2-26-09-01 Final Bid Plans.pdf

PDF 9 MB Posted Jul 27, 2026

Attached to: Watermain Replacement Project for Linda Lane and Gail Avenue
Solicitation number: Not on record
Issued by: Lehigh County, Pennsylvania

About this file

Written by GovTribe AI · Aug 3, 2026

This is a Final Bid Plans document prepared by Keystone Consulting Engineers, Inc. for the Township of Salisbury Water Main Replacement Project located on Linda Lane and Gail Avenue in Salisbury Township, Lehigh County, Pennsylvania. The project encompasses the installation of approximately 1,675 linear feet of 6-inch ductile iron pipe (D.I.P.) water main with associated appurtenances, service lateral replacements, and surface restoration. The work includes abandonment of existing 6-inch cast iron pipe (C.I.P.) water mains in place, installation of new water valve boxes, fire hydrant replacement with new settings, and comprehensive erosion and sedimentation control measures. The bid documents were finalized as of May 27, 2026, with sealed bids to be received electronically via PennBid until 2:00 p.m. on Tuesday, September 1, 2026. The project is funded in part through a grant from the Commonwealth of Pennsylvania, Commonwealth Financing Authority, Small Water and Sewer Program. The successful contractor must furnish Performance and Payment Bonds and maintain comprehensive general liability insurance with minimum coverage limits of $3,000,000 general aggregate, along with compliance to Pennsylvania Prevailing Wage Act requirements.

The specifications include detailed requirements for all contractors to maintain water service to existing customers during main installation until the new main passes hydrostatic pressure testing, disinfection, and bacteriological quality testing. Key construction requirements include 72-hour advance notification to the Township Public Works Department for planned water system shut-downs, 24-hour notice to property owners for individual service line replacements, installation of 3/4-inch type K copper service laterals extending from corporation stops to curb stops without fittings, use of restraint glands (Megalug) on all mechanical joint fittings, and installation of concrete thrust blocks at all fittings, bends, and end caps. All trenches must be completely backfilled at the end of each workday with PENNDOT 2A stone, and a minimum 10-foot horizontal separation and 18-inch vertical separation must be maintained between the water main and sanitary sewer lines. The contractor is solely responsible for locating and protecting all existing utilities, verifying field conditions prior to construction, and conducting necessary subsurface explorations. Bid security in the amount of ten percent of the total bid price is required in the form of a certified check, bank check, or bid bond, with the contract term running from award through March 31, 2027, with an optional second-year extension available.

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File	Type	Posted
1-26-09-01 Specifications.pdf	PDF	Jul 27, 2026
2-26-05-05 SAL26-017 Final Construction Bid Set CIPP Lining Project 2026.pdf	PDF	Apr 6, 2026
1-26-05-05 Specification.pdf	PDF	Apr 6, 2026
2-Sec 50c - Equipment Rental with Operator Bid.pdf	PDF	Feb 17, 2026
1-26-03-17 Specifications.pdf	PDF	Feb 17, 2026

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1 - 800 - 242 - 1776 !

GID

UOYEROFEBLLAC

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DIAL 8-1-1 OR 1-800-242-1776 NOT LESS THAN 3 BUSINESS

DAYS NOR MORE THAN 10 BUSINESS DAYS PRIOR TO THE

START OF EXCAVATION.

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20260751778 -000 GAIL AVENUE

20260751754 -000 LINDA LANE

PENNSYLVANIA ONE CALL SYSTEM FINAL DESIGN SERIAL NUMBER

00000000000 -000

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1000 1500 2000

SITE

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GNE I N E E R S

KEYSTONE CONSULTING ENGINEERS, INC.

Engineering firm of choice since 1972

5012 Medical Center Circle, Suite 1, Allentown, PA 18106 - 610-395-0971

East Office: Bethlehem, West Office: Allentown, North Office: Kresgeville www.KCEinc.com

2900 SOUTH PIKE AVENUE, ALLENTOWN, PA 18103

TOWNSHIP OF SALISBURY

WATER MAIN REPLACEMENT PROJECT

LINDA LANE AND GAIL AVENUE

JULY 2026

AutoCAD SHX Text KEYSTONE CONSULTING ENGINEERS, INC., HAS PREPARED THESE TOPOGRAPHIC DRAWINGS FOR THE PURPOSE OF THE DESIGN OF THE SUBDIVISION OR LAND DEVELOPMENT IMPROVEMENTS SHOWN. PURSUANT TO THE REQUIREMENTS OF PA ACT 50, 10/30/2017, PA ACT 287 OF 1974, AS AMENDED, KEYSTONE CONSULTING ENGINEERS, INC., HAS: 1. REQUESTED THE LINE AND FACILITY INFORMATION FROM A ONE CALL SYSTEM REQUESTED THE LINE AND FACILITY INFORMATION FROM A ONE CALL SYSTEM NOT LESS THAN TEN NOR MORE THAN NINETY WORKING DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED. DESIGN IS TO BE COMPLETED. 2. SHOWN UPON THE DRAWINGS THE POSITION AND TYPE OF EACH FACILITY SHOWN UPON THE DRAWINGS THE POSITION AND TYPE OF EACH FACILITY OWNER'S LINE, DERIVED PURSUANT TO THE REQUEST MADE, INCLUDING THE FACILITY OWNER'S NAME, OFFICE ADDRESS AND TELEPHONE NUMBER AS SHOWN ON THE LIST MAINTAINED BY THE ONE-CALL SYSTEM; 3. MADE A REASONABLE EFFORT IN PREPARATION OF THE CONSTRUCTION MADE A REASONABLE EFFORT IN PREPARATION OF THE CONSTRUCTION DRAWINGS TO AVOID DAMAGE TO AND MINIMIZE INTERFERENCE WITH THE FACILITY OWNER'S FACILITIES IN THE CONSTRUCTION AREA BY MAINTAINING AN EIGHTEEN-INCH CLEARANCE OF THE FACILITY OWNER'S FACILITIES; 4. SHOWN UPON THE DRAWINGS THE SERIAL NUMBER AND DATE OF THE ONE SHOWN UPON THE DRAWINGS THE SERIAL NUMBER AND DATE OF THE ONE CALL NOTICE. KEYSTONE CONSULTING ENGINEERS, INC., MAKES NO REPRESENTATION, ASSURANCE OR GUARANTEE THAT THE INFORMATION OBTAINED AS NOTED ABOVE AND ILLUSTRATED HEREON ACCURATELY DEPICTS FIELD CONDITIONS. ALL CONTRACTORS PERFORMING ACTUAL EXCAVATION OR DEMOLITION WORK ON THIS SITE ARE HEREBY ALERTED TO THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ONE-CALL SYSTEM AS REQUIRED BY ACT 287, AS AMENDED. 5. PURSUANT TO THE REQUIREMENTS OF ACT 50, 10/30/2017, AS LAST PURSUANT TO THE REQUIREMENTS OF ACT 50, 10/30/2017, AS LAST AMENDED. THE LOCATION INFORMATION PROVIDED FOR ALL EXISTING UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THE CONTRACT PLANS HAS BEEN DEVELOPED IN ACCORDANCE WITH A COMBINATION OF QUALITY LEVELS 'C' AND 'D' AS DEFINED IN ASCE, CI/ASCE 38-22 AS AMENDED, FROM EXISTING FACILITY RECORDS, PLANS AND ABOVE GROUND EXAMINATIONS OF THE SITE. KEYSTONE CONSULTING ENGINEERS, INC. DOES NOT GUARANTEE COMPLETENESS, ACCURACY, LOCATIONS, SIZE OR BOTH OF SUCH UNDERGROUND FACILITIES OR STRUCTURES SHOWN ON THE ATTACHED PLANS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PERFORMING THE NECESSARY 'SUBSURFACE EXPLORATIONS' TO VERIFY THE ACCURACY OF THE EXISTING UNDERGROUND FACILITIES OR STRUCTURES AS SHOWN ON THESE PLANS OR FOR LOCATING UNCHARTED OR UNMARKED UTILITIES.

