY LINE
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SANITARY LATERAL
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WATER LINE
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WATER VALVE
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FIRE HYDRANT
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SANITARY CLEAN OUT
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STORM LINE
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TELEPHONE LINE
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STORM MANHOLE
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WATER MANHOLE
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WATER METER
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EXISTING FENCE
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LIMIT OF DISTRUBANCE = 0.31 AC.
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PROPOSED FORCEMAIN
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BCK
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SUBMISSION TO DEP
AutoCAD SHX Text 06/25/2025
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BCK
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SUBMISSION FOR BID
01/02/2026
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EXISTING FEATURES LEGEND
AutoCAD SHX Text
TAX MAP PARCEL #50003547003 LANDS N/L LOWER SALFORD TOWNSHIP DB 3965 PG 252
AutoCAD SHX Text
TAX MAP PARCEL #500002704009 LANDS N/L 189 MORRIS LAWYERS LLC DB 6199 PG 1288
AutoCAD SHX Text
TAX MAP PARCEL #500003501004 LANDS N/L JENNIFER ELWELL DB 6276 PG 2935
AutoCAD SHX Text TAX MAP PARCEL #500003499807 LANDS N/L MARSHA V POUST & MARTIN P WERKHEISER DB 5325 PG 1711
AutoCAD SHX Text
TAX MAP PARCEL #500003499708 LANDS N/L ROBERT J LUND DB 4831 PG 1090
AutoCAD SHX Text
TAX MAP PARCEL #500003499609 LANDS N/L ERIC F & LISA M REED DB 5254 PG 702
AutoCAD SHX Text TAX MAP PARCEL #500003499501 LANDS N/L WILLIAM J & LINDA M KWORTNICK DB 5332 PG 351
AutoCAD SHX Text TAX MAP PARCEL #500003499015 LANDS N/L STEVEN C & KIMBERLY P LAURIELLO DB 5453 PG 2252
AutoCAD SHX Text
TAX MAP PARCEL #500004372006 LANDS N/L ANDREW E & CAROLYN J FORD
AutoCAD SHX Text
TAX MAP PARCEL #500003544006 LANDS N/L JAMES J & CHERYL L CODDINGTON
AutoCAD SHX Text
MORRIS ROAD
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QUARRY ROAD (T-415)
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ELECTRIC TRANSFORMER ON CONC PAD
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EDGE OF PAVE
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CHAIN LINK FENCE
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EDGE OF PAVE
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EDGE OF PAVE
AutoCAD SHX Text
CONC CURB
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PAVED DRIVEWAY
AutoCAD SHX Text
PAVED DRIVEWAY
AutoCAD SHX Text
STOVER ROAD (T-414)
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PAVED DRIVEWAY
AutoCAD SHX Text
PAVED DRIVEWAY
AutoCAD SHX Text
WOOD SPLIT RAIL FENCE
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PAVED DRIVEWAY
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SWALE
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EDGE OF STONE
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RIPRAP
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PAVED DRIVEWAY
AutoCAD SHX Text
EDGE OF PAVE
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EDGE OF PAVE
AutoCAD SHX Text
PAVED DRIVEWAY
AutoCAD SHX Text
WOOD GUARD RAIL
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CONC WALL
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24" RCP
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24" RCP
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36" CMP
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CONC PAD
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CONC PAD
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CONC PAD
AutoCAD SHX Text
EDGE OF PAVE
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15" CMP
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15" HDPE
AutoCAD SHX Text (33' LEGAL R/W, 60' ULTIMATE R/W, PER REF. No. 2)
AutoCAD SHX Text
ULTIMATE R/W LINE
AutoCAD SHX Text
ULTIMATE R/W LINE
AutoCAD SHX Text
LEGAL R/W LINE
AutoCAD SHX Text
LEGAL R/W LINE
AutoCAD SHX Text 33'
AutoCAD SHX Text 60'
AutoCAD SHX Text APPROX. LOCATION OF 100' PP&L EASEMENT (PER DB. 3965, PG. 252 & REF. No. 3)
AutoCAD SHX Text 100'
AutoCAD SHX Text
QUARRY ROAD PUMP STATION
AutoCAD SHX Text
QUARRY ROAD PUMP STATION
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text TAX MAP PARCEL #500003496009 LANDS N/L DANIEL SCHAIBLE & KAITLIN MYERS DB 6334 PG 521
AutoCAD SHX Text
TAX MAP PARCEL #500004582565 LANDS N/L JOHN M & KATHLEEN M SKYRM DB 5103 PG 2352
