1-2026-09-22 Issued for Bidding.pdf

PDF 9 MB Posted Sep 22, 2026

Attached to: Wynonah Drive and Sioux Drive Water Main Replacement
Solicitation number: Not on record
Issued by: Schuylkill County, Pennsylvania

About this file

Written by GovTribe AI · Sep 30, 2026

This is a set of construction plans and specifications issued for bidding by the Plum Creek Municipal Authority for a water main replacement project in Wayne Township, Schuylkill County, Pennsylvania. The project involves replacing approximately 1,475 linear feet of 6-inch water main on Wynonah Drive and approximately 1,130 linear feet of 4-inch water main on Sioux Drive in the Lake Wynonah community. All water main is to be Class 52 ductile iron pipe with corresponding fittings, gate valves, and appurtenances. The work includes excavation, pipe bedding, backfilling, compaction testing, hydrostatic testing, disinfection, water service lateral reconnection, paving restoration, and site restoration. Construction must be substantially completed within 120 days from the Notice to Proceed. Sealed bids were to be received online through the PennBid program by 11:00 AM on October 15, 2026. The plans include detailed drawings for plan and profile sheets on both Wynonah Drive and Sioux Drive, erosion and sediment control measures, and site construction details across multiple sheets prepared by Spotts, Stevens & McCoy engineering firm.

The bid security requirement is ten percent of the extended bid amount. All work must comply with Pennsylvania Department of Transportation (PennDOT) standards, Pennsylvania Act 287 One Call system requirements, prevailing wage rates as determined by the Department of Labor and Industry, and the Public Works Employment Verification Act (Act 127 of 2012). The project has utility coordination requirements with PPL Electric Utilities Corporation, Plum Creek Municipal Authority, and Wayne Township. Contractors must provide notification to the township 48 hours before work initiation and to customers 24 hours prior to service disruption, including a 24-hour emergency contact number. All trenching must be completed and backfilled with temporary hot patch at the end of each working day, with permanent paving restoration following a minimum 30-day curing period. Compaction testing of backfill material must be conducted by a third-party certified materials testing firm with results signed and sealed by a Pennsylvania-registered professional engineer. The contractor is responsible for all traffic control, utility protection, erosion and sediment control measures, and as-built documentation.

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1047 North Park Road Reading, PA 19610-0307 610.621.2000

701 Creekside Lane Lititz, PA 17543 717.568.2678

Engineers and Consultants

SPOTTS, STEVENS & MCCOY

ssmgroup.com

READING

LANCASTER

Roma Corporate Center, Suite 106 1605 N Cedar Crest Blvd Allentown, PA 18104 610.849.9700

LEHIGH VALLEY

101 East Evans Street West Chester, PA 19380 610.621.2000

WEST CHESTER

SCALE: 1" = 1000'

100483.0024 G.0-01

INDEX TO DRAWINGS

DWG NO. DESCRIPTION

G.0-00 COVER SHEET

G.0-02 WATER LINE, GENERAL & EXCAVATION AND SITE WORK NOTES

W.1-01 WYNONAH DRIVE - PLAN AND PROFILE - SHEET 1 OF 3

W.1-02 WYNONAH DRIVE - PLAN AND PROFILE - SHEET 2 OF 3

W.1-03 WYNONAH DRIVE - PLAN AND PROFILE - SHEET 3 OF 3

W.1-04 SIOUX DRIVE - PLAN AND PROFILE - SHEET 1 OF 3

W.1-05 SIOUX DRIVE - PLAN - SHEET 2 OF 3

W.1-06 SIOUX DRIVE - PROFILE - SHEET 3 OF 3

W.2-50 EROSION & SEDIMENT CONTROL (E&SC) - WYNONAH DRIVE - SHEET 1 OF 3

W.2-51 E&SC - WYNONAH DRIVE - SHEET 2 OF 3

W.2-52 E&SC - WYNONAH DRIVE - SHEET 3 OF 3

W.2-53 EROSION & SEDIMENT CONTROL (E&SC) - SIOUX DRIVE - SHEET 1 OF 2

W.2-54 E&SC - SIOUX DRIVE - SHEET 2 OF 2

W.2-55 E&SC PLAN DETAILS

W.2-56 E&SC PLAN NOTES - (RESERVED)

W.3-01 SITE CONSTRUCTION DETAILS - SHEET 1 OF 2

W.3-02 SITE CONSTRUCTION DETAILS - SHEET 2 OF 2

PA ONE CALL INFORMATION LOCATION MAP

PA ONE CALL SERIAL NUMBER: 20261202134 PRELIMINARY - WYNONAH DRIVE

PA ONE CALL SERIAL NUMBER: 20261201790 PRELIMINARY - HOGAN DRIVE

MUNICIPALITY: WAYNE TOWNSHIP, SCHUYLKILL COUNTY

IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PENNSYLVANIA

ACT 287 AND TO CONTACT THE "ONE CALL SYSTEM" THREE (3) WORKING DAYS

(UNLESS OTHERWISE NOTED) PRIOR TO START OF CONSTRUCTION.