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SHEET INDEX

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SHEET 1 OF 10SHEET 1 OF 10

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TITLE SHEETTITLE SHEET

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SHEET 2 OF 10SHEET 2 OF 10

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LOCATION/INDEX MAPLOCATION/INDEX MAP

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SHEET 3 OF 10SHEET 3 OF 10

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PLAN & PROFILE (1): LINDA LANEPLAN & PROFILE (1): LINDA LANE

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SHEET 4 OF 10

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PLAN & PROFILE (2): LINDA LANE

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PLAN & PROFILE: GAIL AVENUEPLAN & PROFILE: GAIL AVENUE

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CONSTRUCTION DETAILSCONSTRUCTION DETAILS

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CONSTRUCTION DETAILSCONSTRUCTION DETAILS

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EROSION & SEDIMENTATION CONTROL PLANEROSION & SEDIMENTATION CONTROL PLAN

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EROSION & SEDIMENTATION CONTROL DETAILSEROSION & SEDIMENTATION CONTROL DETAILS

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SHEET 10 OF 10

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BID OPTION 'B': MILL AND OVERLAY ROADWAY

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LOCATION MAP

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PUBLIC UTILITIES LIST:

AutoCAD SHX Text CITY OF BETHLEHEM 10 E. CHURCH STREET BETHLEHEM, PA 18018 ROBERT TAYLOR RTAYLOR@BETHLEHEM-PA.GOV 610-428-0211

AutoCAD SHX Text FRONTIER COMMUNICATIONS OF PA INC. 300 E. LAIRD STREET WILKES BARRE, PA 18702 MICHAEL NAVICH MICHAEL.NAVICH@FTR.COM 570-208-3375

AutoCAD SHX Text ASTOUND BROADBAND POWERED BY RCN 657 FERN STREET YEADON, PA 19050 MICHAEL WASHINGTON MICHAEL.WASHINGTON@ASTOUND.COM 215-982-0537

AutoCAD SHX Text PPL ELECTRIC UTILITIES CORPORATION 437 BLUE CHURCH ROAD PAXINOS, PA 17860 DOUG HAUPT DLHAUPT@PPLWEB.COM 570-490-5684

AutoCAD SHX Text SALISBURY TOWNSHIP 3000 S. PIKE AVENUE ALLENTOWN, PA 18103 JAMES LEVENRNIER JLEVERNIER@SALISBURYLEHIGHPA.GOV 610-797-4000

AutoCAD SHX Text SERVICE ELECTRIC CABLE TV INC. 2260 AVENUE A LVIP 1 BETHLEHEM, PA 18017 RICH PERICH RPERICH@SECTV.COM 610-625-8502

AutoCAD SHX Text UGI UTILITIES INC. 2121 CITY LINE RD. BETHLEHEM, PA 18017 TIMOTHY STEWARD TSTEWARD@UGI.COM 484-226-8132

AutoCAD SHX Text ZAYO 140 WINTER LANE CORTLAND, OH 44410 JOHN BRUCE JOHN.BRUCE@ZAYO.COM 769-216-8095

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SAL-26-019

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TOWNSHIP OF SALISBURY

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GAIL AVENUE

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HARRIET AVENUE

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LINDA LANE

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EHRETS LANE

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B STREET

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TROUT

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DRIVE

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HERBERT STREET

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PEARL STREET

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HEIDELBERG AVENUE

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ALLEN AVENUE

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S. FAIRVIEW ROAD

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RUTH ST.

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SCHOOL STREET

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BUTZ LANE

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BOBALEW TRAIL

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VOORTMAN AVENUE

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TAFT AVENUE

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VAN VETCHEN AVENUE

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FRETZ LANE

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GAIL AVENUE SHEET 5 OF 10

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LINDA LANE SHEET 3 OF 10 SHEET 4 OF 10