AutoCAD SHX Text TAX MAP PARCEL #500004582547 LANDS N/L GUILLAUME & CAILEE PERRINAUD DB 6344 PG 1236
AutoCAD SHX Text TAX MAP PARCEL #500004582529 LANDS N/L ROBERT MICHAEL RYAN & NANCY JOY RYAN DB 6161 PG 2545
AutoCAD SHX Text
TAX MAP PARCEL #500003493003 LANDS N/L TERRY F & LINDA S COOPER DB 4931 PG 617
AutoCAD SHX Text TAX MAP PARCEL #500000545994 LANDS N/L DARRYL K LORENZ & TIFFANY SMITH DB 6189 PG 1779
AutoCAD SHX Text
TAX MAP PARCEL #500003541009 LANDS N/L ARTHUR F & JANET E SHIVE
AutoCAD SHX Text TAX MAP PARCEL #500003538003 LANDS N/L ALAN TEST JR & MARY BROOKE DB 6135 PG 1201
AutoCAD SHX Text
TAX MAP PARCEL #500003535006 LANDS N/L HANSJUERG MEIER DB 6141 PG 1616
AutoCAD SHX Text
TAX MAP PARCEL #500003534007 LANDS N/L KEITH A SAYUK DB 5211 PG 224
AutoCAD SHX Text
TAX MAP PARCEL #500003532504 LANDS N/L MAX THERENCY DB 6185 PG 410
AutoCAD SHX Text TAX MAP PARCEL #500000545978 LANDS N/L ANDREW R & GERALDINE M KRAYNAK DB 5173 PG 118
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FAIRWAY DR (T-528)
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PAVED DRIVEWAY
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EDGE OF PAVE
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EDGE OF PAVE
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PAVED DRIVEWAY
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PAVED DRIVEWAY
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CONC CURB
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PAVED DRIVEWAY
AutoCAD SHX Text
PAVED DRIVEWAY
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PAVED DRIVEWAY
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CHAIN LINK FENCE
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PAVED DRIVEWAY
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PAVED DRIVEWAY
AutoCAD SHX Text
CONC CURB
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CONC CURB
AutoCAD SHX Text
CONC CURB
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CONC CURB
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CONC CURB
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PAVED DRIVEWAY
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PAVED DRIVEWAY
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15" RCP
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15" RCP
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36" CMP
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36" CMP
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30" RCP
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18" RCP
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18" RCP
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18" RCP
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24" RCP
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15" CMP
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24" RCP
AutoCAD SHX Text
QUARRY ROAD (T-415)
AutoCAD SHX Text (33' LEGAL R/W, 60' ULTIMATE R/W, PER REF. No. 2)
AutoCAD SHX Text 28'
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28' WIDE SANITARY SEWER EASEMENT (PER DB. 6333, PG. 2124)
AutoCAD SHX Text 20' WIDE SANITARY SEWER & ACCESS EASEMENT (PER REF. No. 2)
AutoCAD SHX Text 20'
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CONC SIDEWALK
AutoCAD SHX Text 40'
AutoCAD SHX Text 30'
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LEGAL R/W LINE
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LEGAL R/W LINE
AutoCAD SHX Text 33'
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ULTIMATE R/W LINE
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ULTIMATE R/W LINE
AutoCAD SHX Text 33'
AutoCAD SHX Text 60'
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LEGAL R/W LINE
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ULTIMATE R/W LINE
AutoCAD SHX Text
LEGAL R/W LINE
AutoCAD SHX Text
ULTIMATE R/W LINE
AutoCAD SHX Text
SAN MH E6400 RIM: 267.42 INV IN: 256.72 INV OUT: 256.52
AutoCAD SHX Text SAN MH E6303 RIM: 281.56 INV IN: 274.63 INV IN: 275.47 INV IN: 375.47 INV OUT: 374.53
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INLET TG: 273.96 INV. OUT: 272.23
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MAINLAND RIDGE PUMP STATION
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(261.71 DROP)
AutoCAD SHX Text
(WETWELL)
AutoCAD SHX Text (E6300)
AutoCAD SHX Text (E6400)
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
24" CPP
AutoCAD SHX Text
TAX MAP PARCEL #500003532009 LANDS N/L ELWOOD & SANDRA PASKILL DB 6075 PG 244
AutoCAD SHX Text
TAX MAP PARCEL #500000545979 LANDS N/L SHUAI YUAN & JIANYUN ZHU DB 6013 PG 1862
AutoCAD SHX Text
TAX MAP PARCEL #500003490006 LANDS N/L JAMES J & PEGGY J CORSETTI
AutoCAD SHX Text