LIST OF UTILITIES

PPL ELECTRIC UTILITIES CORPORATION

437 BLUE CHURCH ROAD

PAXINOS, PA 17860, PA 19602

CONTACT: DOUG HAUPT

EMAIL: DLHAUPT@PPLWEB.COM

PHONE: 570-490-5684

PLUM CREEK MUNICIPAL AUTHORITY

686 BERNE DRIVE

AUBURN, PA 17922

CONTACT: MATTHEW CRUMP

EMAIL: PLUMCREEK@VERIZON .COM

PHONE: 570-754-7505

WAYNE TOWNSHIP SCHUYLKILL CO.

10 MUNICIPAL ROAD

SCHUYLKILL HAVEN, PA 17972

CONTACT: LUKE REBER

EMAIL: WAYNETOWNSHIIP@COMCAST.NET

PHONE: 570-739-2629, EXT. 4

S.R. 0183

PLAN SUBMITTAL/REVISION DATE

60% CLIENT REVIEW 08/18/26

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SITE

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PLUM CREEK MUNICIPAL AUTHORITY

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WAYNE TOWNSHIP, SCHUYLKILL COUNTY, PA

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PREPARED FOR

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WATER MAIN REPLACEMENT

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WYNONAH DRIVE AND SIOUX DRIVE

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EXCAVATION AND SITE WORK:

1. EXCAVATION AND TRENCHING - REFERENCE STANDARDS:

PennDOT Publication 72, Standards for Roadway Construction PennDOT Publication 213, Temporary Traffic Control Guidelines PennDOT Publication 408, Latest Edition.

Pennsylvania Test Method, PTM 106 (Soil Moisture-Density) Pennsylvania Test Method, PTM 112 (Soil-Cement Moisture-Density) Pennsylvania Test Method, PTM 402 (Nuclear Density) Regulations Governing Occupancy of Highways by Utilities (67 PA Code, Chapter 459) Department of Environmental Protection, Bureau of Waste Management, “Clean Fill” Policy

2. CLASSIFICATION AND OBSTRUCTIONS - ALL EXCAVATION WORK PERFORMED UNDER THIS CONTRACT IS UNCLASSIFIED AND INCLUDES THE EXCAVATION AND REMOVAL OF ALL SOIL, SHALE, ROCK, FILL, AND OTHER MATERIALS ENCOUNTERED. REMOVE, REALIGN OR CHANGE DIRECTION OF ABOVE OR BELOW GROUND

UTILITIES AND THEIR SUPPORTS, IF REQUIRED BY ENGINEER OR OWNER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND WARNING DEVICES AND PERSONNEL REQUIRED TO DIRECT, CHANNELIZE, AND OTHERWISE CONTROL TRAFFIC AT THE WORK SITE.

4. PA ONE CALL - CONTRACTOR SHALL COMPLY WITH PA ONE CALL REQUIREMENTS AND ADVISE EACH UTILITY AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF INTENT TO EXCAVATE OR DO DEMOLITION WORK.

IMMEDIATELY REPORT TO THE UTILITY AND THE ENGINEER ANY BREAK, LEAK OR OTHER DAMAGE TO THE LINES OR PROTECTIVE COATINGS MADE OR DISCOVERED DURING THE WORK. ALERT OCCUPANTS OF

PREMISES OF ANY EMERGENCY CREATED OR DISCOVERED.

5. EXCAVATION - CONTRACTOR SHALL EXCAVATE TRENCHES TO THE DEPTH AND GRADE REQUIRED TO UNCOVER EXISTING WATER PIPE AND SERVICE CONNECTIONS, PLUS EXCAVATION NECESSARY FOR PLACEMENT OF PIPE

BEDDING MATERIAL. DO NOT EXCAVATE BELOW DEPTH REQUIRED OR SPECIFIED EXCEPT WHERE

UNSUITABLE MATERIAL IS ENCOUNTERED.

6. CONTRACTOR SHALL REMOVE UNSUITABLE MATERIAL. SEPARATE AND STOCKPILE IN DESIGNATED AREAS, EXCAVATED MATERIAL SUITABLE FOR USE AS BACKFILL. REMOVE FROM SITE, EXCESS MATERIALS AND EXCAVATED MATERIALS NOT SUITABLE FOR BACKFILL. EXCAVATE TRENCH TO A MINIMUM TRENCH WIDTH OF

12 INCHES OUTSIDE THE DIAMETER OF THE PIPE AT THE BARREL.

7. KEEP TRENCHES AND EXCAVATIONS FREE OF WATER DURING CONSTRUCTION.

8. ADVANCE TRENCHING - WHERE EXISTING UTILITIES OR OTHER SUSPECTED UNDERGROUND OBSTRUCTIONS

EXIST AND ARE WITHIN CLOSE PROXIMITY OF PROPOSED PIPELINES, UNCOVER AND VERIFY EXACT LOCATION OF UTILITIES AND OTHER UNDERGROUND OBSTRUCTIONS FAR ENOUGH IN ADVANCE OF PIPE LAYING.

9. PIPE BEDDING FOR WATER LINES - CONTRACTOR SHALL USE AASHTO NO. 57 CRUSHED STONE OR GRAVEL AGGREGATE, SECTION 703.2, PUBLICATION 408 SPECIFICATIONS. DO NOT USE SLAG OR CINDERS. BEDDING DEPTH SHALL BE IN ACCORDANCE WITH DETAILS ON THIS DRAWING (W.3-01). CONTRACTOR SHALL PLACE PIPE BEDDING MATERIAL IN TRENCH FOR FULL WIDTH AND ON EACH SIDE OF PIPE AND FITTINGS SIMULTANEOUSLY.