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1. ALL REQUIRED MAIN LINE WATER DISTRIBUTION SYSTEM SHUT-OFFS OR SERVICE INTERRUPTIONS SHALL BE COORDINATED THROUGH ALL REQUIRED MAIN LINE WATER DISTRIBUTION SYSTEM SHUT-OFFS OR SERVICE INTERRUPTIONS SHALL BE COORDINATED THROUGH THE FACILITY OWNER. THE CONTRACTOR SHALL PROVIDE MINIMUM OF SEVENTY-TWO (72) HOUR ADVANCE NOTICE TO THE FACILITY'S PUBLIC WORKS DEPARTMENT PRIOR TO A PLANNED WATER SYSTEM SHUT DOWN. INDIVIDUAL PROPERTY OWNER SERVICE LINE SHUT-OFF MUST BE GIVEN TWENTY-FOUR (24) HOUR NOTICE BY THE CONTRACTOR PRIOR TO THE REPLACEMENT OF THEIR SERVICE LINE. 2. THE CONTRACTOR SHALL NOT OPERATE EXISTING VALVES, FIRE HYDRANTS, OR OTHER APPURTENANCES WITHIN THE TOWNSHIP'S THE CONTRACTOR SHALL NOT OPERATE EXISTING VALVES, FIRE HYDRANTS, OR OTHER APPURTENANCES WITHIN THE TOWNSHIP'S WATER DISTRIBUTION SYSTEM. UPON REQUEST TOWNSHIP PERSONNEL WILL BE AVAILABLE TO OPERATE THE EXISTING VALVES AND APPURTENANCES. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS. REPORT ANY DESIGN DISCREPANCIES TO THE ENGINEER. 4. PRIOR TO CONSTRUCTION OPERATIONS, ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSTALLED AND PRIOR TO CONSTRUCTION OPERATIONS, ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSTALLED AND OPERATIONAL IN ACCORDANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. 5. CONTRACTOR SHALL MAINTAIN ROAD ACCESS TO SCHOOL/PUBLIC BUS STOPS, DRIVEWAYS, MAILBOXES, EMERGENCY VEHICLES, ETC. CONTRACTOR SHALL MAINTAIN ROAD ACCESS TO SCHOOL/PUBLIC BUS STOPS, DRIVEWAYS, MAILBOXES, EMERGENCY VEHICLES, ETC. DURING THE DURATION OF THE CONSTRUCTION OPERATIONS. 6. THE CONTRACTOR SHALL NOT CUT, TRIM OR DISTURB ANY EXISTING TREES, SHRUBS, LANDSCAPE PLANTERS, ETC. WITHOUT THE THE CONTRACTOR SHALL NOT CUT, TRIM OR DISTURB ANY EXISTING TREES, SHRUBS, LANDSCAPE PLANTERS, ETC. WITHOUT THE WRITTEN PERMISSION OF THE AFFECTED PROPERTY OWNER AND THE TOWNSHIP. ANY TREES, SHRUBS OR PLANTERS TO BE DISTURBED SHALL BE PRE-MARKED PRIOR TO START OF CONSTRUCTION AND REPLACED IN KIND BY THE CONTRACTOR. 7. EXCAVATION IN PAVED AREAS SHALL BE SAW-CUT FULL PAVEMENT DEPTH PRIOR TO INITIAL EXCAVATION AND 12" OVER CUT AT EXCAVATION IN PAVED AREAS SHALL BE SAW-CUT FULL PAVEMENT DEPTH PRIOR TO INITIAL EXCAVATION AND 12" OVER CUT AT FINAL TRENCH RESTORATION. 8. ALL TRENCHES SHALL BE COMPLETELY BACKFILLED AT THE END OF EACH WORKDAY. NO EXCAVATION SHALL REMAIN OPEN DURING ALL TRENCHES SHALL BE COMPLETELY BACKFILLED AT THE END OF EACH WORKDAY. NO EXCAVATION SHALL REMAIN OPEN DURING NON-WORKING HOURS. ALL PAVED AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE BACKFILLED AND COMPACTED WITH 2A STONE AND TEMPORARILY PAVED BY THE END OF THE WORK DAY. 9. A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND SANITARY SEWER MAINLINE A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND SANITARY SEWER MAINLINE PIPE. A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED AT ALL SANITARY SEWER CROSSINGS. 10. THE CONTRACTOR IS RESPONSIBLE TO LOCATE, PROVIDE AND MAINTAIN TEMPORARY AND/OR PERMANENT SUPPORT FOR ALL THE CONTRACTOR IS RESPONSIBLE TO LOCATE, PROVIDE AND MAINTAIN TEMPORARY AND/OR PERMANENT SUPPORT FOR ALL EXISTING UTILITY LINES ENCOUNTERED DURING THE EXCAVATION AND INSTALLATION OF THE WATER MAIN AND APPURTENANCES. SPECIFIC UTILITY SUPPORT METHODS OR PROCEDURES SHALL BE AS RECOMMENDED BY THE AFFECTED UTILITY COMPANY AT NO ADDITIONAL COST TO THE TOWNSHIP. 11. ALL PROPOSED WATER SERVICE LATERALS ARE TO BE 3/4" K-TYPE COPPER, EXTENDING FROM THE PROPOSED MAIN ALL PROPOSED WATER SERVICE LATERALS ARE TO BE 3/4" K-TYPE COPPER, EXTENDING FROM THE PROPOSED MAIN (CORPORATION STOP) TO THE PROPOSED CURB STOP AND BOX. THE NEW SERVICE LINE SHALL BE INSTALLED WITHOUT FITTINGS BETWEEN THE CORPORATION STOP AND THE CURB STOP. 12. EXISTING CURB STOPS & BOXES AND SERVICE LATERALS ARE TO BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL EXISTING CURB STOPS & BOXES AND SERVICE LATERALS ARE TO BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL EXISTING CORPORATION STOPS ARE TO BE TURNED TO THE OFF POSITION. THE NEW CURB STOP AND BOX SHALL BE INSTALLED IN THE SAME LOCATION AS THE EXISTING CURB STOP AND RECONNECTED TO THE EXISTING CUSTOMER SERVICE LINE. 13. EXISTING WATER VALVE BOXES ARE TO BE REMOVED AND THE EXISTING VALVE IS TO BE TURNED TO THE OFF POSITION. THE EXISTING WATER VALVE BOXES ARE TO BE REMOVED AND THE EXISTING VALVE IS TO BE TURNED TO THE OFF POSITION. THE EXISTING WATER MAIN IS TO BE ABANDONED IN PLACE. AT LOCATIONS WHERE THE EXISTING MAIN IS TO BE CUT OUT OR REMOVED, ALL OPEN ENDS OF THE MAIN THAT REMAINS SHALL BE PROVIDED WITH A CONCRETE PLUG/CAP. 14. ALL MAIN LINE FITTINGS, TEE, BENDS, SLEEVES, ETC. SHALL BE JOINED USING RESTRAINT GLANDS FOR THRUST RESTRAINT. FIELD ALL MAIN LINE FITTINGS, TEE, BENDS, SLEEVES, ETC. SHALL BE JOINED USING RESTRAINT GLANDS FOR THRUST RESTRAINT. FIELD LOCK GASKETS SHALL BE INSTALLED IN ALL PUSH-ON JOINTS WITHIN 40', EITHER SIDE, OF ALL VERTICAL AND HORIZONTAL BENDS FOR 12" AND SMALLER PIPE. IN ADDITION, CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL END CAPS, PLUGS, FITTINGS, BENDS, ETC. 15. THE CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY CONSTRUCTION SITE AND SHALL PERIODICALLY REMOVE ALL THE CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY CONSTRUCTION SITE AND SHALL PERIODICALLY REMOVE ALL CONSTRUCTION WASTE AND DEBRIS AS CONSTRUCTION PROGRESSES. 16. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. SHALL BE CONSIDERED AS PART OF THE CONTRACT ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. SHALL BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS FOR THE WORK SHOWN ON THESE PLANS AND REFERENCED IN THE SPECIFICATIONS AND SHALL TAKE PREFERENCE OVER ANY CODES, ORDINANCES, REGULATIONS, ETC. SHOWN, DESCRIBED OR IMPLIED, WHEN THE SAME ARE AT VARIANCE. 17. ALL WORK OPERATIONS SHALL BE CONFINED TO THE EXISTING TOWNSHIP'S ROAD RIGHT-OF-WAY, TOWNSHIP PROPERTY AND ALL WORK OPERATIONS SHALL BE CONFINED TO THE EXISTING TOWNSHIP'S ROAD RIGHT-OF-WAY, TOWNSHIP PROPERTY AND TOWNSHIP SECURED UTILITY EASEMENTS. PRIVATE PROPERTY SHALL NOT BE USED, BY THE CONTRACTOR, FOR SITE INGRESS/EGRESS, MATERIAL OR EQUIPMENT STORAGE OR PERSONNEL PARKING. 18. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS REQUIRED FOR CONSTRUCTION, NOT SECURED BY THE THE CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS REQUIRED FOR CONSTRUCTION, NOT SECURED BY THE TOWNSHIP. 19. ALL STORAGE AREAS DISTURBED, BY THE CONTRACTOR, AS A RESULT OF THEIR CONSTRUCTION OPERATIONS SHALL BE GRADED, ALL STORAGE AREAS DISTURBED, BY THE CONTRACTOR, AS A RESULT OF THEIR CONSTRUCTION OPERATIONS SHALL BE GRADED, SEEDED AND MULCHED, PAVED OR RESTORED IN KIND AT THE CONTRACTOR'S EXPENSE. 20. THE CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL CUSTOMERS DURING THE INSTALLATION OF THE NEW WATER MAIN UNTIL THE CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL CUSTOMERS DURING THE INSTALLATION OF THE NEW WATER MAIN UNTIL THE NEW MAIN IS INSTALLED, SUCCESSFULLY PASSED THE HYDROSTATIC PRESSURE TEST AND HAS BEEN DISINFECTED, FLUSHED AND TESTED FOR WATER QUALITY (SAFE FOR DRINKING). 21. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH ACT 287 (AS AMENDED) SEVENTY-TWO (72) HOURS CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH ACT 287 (AS AMENDED) SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT OF ANY FIELD OPERATIONS. 22. ALL TRENCH GROUNDWATER REMOVED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE DISCHARGED IN ACCORDANCE WITH ALL TRENCH GROUNDWATER REMOVED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE DISCHARGED IN ACCORDANCE WITH LEHIGH COUNTY CONSERVATION DISTRICT REQUIREMENTS. 23. RIGHT-OF-WAY AND PROPERTY LINES ARE FROM RECORDS AVAILABLE AND NOT A RESULT OF A FIELD OR PROPERTY SURVEY. RIGHT-OF-WAY AND PROPERTY LINES ARE FROM RECORDS AVAILABLE AND NOT A RESULT OF A FIELD OR PROPERTY SURVEY. 24. ALL PAVEMENT MARKINGS DISTURBED AS A RESULT OF CONSTRUCTION OPERATIONS MUST BE REPLACED BY THE CONTRACTOR. ALL PAVEMENT MARKINGS DISTURBED AS A RESULT OF CONSTRUCTION OPERATIONS MUST BE REPLACED BY THE CONTRACTOR.