TAX MAP PARCEL #500003529003 LANDS N/L MATTHEW A ADLER DB 6101 PG 356
AutoCAD SHX Text
TAX MAP PARCEL #500003484003 LANDS N/L WILLIAM ERIC BENNER DB 5506 PG 71
AutoCAD SHX Text
TAX MAP PARCEL #500004351009 LANDS N/L ROBERT C & MARTHA ALLEBACH DB 4317 PG 101
AutoCAD SHX Text
TAX MAP PARCEL #500004351009 LANDS N/L ROBERT C & MARTHA ALLEBACH DB 4317 PG 101
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TAX MAP PARCEL #500001271109 LANDS N/L GAA ENTERPRISE LLC DB 6310 PG 2316
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MAIN STREET (S.R. 0063)
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EDGE OF PAVE
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EDGE OF PAVE
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PAVED DRIVEWAY
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PAVED DRIVEWAY
AutoCAD SHX Text
PAVED DRIVE
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EDGE OF PAVE
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ROCK WALL
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STONE DRIVEWAY
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PAVED DRIVEWAY
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WHITE DASHED LINE
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STOPBAR
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STOPBAR
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CROSSWALK
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CROSSWALK
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CROSSWALK
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CONC CURB
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CONC CURB
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CONC CURB
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CONC CURB
AutoCAD SHX Text
EDGE OF PAVE
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EDGE OF PAVE
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QUARRY ROAD (T-415)
AutoCAD SHX Text (33' LEGAL R/W, 60' ULTIMATE R/W, PER REF. No. 2)
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LEGAL R/W LINE
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ULTIMATE R/W LINE
AutoCAD SHX Text 33'
AutoCAD SHX Text 60'
AutoCAD SHX Text
LEGAL R/W LINE
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ULTIMATE R/W LINE
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SWALE
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SITE
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SHEET 4
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SHEET 5
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SHEET 6
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AutoCAD SHX Text
SCALE
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IN
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FEET
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LOCATION MAP
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AutoCAD SHX Text
AutoCAD SHX Text
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SCALE: 1"=2000'
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PA LAW REQUIRES THREE WORKING DAYS
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NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
AutoCAD SHX Text
DRILL, BLAST OR DEMOLISH
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PENNSYLVANIA ONE CALL SYSTEM, INC.
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NON-MEMBERS MUST BE CONTACTED DIRECTLY
AutoCAD SHX Text
PENNSYLVANIA! CALL 1-800-242-1776
AutoCAD SHX Text
BEFORE YOU DIG ANYWHERE IN
AutoCAD SHX Text West Mifflin, Pennsylvania
AutoCAD SHX Text 925 Irwin Run Road
AutoCAD SHX Text 15122 - 1078
AutoCAD SHX Text LOCATIONS OF EXISTING UNDERGROUND UTILITIES/FACILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM RECORDS, FIELD MARKOUTS BY UTILITY OWNERS, AND/OR ABOVE-GROUND OBSERVATION OF THE SITE. NO EXCAVATIONS WERE PERFORMED IN THE PREPARATION OF THESE DRAWINGS; THEREFORE ALL UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE IN LOCATION, DEPTH, AND SIZE. THE POTENTIAL EXISTS FOR OTHER UNDERGROUND UTILITIES/FACILITIES TO BE PRESENT WHICH ARE NOT SHOWN ON THE DRAWINGS. ONLY THE VISIBLE LOCATIONS OF UNDERGROUND UTILITIES/FACILITIES AT THE TIME OF FIELD SURVEY SHALL BE CONSIDERED TRUE AND ACCURATE. COMPLETENESS OR ACCURACY OF UNDERGROUND UTILITIES/FACILITIES ARE NOT GUARANTEED BY GILMORE & ASSOCIATES INC. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES/FACILITIES PRIOR TO START OF WORK AND SHALL COMPLY WITH THE REQUIREMENTS OF P.L. 852, NO. 287 DECEMBER 10, 1974 AS LAST AMENDED ON APRIL 28, 2018 PENNSYLVANIA ACT 50.
AutoCAD SHX Text
SERIAL NO.
AutoCAD SHX Text GILMORE & ASSOCIATES INC. HAS OBTAINED A PA-ONE CALL SERIAL NUMBER AS NOTED HEREON FOR DESIGN PURPOSES ONLY.