10. CONTRACTOR SHALL CAREFULLY PLACE ON UNDISTURBED SUBGRADE OR COMPACTED SUBGRADE, A MINIMUM OF 6 INCHES OF NEW PIPE BEDDING MATERIAL BELOW THE OUTSIDE OF THE PIPE BARREL TO THE PIPE SPRINGLINE. WORK PIPE BEDDING MATERIAL BY HAND UNDER PIPE HAUNCHING TO PROVIDE ADEQUATE SIDE SUPPORT. INSTALL BEDDING BENEATH EACH REPLACEMENT PIPE SECTION AND 12 INCHES ABOVE PIPE LINE CONSISTING OF AASHTO NO. 57 AGGREGATE. PLACE BEDDING IN THREE (3) INCH LAYERS. SEE DETAILS

ON THIS DRAWING (W.2-03).

11. BACKFILL MATERIAL - BACKFILL MUST BE CLEAN PER DEP'S “CLEAN FILL” REGULATIONS AND PROCEDURES FOR DETERMINING WHETHER MATERIAL IS CLEAN OR REGULATED. SUITABLE TRENCH BACKFILL MATERIAL IS EXCAVATED SOIL OR SOIL ROCK MIXED MATERIALS FREE OF TOPSOIL, VEGETATION, LUMBER, METAL AND REFUSE, OR OTHER HARD OBJECTS LARGER THAN SIX INCHES IN GREATEST DIMENSION ROCK TO SOIL RATIO

SHALL NOT EXCEED ONE PART ROCK TO THREE PARTS SOIL.

a.AGGREGATE BACKFILL: PENNDOT 2A COARSE AGGREGATE CONFORMING TO PENNDOT PUBLICATION 408, SECTION 703. FOR PLASTIC PIPES, CONTRACTOR SHALL USE AASHTO NO. 57 CRUSHED STONE OR GRAVEL

AGGREGATE, SECTION 703.2, PUBLICATION 408. DO NOT USE SLAG OR CINDERS.

b.FLOWABLE BACKFILL: TYPE A OR B, IN ACCORDANCE WITH PENNDOT SECTION 220.

12. DO NOT USE FROZEN MATERIALS AS BACKFILL NOR WET MATERIALS CONTAINING EXCESS MOISTURE.

BACKFILL WITH FIRST CLASS BEDDING TO REQUIRED SUBGRADE. COMPACT IN FOUR (4) INCH LIFTS.

13. BACKFILLING EXCAVATION - PERFORM BACKFILLING BY METHODS WHICH WILL RESULT IN THOROUGH

COMPACTION OF BACKFILL MATERIAL. BACKFILL FROM ONE (1) FOOT ABOVE THE TOP OF THE PIPE TO THE

FINAL RESTORATION ELEVATION USING BACKFILL MATERIALS

14. COMPACTION - SOLIDLY TAMP EACH LAYER OF BEDDING AROUND PIPELINE AND ABOVE PIPELINE USING PROPER TAMPING TOOLS MADE ESPECIALLY FOR THIS PURPOSE. COMPACT EACH LAYER TO THE DENSITIES SPECIFIED IN ASTM D6938. DO NOT USE ROLLING EQUIPMENT OR HEAVY TAMPERS TO CONSOLIDATE BACKFILL UNTIL AT LEAST TWO (2) FEET OF BACKFILL IS PLACED OVER TOP OF THE PIPE. THE USE OF A HYDRA HAMMER, PUDDLING OR JETTING FOR COMPACTING BACKFILL IN TRENCHES IS PROHIBITED. ENGINEER OR OWNER MAY

COMPLETE COMPACTION TESTING.

15. PAVING - THE CONTRACTOR SHALL PROVIDE PERMANENT PAVING REPLACEMENT PER DETAILS ON THIS DRAWING (W.3-01). PAVING MATERIALS AND PROCEDURES SHALL BE IN CONFORMANCE WITH THE LATEST VERSION OF PENNDOT PUBLICATION FORM 408 SPECIFICATIONS. IF REPAIR IS LOCATED IN PAVED AREA, CONTRACTOR SHALL SAW-CUT PAVEMENT ON BOTH SIDES OF TRENCH PRIOR TO REMOVAL. ALL OPEN TRENCHES SHALL BE BACKFILLED WITH COMPACTED MATERIAL AND PAVED AT THE COMPLETION OF EACH

WORK DAY.

16. DRIVEWAYS (WHERE APPLICABLE) - THE CONTRACTOR SHALL REPLACE ALL DRIVEWAY SECTIONS DIRECTLY OVER AREAS WHERE OPEN-CUT PIPE REPLACEMENT HAS TAKEN PLACE TO THE DIMENSIONS AND PHYSICAL QUALITY OF PRE-EXISTING CONDITIONS AND AS PROVIDED IN DETAILS ON THIS DRAWING (W.3-01).

17. ACCOMMODATE DRAINAGE, KEEP GUTTERS, SEWERS, DRAINS AND DITCHES OPEN FOR SURFACE DRAINAGE

DURING CONSTRUCTION. NO DAMMING OR PONDING OF WATER WILL BE ACCEPTABLE.