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%%UPROJECT GENERAL NOTES (REFERENCE FOR ALL PLAN SHEETS)

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AutoCAD SHX Text N/F CARL T II & VICKI L RAUB DEED REF: 1445 PAGE 1073 PIN: 641645644756 1346 E EMMAUS AVENUE

AutoCAD SHX Text N/F CARL T II & VICKI L RAUB DEED REF: 1507 PAGE 361 PIN: 641645634653 1614 LINDA LANE

AutoCAD SHX Text N/F MICHAEL S JR & PATRICIA VESZPREMI DEED REF: 7479319 PIN: 641645639004 1616 LINDA LANE

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N/F JILL M KILIAN DEED REF: 2018025104 PIN: 641645727349 1628 LINDA LANE

AutoCAD SHX Text N/F DEBORAH K & JOHN T EICHNER DEED REF: 2016028071 PIN: 641645935134 1641 LINDA LANE

AutoCAD SHX Text N/F RONALD F & DIANNE N KEHS DEED REF: 1145 PAGE 1081 PIN: 641645849322 1629 LINDA LANE

AutoCAD SHX Text N/F MERYL K & FAY BENNER DEED REF: 1436 PAGE 552 PIN: 641645854064 1617 LINDA LANE

AutoCAD SHX Text N/F RICHARD M STETLER DEED REF: 1479 PAGE 437 PIN: 641645755696 1402 E EMMAUS AVENUE

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MH453 RIM: 499.27' INV(NE): 493.94' INV(SW): 493.86' INV OUT: 493.79'

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INLET T.G.: 499.22' INV IN: 496.45' INV OUT: 496.26'

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INV: 502.57'

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INV:498.44'

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SIGN: STOP

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3" PVC

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MH452 RIM: 522.86' INV IN: 514.82' INV OUT: 514.82'

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AutoCAD SHX Text L I N D A L A N E

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EX. 6" GATE VALVE

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EX. 6" C.I.P.

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EX. 6" C.I.P.

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EX. 6" C.I.P.

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SHEET 3 OF 10

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SHEET 4 OF 10

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MATCHLINE

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MATCHLINE

AutoCAD SHX Text (S.R. 2002)2002)

AutoCAD SHX Text 6" D.I.P.

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ABANDONED 6" C.I.P. WATER MAIN

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INLET T.G.: 498.05' INV IN: 495.62' INV OUT: 495.53'

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INLET T.G.: 527.03' INV IN: 523.98' INV OUT: 523.91'

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LIMIT OF WORK

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LIMIT OF WORK CONNECT TO EXISTING 6" D.I.P.

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ABANDON IN PLACE

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ABANDON IN PLACE

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NOTE: REPLACE EXISTING WATER SERVICE IN SAME LOCATION (TYP)

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PROP. 6" D.I.P. WATER MAIN

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PROP. 6" D.I.P.

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6" 11-1/4° BENDWITH THRUST BLOCK

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EX. 6" GATE VALVE

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6" 22-1/2° BENDSWITH THRUST BLOCK

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EX. SANITARY LATERAL

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ABANDON IN PLACE

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E. EMMAUS AVE. (S.R. 2002)

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EX. 6" GATE VALVE

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INLET TG: 499.22 INV IN: 496.45 INV OUT: 496.26

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MH 453 RIM: 499.27 INV (NE): 493.94 INV (SW): 493.86 INV OUT: 493.79

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EX. 6" GATE VALVE

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EX. 8" X 6" TEE

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EX. 6" C.I.P. WATER MAIN

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EX. 6" D.I.P.