AutoCAD SHX Text 20241291695
AutoCAD SHX Text
PA STATE PLANE SOUTH (NAD83)
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
AutoCAD SHX Text
QUARRY ROAD (T-450) FORCE MAIN
AutoCAD SHX Text
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DATE:01/02/202601/02/2026
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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:
AutoCAD SHX Text MUNICIPAL FILE No.:
AutoCAD SHX Text TAX MAP PARCEL No.:
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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
AutoCAD SHX Text PROJECT No.:
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EXISTING CONDITIONS PLAN
AutoCAD SHX Text LOWER SALFORD TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA, MONTGOMERY COUNTY, PENNSYLVANIAMONTGOMERY COUNTY, PENNSYLVANIA, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 1510068T
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3 OF 12 OF 12OF 1212
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BAK
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BCK
AutoCAD SHX Text 01/02/26
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
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OWNERS INFO:
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LOWER SALFORD TOWNSHIP AUTHORITY
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57 MAIN STREET, P.O. BOX 243
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HARLEYSVILLE, PA 19438
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(215) 256-8676
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PROFESSIONAL
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AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
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AutoCAD SHX Text A
AutoCAD SHX Text N
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AutoCAD SHX Text Y
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ENGINEER
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REGISTERED
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PE087776
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BENJAMIN A. KUTZ
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE IN FEET
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AutoCAD SHX Text 1"=50'
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EXISTING MINOR CONTOURS
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EXISTING MAJOR CONTOURS
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ULTIMATE RIGHT-OF-WAY
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GAS LINE
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ELECTRIC LINE
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UTILITY POLE
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SANITARY MANHOLE
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CONCRETE MONUMENT FND
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IRON PIN FOUND
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STORM INLET
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SANITARY LINE
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WATER LINE
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STORM LINE
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EXISTING FENCE
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BCK
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SUBMISSION TO DEP
AutoCAD SHX Text 06/25/2025
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MATCH LINE
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MATCH LINE
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MATCH LINE
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MATCH LINE
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BCK
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SUBMISSION FOR BID
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PROPOSED SANITARY PRESSURE PIPE
STA 0+00 - 14+00 1"=50'
M
ATCH LINE SHEET 5
M
ATCH LINE SHEET 4
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15" HDPE
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TAX MAP PARCEL #50003547003 LANDS N/L LOWER SALFORD TOWNSHIP DB 3965 PG 252
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TAX MAP PARCEL #500002704009 LANDS N/L 189 MORRIS LAWYERS LLC DB 6199 PG 1288
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TAX MAP PARCEL #500003501004 LANDS N/L JENNIFER ELWELL DB 6276 PG 2935
AutoCAD SHX Text TAX MAP PARCEL #500003499807 LANDS N/L MARSHA V POUST & MARTIN P WERKHEISER DB 5325 PG 1711
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TAX MAP PARCEL #500003499708 LANDS N/L ROBERT J LUND DB 4831 PG 1090
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TAX MAP PARCEL #500003499609 LANDS N/L ERIC F & LISA M REED DB 5254 PG 702
AutoCAD SHX Text TAX MAP PARCEL #500003499501 LANDS N/L WILLIAM J & LINDA M KWORTNICK DB 5332 PG 351
AutoCAD SHX Text TAX MAP PARCEL #500003499015 LANDS N/L STEVEN C & KIMBERLY P LAURIELLO DB 5453 PG 2252
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TAX MAP PARCEL #500004372006 LANDS N/L ANDREW E & CAROLYN J FORD
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TAX MAP PARCEL #500003544006 LANDS N/L JAMES J & CHERYL L CODDINGTON
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QUARRY ROAD (T-415)
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ELECTRIC TRANSFORMER ON CONC PAD
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EDGE OF PAVE
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CHAIN LINK FENCE
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EDGE OF PAVE
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EDGE OF PAVE
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CONC CURB
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PAVED DRIVEWAY
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PAVED DRIVEWAY
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STOVER ROAD (T-414)
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PAVED DRIVEWAY
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PAVED DRIVEWAY
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WOOD SPLIT RAIL FENCE
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PAVED DRIVEWAY
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SWALE
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EDGE OF STONE
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RIPRAP
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PAVED DRIVEWAY
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EDGE OF PAVE
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EDGE OF PAVE
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PAVED DRIVEWAY
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EDGE OF PAVE
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PAVED DRIVEWAY
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CONC WALL
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CONC PAD
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CONC PAD
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CONC PAD
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EDGE OF PAVE
AutoCAD SHX Text (33' LEGAL R/W, 60' ULTIMATE R/W, PER REF. No. 2)
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ULTIMATE R/W LINE
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ULTIMATE R/W LINE
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LEGAL R/W LINE
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LEGAL R/W LINE
AutoCAD SHX Text 33'
AutoCAD SHX Text 60'
AutoCAD SHX Text 100'
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INSTALL 8" FORCEMAIN VIA TRENCHING
AutoCAD SHX Text E6402
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SILT FENCE
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STAGING/LAYDOWN AREA
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(2) 45 DEGREE BEND (ROLLED)
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(2) 45 45 DEGREE BEND
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INSTALL FORCEMAIN 10 FEET FROM EDGE OF PAVEMENT
AutoCAD SHX Text THE CONTRACTOR SHALL INSTALL COPPERHEAD SNAKEPIT ACCESS POINTS EVERY 500 FEET. PROVIDE "LITE DUTY" IN GRASS, "ROADWAY DUTY" IN PAVEMENT, AND TERMINATED TRACER WIRE ON A WALL-MOUNTED TERMINAL INSIDE ALL VALVE VAULTS AND AIR RELEASE CHAMBERS.