18. RIGHT-OF-WAY - TAKE NECESSARY PRECAUTIONS TO PROTECT TREES, SHRUBS, LAWNS AND OTHER

LANDSCAPING FROM DAMAGE.

19. PIPE SUPPORTS - ADEQUATELY SUPPORT UNDERGROUND PIPES OR CONDUITS EXPOSED AS A RESULT OF EXCAVATIONS. INSTALL NECESSARY SUPPORTS SO AS TO PROTECT PIPING DURING BACKFILLING.

20. TEMPORARY FENCE BARRICADE - CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY FENCES SURROUNDING EXCAVATION TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING SUCH AREAS. REMOVE

TEMPORARY PROTECTION AT COMPLETION OF PROJECT.

21. EXPLOSIVES AND BLASTING - BLASTING WILL NOT BE PERMITTED.

GENERAL NOTES:

1. BACKGROUND SURVEY WAS PERFORMED BY SPOTTS, STEVENS AND MCCOY IN JUNE OF 2026.

2. THESE PLANS HAVE BEEN PREPARED FOR THE CONSTRUCTION OF THE A 6" AND 4" WATER

MAIN AND TO ABANDON PORTIONS OF THE 3" OR 6" WATER MAINS AND APPURTENANCES.

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT ALL UTILITIES ABOVE OR BELOW GROUND, TO UTILITY OWNER'S

SATISFACTION AT NO ADDITIONAL COST.

5. ANY UTILITIES DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR

PRE-CONSTRUCTION CONDITION.

6. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STORM SEWERS PRIOR TO

CONSTRUCTION.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OR REPLACEMENT OF ANY

UTILITIES THAT MAY BE DAMAGED OR DESTROYED AS A RESULT OF ANY CONSTRUCTION

ACTIVITIES ASSOCIATED WITH THIS PROJECT.

8. REPLACED WATER SERVICE LATERALS AND CURB STOP LOCATIONS SHOWN ARE

APPROXIMATE. FINAL LOCATION SHALL BE DETERMINED DURING CONSTRUCTION.

9. STREETS SHALL BE CLEANED AT THE END OF EACH WORKING DAY BY WAY OF SWEEPING.

10. CONTRACTOR SHALL PROVIDE SHORING FOR ALL TRENCHES THROUGHOUT THE PROJECT.

11. PLACE ALL EXCAVATED MATERIALS ON THE UPSLOPE SIDE OF EXCAVATION TRENCH.

12. BLASTING IS NOT PERMITTED ON THIS PROJECT.

13. ALL TRENCHES IN PAVEMENT, SIDEWALK AND DRIVEWAYS SHALL BE SAWCUT.

14. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARY "HOTPATCH" APPLIED AT THE END OF

EACH DAY DURING CONSTRUCTION AND MAINTAINED UNTIL FINAL PAVEMENT RESTORATION IS

COMPLETED.

15. CONTRACTOR IS RESPONSIBLE TO COMPLETE HYDROSTATIC TESTING OF NEW WATER MAIN IN

ACCORDANCE WITH AWWA, DEP AND PCMA STANDARDS.

16. CONTRACTOR IS RESPONSIBLE TO COMPLETE DISINFECTION OF PROPOSED WATER MAIN IN

ACCORDANCE WITH AWWA, DEP AND PCMA STANDARDS.

17. PROPOSED WATER SERVICE LATERALS SHALL BE INSTALLED WITHOUT DAMAGING THE

EXISTING WATER LINE (TYP). IF THE EXISTING WATER LINE IS DAMAGED, THE CONTRACTOR

SHALL CAP BOTH ENDS OF THE WATER LINE AND PROPERLY DISPOSE THE REMOVED PORTIONS

OF THE WATERLINE AT NO COST TO THE OWNER.

18. CONTRACTOR SHALL NOTE ANY OCCURRENCES OF GALVANIZED OR LEAD PIPING ON SERVICE

LINES AND PROVIDE LIST TO THE PLUM CREEK MUNICIPAL AUTHORITY AT THE END OF EACH

WORK DAY,

19. CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITIES INCLUDING ELECTRIC AND GAS

UTILITIES PRIOR TO INSTALLING WATER LINES UNDER THESE UTILITIES.

Y D

EXISTING LEGEND

CURB STOP AND WATER SERVICE LATERAL

WATER MAIN AND GATE VALVE

PROPOSED LEGEND

WATER LINE CONSTRUCTION NOTES:

1. ALL WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUM CREEK AUTHORITY CURRENT RULES

AND REGULATIONS.

2. ALL PROPOSED WATER MAIN PIPE SHALL BE CLASS 52 UNLESS OTHERWISE NOTED.

3. THE WORK SHALL INCLUDE: FURNISHING AND INSTALLING DUCTILE IRON WATER PIPE AND FITTINGS, EXCAVATION, SHEETING/SHORING, BACKFILL, TESTING, TRAFFIC CONTROL AND FLAGMAN PROTECTING (IF NEEDED), SAW CUTTING, CONNECTION OF WATER SERVICE LINES TO DUCTILE IRON PIPE WATER MAIN, TEMPORARY PAVEMENT, PERMANENT PAVING REPLACEMENT, AND PROPER SITE RESTORATION.