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EX. 6" D.I.P.

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STORM MH TG: 500.16 INV UNKNOWN (MH BOLTED)

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EX. 16 L.F. 15" C.P.P.

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EXIST. GRADE

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EXIST. GRADE

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164 L.F. 15" C.P.P. STORM SEWER @ 9.84%

AutoCAD SHX Text 3+80

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EX. 232 L.F. 8" V.C.P. SANITARY SEWER @ 8.98%

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EX. 237 L.F. 8" V.C.P. SANITARY SEWER @ 9.68%

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MH 452 RIM: 522.86 INV IN: 514.82 INV OUT: 514.82

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INLET TG: 527.03 INV IN: 523.98 INV OUT: 523.91

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EX. SANITARY LATERAL

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EX. SANITARY LATERAL

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EX. SANITARY LATERAL CROSSING

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EX. 280 L.F. 15" C.P.P. STORM SEWER

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EX. SANITARY LATERAL

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EX. SANITARY LATERAL

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EX. SANITARY LATERAL CROSSING

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EX. WATER LATERAL

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(1346 E. EMMAUS AVE.)

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EX. WATER LATERAL

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(1402 E. EMMAUS AVE.)

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EX. WATER LATERAL

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(1617 LINDA LN.)

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EX. WATER LATERAL

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(1629 LINDA LN.)

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EX. WATER LATERAL

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(1616 LINDA LN.)

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EX. WATER LATERAL

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(1641 LINDA LN.)

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LIMIT OF WORK

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CONNECT TO EXISTING 6" D.I.P.

AutoCAD SHX Text PROP. 6" 11-1/4%%d BEND

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PROP. 6" C.I.P. WATER MAIN

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PROP. 6" C.I.P. WATER MAIN

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4.5' COVER

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CROSSING EX. 6" C.I.P.

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ABANDON IN PLACE

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EX. 6" C.I.P. WATER MAIN

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LINDA LANE

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E. EMMAUS AVENUE (S.R. 2002)

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EX. 6" D.I.P.

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EX. 6" GATE VALVE

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2.5' OF EX. 6" D.I.P.

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REMOVE EXISTING 6" 45° WITH KICKER

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3.5' OF 6" D.I.P. ABANDON IN PLACE

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6" 45° WITH KICKER

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BRACED NEW 45° AGAINSTABANDONED 6" LINE

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6" C.I.P. WATER MAIN WITH 5'-6" COVER

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ABANDONED 6" C.I.P. WATER MAIN

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ABANDON IN PLACE

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PROP. 6" D.I.P.

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EX. 6" GATE VALVE

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LIMIT OF WORK

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CONNECT TO EXISTING WATER MAIN

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SCALE: 1" = 20'

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VERT. SCALE 1" = 5'

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HOZI. SCALE 1" = 20'

AutoCAD SHX Text SURVEY NOTES 1. THIS PLAN IS BASED UPON A FIELD SURVEY CONDUCTED AS OF THIS PLAN IS BASED UPON A FIELD SURVEY CONDUCTED AS OF MARCH 2026 BY KEYSTONE CONSULTING ENGINEERS INC. USING A TRIMBLE S5 TOTAL STATION AND A TRIMBLE R-8 GPS WITH KEYNET AND REPRESENTS EXISTING FEATURES AND TOPOGRAPHY ON LANDS NOW OR FORMERLY OF SAUCON CONSTRUCTION, LLC. 2. UTILITY LOCATIONS DEPICTED HEREON ARE APPROXIMATE AND ARE UTILITY LOCATIONS DEPICTED HEREON ARE APPROXIMATE AND ARE BASED ON FIELD LOCATION OF OBVIOUS ABOVE-GROUND EVIDENCE. UNDERGROUND LINES WHOSE PRESENCE IS NOT IMPLIED ON THE SURFACE BY MARKINGS OR STRUCTURES MAY NOT HAVE BEEN SHOWN. THIS PLAN DOES NOT GUARANTEE THAT ADDITIONAL THIS PLAN DOES NOT GUARANTEE THAT ADDITIONAL UTILITIES DO NOT EXIST. 3. THE EXISTENCE AND LOCATIONS OF UNDERGROUND UTILITIES ON THE THE EXISTENCE AND LOCATIONS OF UNDERGROUND UTILITIES ON THE SITE SHALL BE VERIFIED BY THE CONTRACTOR IN ACCORDANCE WITH PA ACT 187 AND 121, AS AMENDED, PRIOR TO COMMENCING ANY EXCAVATION WORK. 4. PROPERTY OWNER NAME, DEED AND TAX PARCEL IDENTIFIER PROPERTY OWNER NAME, DEED AND TAX PARCEL IDENTIFIER INFORMATION AS SHOWN IS BASED UPON LEHIGH COUNTY TAX MAP RECORDS AS OF MARCH 2026 AND IS SUBJECT TO THE ACCURACIES OR INACCURACIES THEREOF. 5. LINES AS SHOWN WITH BEARINGS AND DISTANCES OR CURVE LINES AS SHOWN WITH BEARINGS AND DISTANCES OR CURVE INFORMATION INDICATE LINES MEASURED BY THIS SURVEY. LINES WITHOUT ANY GEOMETRIC ANNOTATION MAY HAVE BEEN PLOTTED USING RECORD INFORMATION AND ARE INTENDED FOR GENERAL SITE ORIENTATION ONLY. 6. BEARINGS AND COORDINATES AS SHOWN HEREON ARE BASED ON PA BEARINGS AND COORDINATES AS SHOWN HEREON ARE BASED ON PA SOUTH ZONE STATE PLANE COORDINATE SYSTEM IN US FEET. DISTANCES AS SHOWN ARE GROUND MEASUREMENTS (NO GRID SCALE FACTOR HAS BEEN APPLIED). 7. ELEVATIONS AND CONTOURS AS SHOWN HEREON ARE BASED UPON ELEVATIONS AND CONTOURS AS SHOWN HEREON ARE BASED UPON GPS OBSERVATIONS USING A TRIMBLE R-8 WITH KEYNET AND ARE ACCURATE WITHIN 0.15' OF USGS NORTH AMERICAN VERTICAL DATUM OF 1988. 8. THIS SURVEY AND PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT THIS SURVEY AND PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS THEREFORE SUBJECT TO ANY EASEMENTS OR OTHER PERTINENT FACTS WHICH SUCH MIGHT DISCLOSE.