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INLET PROTECTION (TYP.)
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SAN MH E4200 RIM:214.68 INV IN:206.14 IN IN: 199.63 INV. OUT: 199.48
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SEE SHEET 8 FOR WORK WITHIN PUMP STATION PROPERTY
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QUARRY ROAD PUMP STATION
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EXISTING 15" CMP STORM
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EXISTING 15" HDPE STORM
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EXISTING 30" HDPE STORM
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EXISTING 15" CMP STORM
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EXISTING GRADE
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PROPOSED 8" DR-18 PVC
AutoCAD SHX Text 2.2'
AutoCAD SHX Text 2.7'
AutoCAD SHX Text 1.1'
AutoCAD SHX Text 6.0'
AutoCAD SHX Text 5.4'
AutoCAD SHX Text 6.6'
AutoCAD SHX Text 6.0'
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(2) 45 DEGREE BENDS (ROLLED)45 DEGREE BENDS (ROLLED)
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PROPOSED VALVE VAULT
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(2) 45 DEGREE BENDS45 DEGREE BENDS
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TRACER WIRE ACCESS POINT
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TRACER WIRE ACCESS POINT
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FORCEMAIN STATION -0+34
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PA STATE PLANE SOUTH (NAD83)
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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SCALE IN FEET
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AutoCAD SHX Text 1"=50'
AutoCAD SHX Text 1"=50'
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QUARRY ROAD (T-450) FORCE MAIN
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PROFESSIONAL
AutoCAD SHX Text N
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AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text Y
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ENGINEER
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text T
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REGISTERED
AutoCAD SHX Text W
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text H
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PE87776
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BENJAMIN A. KUTZ
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DATE:01/02/202601/02/2026
AutoCAD SHX Text
SHEET NO.:
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
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DATE:
AutoCAD SHX Text MUNICIPAL FILE No.:
AutoCAD SHX Text TAX MAP PARCEL No.:
AutoCAD SHX Text
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
AutoCAD SHX Text PROJECT No.:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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PLAN & PROFILE (1)
AutoCAD SHX Text LOWER SALFORD TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA, MONTGOMERY COUNTY, PENNSYLVANIAMONTGOMERY COUNTY, PENNSYLVANIA, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 1510068T
AutoCAD SHX Text
4 OF 12 OF 12OF 1212
AutoCAD SHX Text
BAK
AutoCAD SHX Text
BCK
AutoCAD SHX Text 01/02/26
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text
OWNERS INFO:
AutoCAD SHX Text
LOWER SALFORD TOWNSHIP AUTHORITY
AutoCAD SHX Text
57 MAIN STREET, P.O. BOX 243
AutoCAD SHX Text
HARLEYSVILLE, PA 19438
AutoCAD SHX Text
(215) 256-8676
AutoCAD SHX Text
AutoCAD SHX Text
BCK
AutoCAD SHX Text
SUBMISSION TO DEP
AutoCAD SHX Text 06/25/2025
AutoCAD SHX Text
AutoCAD SHX Text
BCK
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SUBMISSION FOR BID
ST
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PROPOSED SANITARY PRESSURE PIPE
STA 14+00 - 27+50
M
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M
ATCH LINE SHEET 5
M
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L
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AutoCAD SHX Text TAX MAP PARCEL #500003499015 LANDS N/L STEVEN C & KIMBERLY P LAURIELLO DB 5453 PG 2252
AutoCAD SHX Text TAX MAP PARCEL #500003496009 LANDS N/L DANIEL SCHAIBLE & KAITLIN…
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