4. ON SIOUX DRIVE, CONTRACTOR SHALL CONNECT PROPOSED 4" DUCTILE IRON PIPE WATER MAIN TO EXISTING WATER MAIN, INSTALL APPROX. 1130 LINEAR FEET OF 4" DUCTILE IRON PIPE, ONE 3"x4" TEE, THRUST BLOCKS, AND CUT AND CAP EXISTING WATER MAIN. RECONNECT ALL EXISTING WATER SERVICES (WHERE THERE ARE HOMES)

AND ABANDON EXISTING WATER MAIN IN PLACE.

5. ON WYNONAH DRIVE, CONTRACTOR SHALL CONNECT PROPOSED 6" DUCTILE IRON PIPE WATER MAIN TO EXISTING WATER MAIN, INSTAL APPROX. 1,471 LINEAR FEET OF 6" DUCTILE IRON PIPE, ONE 6"x6" TEE, TRUST BLOCKS, AND CUT AND CAP EXISTING WATER MAIN. RECONNECT ALL EXISTING WATER SERVICES (WHERE THERE ARE HOMES)

AND ABANDON EXISTING WATER MAIN IN PLACE.

6. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL PROTECT ALL UTILITIES ABOVE AND BELOW GROUND, TO UTILITY OWNERS'S SATISFACTION

AT NO ADDITIONAL COST.

8. ANY UTILITY OR DRAINAGE STRUCTURE DISTURBED BY CONTRACTOR SHALL BE RESTORED TO THEIR

PRE-CONSTRUCTION CONDITION.

9. ALL FITTINGS AND VALVES SHALL UTILIZE MEGALUG JOINT RESTRAINT.

10. A MINIMUM OF 2 JOINTS ON EACH SIDE OF A FITTING SHALL BE RESTRAINTS WITH FIELD-LOK GASKETS.

11. CONTRACTOR SHALL VERIFY LINE SIZE, ELEVATIONS OF EXISTING WATER LINES PRIOR TO MAKING CONNECTIONS.

12. ALL EXISTING VALVES AND MAINS NO LONGER IN SERVICE SHALL BE ABANDONED IN PLACE AND VALVE BOXES

SHALL BE REMOVED AT NO ADDITIONAL COST VALVE BOX VOIDS SHALL BE BACKFILLED WITH FLOWABLE FILL.

13. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL SIGNAGE IN ACCORDANCE WITH PENNDOT PUB. 213.

14. ALL PAVING WORK SHALL BE PERFORMED BY A PENNDOT PRE-QUALIFIED CONTRACTOR, INCLUDING

SUBCONTRACTORS.

15. IF NECESSARY, THE CONTRACTOR SHALL PERFORM TRENCHING NEAR UTILITY POLES IN COMPLIANCE WITH THE

REGULATIONS OF THE RESPECTIVE POLE OWNER.

16. THE CONTRACTOR WHEN WORKING ON TOWNSHIP ROADS, SHALL ONLY USE EQUIPMENT WITH RUBBER TIRES OR

SHALL USE SUITABLE PROTECTION FOR PROTECTING THE PAVED SURFACE.

17. REFER TO DRAWING NO. W.3-01 AND W.3-02ED FOR DETAILS.

18. AS-BUILT PLAN WILL BE REQUIRED UPON COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL BE

RESPONSIBLE TO PROVIDE DETAILED "AS-BUILT" INFORMATION OF THE WATER LINE AND WATER LINE

APPURTENANCES CONSTRUCTION.

19. SSM HAS NOT PROVIDED THE DESIGN OF SHORING, TRENCHING, EXCAVATION, SUPPORT, SHIELDING OR BENCHING ASSOCIATED WITH THE INSTALLATION OF UTILITIES, GRADING, WALLS, ETC., ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH OSHA TRENCHING REQUIREMENTS.

20. AT LEAST 3 DAYS PRIOR TO THE PROPOSED START OF WORK THE APPLICANT OR HIS REPRESENTATIVE SHALL CONTACT THE PA ONE CALL SYSTEM AT 1-800-242-1776. NO WORK SHALL BEGIN UNTIL SUCH DATE AND TIME AS

AUTHORIZED BY PA ONE CALL.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING PA ONE CALL REQUIREMENTS.

22. THE CONTRACTOR SHALL NOTIFY THE TOWNSHIP AT LEAST 48 HOURS BEFORE INITIATION OF WORK.

23. CONTRACTOR SHALL NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS

RESPONSIBLE FOR NOTIFYING ALL CUSTOMERS OF PLUM CREEK MUNICIPAL AUTHORITY THAT WILL HAVE THEIR SERVICE AFFECTED BY THE PROJECT WORK. CONTRACTOR SHALL PROVIDE NOTICE OF WORK AND DISRUPTION OF SERVICE A MINIMUM OF 24 HOURS PRIOR TO THE START OF ANY SITE ACTIVITY AND MUST PROVIDE A 24-HOUR EMERGENCY NUMBER TO THE PUBLIC IN THE EVENT OF CHANGES IN THE WATER SYSTEM PRESSURE.

24. NO OPENING MAY BE MADE FOR MORE THAN 200 LINEAR FEET AT ONE TIME, UNLESS AUTHORIZED BY THE

AUTHORITY.