AutoCAD SHX Text NOTES 1. EXISTING WATER MAIN AND APPURTENANCES SHOWN ON THIS PLAN ARE EXISTING WATER MAIN AND APPURTENANCES SHOWN ON THIS PLAN ARE APPROXIMATE. ALL LOCATIONS AND DEPTHS OF THE WATER MAIN MUST BE FIELD VERIFIED BY THE CONTRACTOR. 2. EXISTING WATER MAINS TO BE ABANDONED IN PLACE. ALL OPEN ENDS EXISTING WATER MAINS TO BE ABANDONED IN PLACE. ALL OPEN ENDS . ALL OPEN ENDS OF CUT PIPE SHALL BE CAPPED WITH A CONCRETE PLUG (SEE DETAIL SHEET). 3. ALL EXISTING VALVES TO BE ABANDONED ARE TO BE TURNED TO THE ALL EXISTING VALVES TO BE ABANDONED ARE TO BE TURNED TO THE OFF POSITION AND THE BOX REMOVED (SEE DETAIL SHEET). 4. ALL SERVICE LATERALS SHALL BE 3/4-INCH TYPE-K COPPER TUBE ALL SERVICE LATERALS SHALL BE 3/4-INCH TYPE-K COPPER TUBE AND EXTEND THE FULL DISTANCE WITHOUT FITTINGS BETWEEN THE CORPORATION STOP TO THE CURB STOP. 5. FOR GENERAL PROJECT NOTES, REFER TO SHEET 2 OF 9. FOR GENERAL PROJECT NOTES, REFER TO SHEET 2 OF 9. 6. CONTRACTOR SHALL NOTIFY THE TOWNSHIP PUBLIC WORKS DEPARTMENT CONTRACTOR SHALL NOTIFY THE TOWNSHIP PUBLIC WORKS DEPARTMENT SEVENTY-TWO (72) HOURS IN ADVANCE TO SCHEDULE A WATER MAIN SHUT-DOWN PRIOR TO RECONNECTION TO THE MAIN. 7. EXISTING WATER MAIN AND SERVICE CONNECTIONS MUST REMAIN IN EXISTING WATER MAIN AND SERVICE CONNECTIONS MUST REMAIN IN SERVICE UNTIL THE NEW WATER MAIN IS SATISFACTORILY PRESSURE TESTED, FLUSHED AND BACTERIOLOGICAL QUALITY TESTED SAFE FOR PUBLIC DISTRIBUTION/CONSUMPTION.

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NTS

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SEE ENLARGEMENT DETAIL

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LEGEND

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SLANTED TEXT INDICATES EXISTING UPRIGHT TEXT INDICATES PROPOSED

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IRON PIN FOUND

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IRON PIPE FOUND

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CONCRETE MONUMENT FOUND

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UTILITY POLE

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GUY WIRE

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ELECTRIC BOX

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STORM MANHOLE

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STORM INLET

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SANITARY MANHOLE

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GAS VALVE

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GAS MANHOLE

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GAS BOX

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WATER VALVE

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FIRE HYDRANT

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WATER SERVICE/CURB STOP

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TELEPHONE MANHOLE

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SIGN

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MAILBOX

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PINE TREE

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DECIDUOUS TREE

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BUSH

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LEGAL RIGHT-OF-WAY

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ADJOINER PROPERTY LINE

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EDGE OF PAVEMENT

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CURB

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FENCE

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CABLE

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GAS LINE

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OVERHEAD WIRES

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SANITARY SEWER

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TELEPHONE LINE

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ELECTRIC LINE

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WATER LINE

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STORM SEWER

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EDGE OF PAVEMENT

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EDGE OF STONE

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PROPOSED LEGEND

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WATER VALVE

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THRUST BLOCK

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WATER LINE

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WATER SERVICE & CURB STOP

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AutoCAD SHX Text NOTE FOR HOUSE 1628 LINDA LANE: EXTEND 3/4" SERVICE TO EXISTING HOUSE BASEMENT WALL. LOCATION OF NEW SERVICE TO BE FIELD DETERMINED BY OWNER.

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N/F JILL M KILIAN DEED REF: 2018025104 PIN: 641645727349 1628 LINDA LANE

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N/F ROBERT J KMETZ ET AL DEED REF: 2017037452 PIN: 6416457812437 1640 LINDA LANE

AutoCAD SHX Text N/F ERIC S & ALICIA RINDOCK DEED REF: 2020010909 PIN: 6416457806579 1706 LINDA LANE

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N/F SCOTT SILVA ET AL DEED REF: 2020035924 PIN: 641644991644 1720 LINDA LANE

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N/F MEGAN MARY ERIPRET DEED REF: 2024016499 PIN: 641644987441 1734 LINDA LANE

AutoCAD SHX Text N/F JOSEOH M KOLLESAR DEED REF: 1524 PAGE 1030 PIN: 641654186503 1404 GAIL AVENUE

AutoCAD SHX Text N/F MATHEW BENARICK & VICTORIA MAHON DEED REF: 2017036668 PIN: 641655006586 1401 GAIL AVENUE

AutoCAD SHX Text N/F DEVON CROSS & BREVIN HOPKINS LLC DEED REF: 2024016710 PIN: 641655011596 1711 LINDA LANE

AutoCAD SHX Text N/F DEBORAH K & JOHN T EICHNER DEED REF: 2016028071 PIN: 641645935134 1641 LINDA LANE

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SIGN: STOP

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PPL 64635 S46516

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PPL 64639 S46508

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T.G.: 543.00 INV IN: 539.99 INV OUT: 539.08

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T.G.: 550.31 INV IN: 547.93 INV OUT: 547.75

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BITUMINOUS DRIVEWAY

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BITUMIONOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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MH451 RIM: 546.20 INV(NE): 537.79 INV(SE): 537.90 INV OUT: 537.77

AutoCAD SHX Text 8" V.C.P.

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8" VCP

AutoCAD SHX Text 15" C.P.P.

AutoCAD SHX Text 12" C.P.P.

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ATTCH 64646 S46494

AutoCAD SHX Text 1108 V25

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ATTCH 64651 S46486

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PPL 646533 S46481

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8" CPP

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EXISTING LANDSCAPE

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BITUMINOUS DRIVEWAY

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CONCRETE PAD

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BITUMINOUS DRIVEWAY

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CONCRETE SIDEWALK

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CONCRETE DRIVEWAY

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CONCRETE PAD

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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LANDSCAPE RETAINING WALL

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LANDSCAPE RETAINING WALL

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LANDSCAPE RETAINING WALL

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MB 1734

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MB 1720

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MB 1706

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MB 1640

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LANDSCAPE AREA

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LANDSCAPE AREA

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LANDSCAPE WALL

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LANDSCAPE WALL

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MB 1628

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MB 1641

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SIGN: LINDA LANE

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HARRIET AVENUE

AutoCAD SHX Text 8" V.C.P.