25. EXCESS MATERIAL AND MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF AS THE WORK PROGRESSES. THE CONTRACTOR IS NOT AUTHORIZED TO CLOSE A PORTION OF THE PAVEMENT OR SHOULDER TO TRAFFIC FOR THE PRIMARY PURPOSE OF STORING MATERIAL. IF THE CONTRACTOR STORES MATERIAL ON THE PAVEMENT OR SHOULDER, THE CONTRACTOR THEREBY ACKNOWLEDGES ITS OBLIGATION AND COMMITMENT TO REPAIR OR RECONSTRUCT THE PAVEMENT AND SHOULDER, IF DAMAGED, TO ITS FORMER CONDITION, IN A MANNER AUTHORIZED BY THE TOWNSHIP OFFICE. DELIVERED MATERIAL MAY NOT

BE STORED OVERNIGHT ON THE PAVEMENT.

26. EACH LAYER OF THE AASHTO NO. 57 BACKFILL MATERIAL SHALL BE TESTED TO ENSURE REACHING A MINIMUM MODIFIED PROCTOR VALUE OF 97%, COMPACTED IN LOOSE LIFTS OF EIGHT INCHES. COMPACTION TESTING SHALL BE CONDUCTED BY A THIRD-PARTY CERTIFIED MATERIALS TESTING FIRM, WITH RESULTS SIGNED AND SEALED BY

A PROFESSIONAL ENGINEER REGISTERED IN PENNSYLVANIA.

27. ALL PAVING COURSE DEPTHS SHALL BE AS INDICATED OR SHALL MATCH EXISTING, WHICHEVER IS GREATER.

28. TEMPORARY PAVEMENT RESTORATION SHALL BE COMPLETED BEFORE TRAFFIC IS ALLOWED TO TRAVEL ON THE

DISTURBED AREA, AND SHALL BE KEPT IN PLACE A MINIMUM OF 30 DAYS PRIOR TO BEGINNING PERMANENT RESTORATION. THE TEMPORARY PAVEMENT MAY BE KEPT IN PLACE FOR UP TO SIX MONTHS, AND PROPERLY

MAINTAINED.

29. DISTURBED PORTIONS OF THE ROADWAY, INCLUDING BUT NOT LIMITED TO SLOPES AND APPURTENANCES AND STRUCTURES SUCH AS GUIDE RAILS, CURBS, SIGNS, MARKINGS, DRAIN PIPES, DRIVEWAYS AND VEGETATION SHALL BE RESTORED BY THE CONTRACTOR TO A CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED BEFORE THE START OF WORK AUTHORIZED BY THE PERMIT, IF THE RESTORATION IS CONSISTENT WITH THE ROADWAY CONSTRUCTION STANDARDS. ADDITIONAL RESTORATION MAY ALSO BE REQUIRED, UPON WRITTEN NOTIFICATION, TO RESTORE THE STRUCTURAL INTEGRITY OF THE PAVEMENT OR SHOULDER. THIS SHALL INCLUDE THE

REPLACEMENT OF ALL PRIVATE MAILBOXES.

30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES, AND SHALL COMPLY WITH ALL NOTES LISTED ON THE E & SC PLAN. A COPY OF THE APPROVED E & SC PLANS AND NARRATIVE MUST BE KEPT ON SITE AT ALL TIMES BY

THE CONTRACTOR.

SAWCUT LINE

PAVING RESTORATION

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TRAFFIC SIGNAL

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HANDICAP PARKING

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TELEPHONE MANHOLE

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WATER MANHOLE

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STORM MANHOLE

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SANITARY MANHOLE

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ELECTRIC MANHOLE

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LIGHT

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TREE

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SIGN

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FIRE HYDRANT

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INLET

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GAS VALVE

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WATER VALVE

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SANITARY CLEANOUT

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UTILITY POLE

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BENCHMARK

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MONUMENT

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PROPERTY CORNER

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MONITORING WELL

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MAILBOX

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GAS LINE

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WATER LINE

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ELECTRIC LINE

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TELEPHONE LINE

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CABLE LINE

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STORM SEWER

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OVERHEAD UTILITY LINES

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TREEROW

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GUIDERAIL

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MAJOR CONTOUR

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MINOR CONTOUR

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Wynonah Drive

211212213214215216

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CUT AND CAP

6" WATER LINE

CONNECT WITH

TAPPING SLEEVE

AND VALVE

45° BEND

ABANDON 6" WATER

LINE IN PLACE

6" DIP WATER LINE

45° BEND

NOTE:

CONTRACTOR TO FIELD VERIFY THE

LOCATION OF ALL EXISTING CURB STOPS

PRIOR TO REPLACING AS SHOWN ON THE

PLANS.

REPLACE CURB

STOP (TYP)

REPLACE CURB

STOP (TYP)

WATER SERVICE TO

BE CONNECTED TO 6"

WATER LINE (TYP)

RECONNECT HYDRANT

WITH 6" GATE VALVE

AND 6" DIP WATER LINE.

WATER SERVICES LINE TO DUCK UNDER 15" HDPE.

WATER SERVICE LINE TO MAINTAIN 4'-0" MIN.

COVER AND MIN. 18" CLEARANCE BETWEEN STORM

PIPE INVERT AND TOP OF WATER LINE (TYP).