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LANDSCAPE RETAINING WALL

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LANDSCAPE RETAINING WALL

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LANDSCAPE RETAINING WALL

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LANDSCAPE RETAINING WALL

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SIGN: LINDA LANE

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PPL 64641 S46492

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EXISTING WOODS

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MB 1711

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EX. 6" C.I.P.

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SHEET 3 OF 10

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SHEET 4 OF 10

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MATCHLINE

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MATCHLINE

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T.G.: 546.25 INV IN: 543.78 INV OUT: 543.39

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GAIL AVENUE

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ABANDON IN PLACE

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PROP. 6" D.I.P.

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PROP. 6" D.I.P. WATER MAIN

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ABANDON IN PLACE

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6" 22-1/2° BENDSWITH THRUST BLOCK

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6" 45° BENDSWITH THRUST BLOCK

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EX. 6" C.I.P.

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6" TEE WITH THRUST BLOCK

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6" GATE VALVE

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6" GATE VALVE

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EX. 6" C.I.P.

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ABANDON IN PLACE

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SHEET 5 OF 10

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MATCHLINE

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MH451A RIM: 580.33 580.33 INV(NE): 571.91 INV(SW): 571.27 INV OUT: 571.20

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6" 90° BENDWITH THRUST BLOCK

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6" GATE VALVE

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SHEET 4 OF 10

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CONNECT TO EXISTING 6" C.I.P. MAIN

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NOTE: REPLACE EXISTING WATER SERVICE IN SAME LOCATION (TYP)

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EX. 6" C.I.P. WATER MAIN

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EXIST. GRADE

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EXIST. GRADE

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164 L.F. 15" C.P.P. STORM SEWER @ 9.84%

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164 L.F. 15" C.P.P. STORM SEWER @ 9.84%

AutoCAD SHX Text 3+80

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EX. 237 L.F. 8" V.C.P. SANITARY SEWER @ 9.68%

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EX. WATER LATERAL

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(1641 LINDA LN.)

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EX. WATER LATERAL

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(1628 LINDA LN.)

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EX. WATER LATERAL

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(1640 LINDA LN.)

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EX. WATER LATERAL

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(1706 LINDA LN.)

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EX. WATER LATERAL

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(1401 GAIL AVE.)

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EX. WATER LATERAL

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(1720 LINDA LN.)

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EX. WATER LATERAL

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(1734 LINDA LN.)

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EX. 242 L.F. 8" V.C.P. SANITARY SEWER @ 13.76%

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EX. 6" C.I.P. WATER MAIN

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HARRIET AVENUE

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INLET T.G.: 543.00 INV IN: 539.99 INV OUT: 539.08

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INLET T.G.: 546.25 INV IN: 543.78 INV OUT: 543.39

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INLET T.G.: 550.31 INV IN: 547.93 INV OUT: 547.75

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MH 451 RIM: 546.20 INV (NE): 537.79 INV (SE): 537.90 INV OUT: 537.77

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EX. SANITARY LATERAL CROSSING

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MH 451A RIM: 580.33 INV (NE): 571.91 INV (SW): 571.27 INV OUT: 571.20

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EX. SANITARY

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EX. SANITARY LATERAL CROSSING

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HARRIET AVENUE

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GAIL AVENUE

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36 L.F. 15" C.P.P. STORM SEWER @ 9.44%

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38 L.F. 12" C.P.P. STORM SEWER @ 10.92%

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PROP. 6" C.I.P. WATER MAIN

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LATERAL

AutoCAD SHX Text PROP. 6" 90%%d BEND

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PROP. 6" C.I.P. WATER MAIN

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PROP. 6" C.I.P. WATER MAIN

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PROP. 6" C.I.P. WATER MAIN

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ABANDON IN PLACE

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ABANDON IN PLACE

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5.5' COVER

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4' COVER

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MATCH LINE SHEET 5 OF 10

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PROP. 6" TEE

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PROP. 6" GATE VALVE

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5' COVER

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PROP. 6"

AutoCAD SHX Text 22-1/2%%d BEND

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PROP. 6"

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BEND

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SCALE: 1" = 20'

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VERT. SCALE 1" = 5'

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HOZI. SCALE 1" = 20'

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LEGEND

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SLANTED TEXT INDICATES EXISTING UPRIGHT TEXT INDICATES PROPOSED

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IRON PIN FOUND

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IRON PIPE FOUND

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CONCRETE MONUMENT FOUND

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UTILITY POLE

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GUY WIRE

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ELECTRIC BOX

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STORM MANHOLE

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STORM INLET

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SANITARY MANHOLE

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GAS VALVE

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GAS MANHOLE

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GAS BOX

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WATER VALVE

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FIRE HYDRANT

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WATER SERVICE/CURB STOP

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TELEPHONE MANHOLE

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SIGN

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MAILBOX

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PINE TREE

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DECIDUOUS TREE

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BUSH

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LEGAL RIGHT-OF-WAY

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ADJOINER PROPERTY LINE

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EDGE OF PAVEMENT

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CURB

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FENCE

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CABLE

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GAS LINE

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OVERHEAD WIRES

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SANITARY SEWER

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TELEPHONE LINE

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ELECTRIC LINE

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WATER LINE

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STORM SEWER

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EDGE OF PAVEMENT

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EDGE OF STONE

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PROPOSED LEGEND

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WATER VALVE

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THRUST BLOCK

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WATER LINE

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WATER SERVICE & CURB STOP

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NOTE: SANITARY LATERALS ARE NOT SHOWN ON THIS SHEET.

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MATCH LINE SHEET 3 OF 10

NOTE FOR HOUSE 1628 LINDA LANE: EXTEND 3/4" SERVICE TO EXISTING HOUSE BASEMENT WALL. LOCATION OF NEW SERVICE TO BE FIELD DETERMINED BY OWNER.

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PLAN VIEW

GAIL AVENUE

GAIL AVENUE PROFILE

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AutoCAD SHX Text G A I L A V E N U E

AutoCAD SHX Text N/F JOSEPH M KOLLESAR DEED REF: 1524 PAGE 1030 PIN: 641654186503 1404 GAIL AVENUE

AutoCAD SHX Text N/F MATHEW BENARICK & VICTORIA MAHON DEED REF: 2017036668 PIN: 641655006586 1401 GAIL AVENUE

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N/F SCOTT SILVA ET AL DEED REF: 2020035924 PIN: 641644991644 1720 LINDA LANE

AutoCAD SHX Text N/F KARINA LOPEZ COLLAZO & CONNOR HEALY DEED REF: 2025000576 PIN: 641654293826 1410 GAIL AVENUE

AutoCAD SHX Text N/F ADAM G LEGATH & RACHAEL L REINHART DEED REF: 2008002770 PIN: 641655209263 1420 GAIL AVENUE

AutoCAD SHX Text N/F DENNIS R & MICHELLE A WIRTH DEED REF: 7414019 PIN: 641655309800 1440 GAIL AVENUE

AutoCAD SHX Text N/F WILLIAM J III & ANN MARIE GAFFNEY DEED REF: 1173 PAGE 364 PIN: 641655418389 1450 GAIL AVENUE

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N/F MICHAEL J IRWIN DEED REF: 2017017545 PIN: 641654482474 1755 EHRETS LANE

AutoCAD SHX Text N/F KENNETH R & HANA LAUDENSLAGER DEED REF: 1289 PAGE 873 PIN: 641655523860 1745 EHRETS LANE

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N/F 1415 GAIL AVENUE LLC DEED REF: 2013036891 PIN: 641655116142 1415 GAIL AVENUE

AutoCAD SHX Text N/F CANDIDA A BUATSI-MOTTEY DEED REF: 2025016030 PIN: 641655212580 1425 GAIL AVENUE

AutoCAD SHX Text N/F YESSI CRUZ SANTOS & SYANN RODRIGUEZ DEED REF: 2024011112 PIN: 641655219934 1435 GAIL AVENUE

AutoCAD SHX Text N/F DENNIS C & DESPINA S WIRTH DEED REF: 1190 PAGE 163 PIN: 641655329544 1445 GAIL AVENUE

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AutoCAD SHX Text C/O

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BITUMINOUS DRIVEWAY

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MH451B RIM: 586.31 INV IN: 577.15 INV OUT: 577.15

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4" PVC

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8" VCP

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8" VCP

AutoCAD SHX Text 8" V.C.P.

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ATTCH 64651 S46486

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PPL 646533 S46481

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PPL A-52616 64661 S46486

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CONCRETE SIDEWALK

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CONCRETE DRIVEWAY

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CONCRETE PAD

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LANDSCAPE RETAINING WALL

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MB 1734

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LANDSCAPE RETAINING WALL

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SIGN: LINDA LANE

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SIGNS: GAIL AVENUE

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LANDSCAPE AREA

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EXISTING WOODS

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LANDSCAPE AREA

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LANDSCAPE AREA

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PPL 64674 S46494

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EXISTING BUILDING

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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PPL 64688 S46503

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PPL 64700 S46512

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BITUMINOUS DRIVEWAY

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PPL 64685 S46506

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EXISTING WOODS

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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WOODEN STAIRCASE

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LANDSCAPE RETAINING WALL

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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BITUMINOUS DRIVEWAY

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MB 1401

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MB 1404

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MB 1410

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MB 1415

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MB 1425

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MB 1420

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MB 1435

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MB 1440

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MB 1440-1

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MB 1450

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MB 1755

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MB 1745

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MB 1445 APT 1

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MB 1445

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MH445 T.G.: 578.76 INV IN: 567.90 INV OUT: 567.86

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POSS. SERVICE LINE

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EX. 6" C.I.P.

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EX. 6" C.I.P.

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LINDA LANE

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EHRETS LANE

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MH451C RIM: 588.72 INV IN: 581.79 INV OUT: 579.58

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SHEET 5 OF 10

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MATCHLINE

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MH451A RIM: 580.33 580.33 INV(NE): 571.91 INV(SW): 571.27 INV OUT: 571.20

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6" 90° BENDWITH THRUST BLOCK

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6" GATE VALVE

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6" 45° BENDWITH THRUST BLOCK

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6" GATE VALVE

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6" 45° BENDWITH THRUST BLOCK

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6" 90° BENDWITH THRUST BLOCK

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LIMIT OF WORK CONNECT TO EXISTING SYSTEM

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6" HYDRANT TEE WITH THRUST BLOCK

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6" GATE VALVE

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REMOVE AND SALVAGE EXISTING FIRE HYDRANT TO TOWNSHIP

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SHEET 4 OF 10

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PROP. 6" D.I.P. WATER MAIN

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ABANDON IN PLACE

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PROP. 6" D.I.P.

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ABANDON IN PLACE

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NOTE: REPLACE EXISTING WATER SERVICE IN SAME LOCATION (TYP)

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NOTE: REPLACE EXISTING WATER SERVICE IN SAME LOCATION (TYP)

AutoCAD SHX Text 9+80

AutoCAD SHX Text 10+00

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AutoCAD SHX Text 10+40

AutoCAD SHX Text 10+60

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AutoCAD SHX Text 11+00

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AutoCAD SHX Text 12+00

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AutoCAD SHX Text 13+00

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AutoCAD SHX Text 14+00

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AutoCAD SHX Text 15+00

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EXIST. GRADE

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EXIST. GRADE

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EXIST. GRADE

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LINDA LANE

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EX. 6" C.I.P. WATER MAIN

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EX. 303 L.F. 8" V.C.P. SANITARY SEWER @ 1.73%

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EX. 6" C.I.P. WATER MAIN

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EX. 6" C.I.P. WATER MAIN

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EX. FIRE HYDRANT

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EX. 6" VALVE

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EX. 196 L.F. 8" V.C.P. SANITARY SEWER @ 1.24%

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MH 451A RIM: 580.33 INV (NE): 571.91 INV (SW): 571.27 INV OUT: 571.20

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MH 451B RIM: 586.31 INV IN: 577.15 INV OUT: 577.15

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MH 451C RIM: 588.72 INV IN: 581.79 INV OUT: 579.58

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EX. WATER LATERAL

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(1404 GAIL AVE.)

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EX. WATER LATERAL

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(1415 GAIL AVE.)

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EX. WATER LATERAL

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(1410 GAIL AVE.)

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EX. WATER LATERAL

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(1420 GAIL AVE.)

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EX. WATER LATERAL

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(1425 GAIL AVE.)

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EX. WATER LATERAL

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(1435 GAIL AVE.)

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EX. WATER LATERAL

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(1440 GAIL AVE.)

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EX. WATER LATERAL

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(1450 GAIL AVE.)

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EHRETS AVENUE

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EHRETS AVENUE

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4' COVER

AutoCAD SHX Text PROP. 6" 90%%d BEND

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ABANDON IN PLACE

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ABANDON IN PLACE

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PROP. 6"

AutoCAD SHX Text 90%%d BEND

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PROP. 6" C.I.P. WATER MAIN

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PROP. 6" C.I.P. WATER MAIN

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ABANDON IN PLACE

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5' COVER

AutoCAD…

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File details come from the government source that posted it. Updated Aug 3, 2026.