SAWCUT (TYP)

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE REMOVED

AND CAP WATER SERVICE LINE

REPLACE CURB

STOP (TYP)

ALL EXISTING AND "LIVE"

WATER SERVICES ARE TO

BE REPLACED UP TO THE

CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

WATER SERVICE LATERAL TO

DUCK UNDER STORM PIPE

1+00 2+00 3+00 4+00 5+00

PROFILE: Wynonah Drive - Water Line

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+90.70

CONNECT TO EXIST. WATER

LINE WITH TAPPING SLEEVE

AND VALVE

4' -0

" M

LATERAL FOR

FIRE HYDRANT

WATER SERVICE

LATERAL

WATER SERVICE

LATERAL WATER SERVICE LATERAL TO

DUCK UNDER STORM PIPE

WATER SERVICE

LATERAL

WATER SERVICES LINE TO DUCK UNDER 15" HDPE.

WATER SERVICE LINE TO MAINTAIN 4'-0" MIN.

COVER AND MIN. 18" CLEARANCE BETWEEN STORM

PIPE INVERT AND TOP OF WATER LINE (TYP).

WATER SERVICE

LATERAL

4' -0

" M

4' -0

" M

6" DIP WATER LINE

C R

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DIGITAL FILENAMEDATE

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DRAWING NUMBER

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08/18/26 1004830024

W.1-01

100483.0024

W.1-01

N or th P ar k

R oa d R ea di ng , P

-0

C re ek si de L an e

Li tit z, P

E ng in ee rs a nd C on su lta nt s

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co m

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C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

L E

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C H

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A N

D P

R O

C H

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W G

. N O

. W .1

-0

NOTE: REFER TO DWG. NO. G.0-02 FOR PLAN LEGEND.

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 720.15

AutoCAD SHX Text Inv. 720.74

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 721.97

AutoCAD SHX Text Inv. 721.75

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text Inv. 721.70

AutoCAD SHX Text Inv. 722.46

AutoCAD SHX Text O/H WIres

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Conc. Drive

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 721.73

AutoCAD SHX Text Inv. 722.07

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text Planter

AutoCAD SHX Text P l a n t e r

AutoCAD SHX Text Inv. 723.34

AutoCAD SHX Text Inv. 723.80

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text Inv. 724.36

AutoCAD SHX Text 6" Waterline (Approx. Location)

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Inv. 722.09

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text Inv. 722.98

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text Inv. 722.44

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 722.24

AutoCAD SHX Text 6" Waterline (Approx. Location)

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text 19'

AutoCAD SHX Text 10.9'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Wynonah Drive

AutoCAD SHX Text Scale 1"=20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4'

Horizontal Scale 1"=20'

N avajo D rive

Drive

Wynonah

467 468 469

ABANDON 6" WATER

LINE IN PLACE

NOTE:

CONTRACTOR TO FIELD VERIFY THE

LOCATION OF ALL EXISTING CURB STOPS

PRIOR TO REPLACING AS SHOWN ON THE

PLANS.

CONNECT WITH

TAPPING SLEEVE

AND VALVE

11 1/4° BEND

REPLACE CURB

STOP (TYP)

WATER SERVICE TO

BE CONNECTED TO 6"

WATER LINE (TYP)

6" GATE

VALVE

6" D

11 1/4° BEND

22 1/2° BEND

11 1/4° BEND

6" DIP WATER LINE

REMOVE SIGN. REINSTALL

SIGN AFTER WATER LINE

CONSTRUCTION.

RECONNECT HYDRANT

WITH 6" GATE VALVE

AND 6" DIP WATER LINE. REPLACE CURB

STOP (TYP)

SAWCUT

BORE UNDER WALL TO

INSTALL WATER SERVICE

LATERAL.

CURB

B E

REM

OVE

D A

ND C

LIN

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

6"x4" REDUCER

8+00

9+00 10+00

PROFILE: Wynonah Drive - Water Line

5+90.70 6+00 6+50 7+00 7+50 8+00 8+50 9+00

WATER SERVICE

LATERAL

WATER SERVICE

LATERAL

CONNECT TO EXIST. WATER

LINE WITH TAPPING SLEEVE

AND VALVE IN NAVAJO DRIVE

6" GATE VALVE

WATER SERVICE

LATERAL

6" DIP WATER LINE 6" DIP WATER LINE

4' -0

" M

4' -0

' M

PROFILE: Wynonah Drive - Water Line

9+00 9+50 10+00 10+50 10+68.40

WATER SERVICE

LATERAL

WATER SERVICE

LATERAL

4' -0

" M

6" DIP WATER LINE

C R

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DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

M C

K M

U N

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N E

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O N

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08/18/26 1004830024

W.1-02

100483.0024

W.1-02

N or th P ar k

R oa d R ea di ng , P

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C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

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W es t C he st er

, P A

W E

S T

C H

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T E

O N

- P

A N

D P

R O

MATCH LINE - SEE DWG. NO. W.1-01

C H

- S

W G

. N O

. W .1

-0

NOTE: REFER TO DWG. NO.

G.0-02 FOR PLAN LEGEND.

AutoCAD SHX Text

SY/4"

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text Rock Wall

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Trees and Brush

AutoCAD SHX Text Planter

AutoCAD SHX Text Brush

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Gravel

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

SY/4"

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Inv. 735.69

AutoCAD SHX Text Inv. 736.72

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text Inv. 739.15

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Mailbox

AutoCAD SHX Text Light

AutoCAD SHX Text

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 724.57

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text PPL Pole w/UG Elec.

AutoCAD SHX Text Inv. 724.28

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Water Meter

AutoCAD SHX Text 6" Waterline (Approx. Location)

AutoCAD SHX Text Inv. 724.34

AutoCAD SHX Text Inv. 724.04

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text 19'

AutoCAD SHX Text 21'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Navajo Drive

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Scale 1"=20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4'

AutoCAD SHX Text Horizontal Scale 1"=20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4' ogan D rive

H ogan D rive

Wynonah

Drive

11 1/4° BEND 6" DIP WATER LINE

22 1/2° BEND

22 1/2°

BEND

CUT AND CAP

6" WATER LINE

TAPPING SLEEVE

AND VALVE

2-45° BENDS

6" DIP WATER LINE TO DUCK UNDER 36" CMP.

WATER LINE TO MAINTAIN 4'-0" MIN. COVER

AND MIN. 18" CLEARANCE BETWEEN STORM

PIPE INVERT AND TOP OF WATER LINE.

6" DIP WATER LINE TO DUCK UNDER 20" RCP.

WATER LINE TO MAINTAIN 4'-0" MIN. COVER

AND MIN. 18" CLEARANCE BETWEEN STORM

PIPE INVERT AND TOP OF WATER LINE.

CUT AND CAP

3" WATER LINE

REPLACE CURB

STOP (TYP)

WATER SERVICE TO

BE CONNECTED TO 6"

WATER LINE (TYP)

CONNECT WITH TAPPING

SLEEVE AND VALVE

NOTE:

CONTRACTOR TO FIELD VERIFY THE

LOCATION OF ALL EXISTING CURB STOPS

PRIOR TO REPLACING AS SHOWN ON THE

PLANS.

SAWCUT

6" DIP WATER LINE TO DUCK

UNDER 36" HDPE. WATER LINE

TO MAINTAIN 4'-0" MIN. COVER

AND MIN. 18" CLEARANCE

BETWEEN STORM PIPE INVERT

AND TOP OF WATER LINE.

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

CONNECT WITH

TAPPING SLEEVE

AND VALVE

6" GATE

VALVE

11+00

12+00

PROFILE: Wynonah Drive - Water Line

10+68.40 11+00 11+50 12+00 12+50 13+00 13+50

" M

4' -0

" M

CONNECT TO EXIST. WATER LINE

WITH TAPPING SLEEVE AND VALVE

CONNECT TO EXIST. WATER

LINE WITH TAPPING SLEEVE

AND VALVE IN HOGAN DRIVE

6" GATE VALVE

4' -0

" M

C R

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N O

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N O

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C H

C O

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C C

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DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

M C

K M

U N

O R

N E

D R

E, A U

N , P

O N

D S

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- W

N R

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C O

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W.1-03

100483.0024

W.1-03

N or th P ar k

R oa d R ea di ng , P

-0

C re ek si de L an e

Li tit z, P

E ng in ee rs a nd C on su lta nt s

S, S

N S

C C

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co m

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C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

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C H

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A N

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R O

C H

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W G

. N O

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-0

MATCH LINE - SEE DWG. NO. W.1-04

NOTE: REFER TO DWG. NO. G.0-02 FOR PLAN LEGEND.

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text Inv. 697.99

AutoCAD SHX Text

36" HDPE

AutoCAD SHX Text Inv. 698.96

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

20" RCP

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Inv. 699.11

AutoCAD SHX Text Inv. 697.07

AutoCAD SHX Text Planter

AutoCAD SHX Text

SY/4"

AutoCAD SHX Text Inv. 697.76

AutoCAD SHX Text Overhead Wires

AutoCAD SHX Text

SY/4"

AutoCAD SHX Text Inv. 699.35

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Inv. 704.73

AutoCAD SHX Text Inv. 704.90

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text Overhead Wires

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text

SY/4"

AutoCAD SHX Text

36" HDPE

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text 6" Waterline

AutoCAD SHX Text (Approx.

AutoCAD SHX Text Location)

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Hogan Drive

AutoCAD SHX Text Wynonah Drive

AutoCAD SHX Text Scale 1"=20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4'

Sioux

Drive

H ogan D rive

305 306

CUT AND CAP

3" WATER LINE

4"X3" REDUCER

45° BEND

4" DIP WATER LINE

ABANDON 3" WATER

LINE IN PLACE

CONNECT WITH TAPPING

SLEEVE AND VALVE

11 1/4° BEND

11 1/4°

BEND

11 1/4°

BEND

REMOVE M

AILB

OX. R

EIN

STA

4" DIP WATER LINE

6.8

NOTE:

CONTRACTOR TO FIELD VERIFY

THE LOCATION OF ALL EXISTING

CURB STOPS PRIOR TO

REPLACING AS SHOWN ON THE

PLANS.

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

REPLACE CURB

STOP (TYP)

REPLACE 4" PVC PIPE OR SECTION

OF PIPE IF DAMAGED WHEN

INSTALLING WATER SERVICES.

CURB S

P TO

REMOVED A

ND C

ATE

R S

ERVIC

E LI

1+00 2+00

3+00

4+00

5+00

PROFILE: Sioux Drive - Water Line

0+00 0+50 1+00 1+50 2+00 2+50 3+00

CONNECT TO EXIST. WATER

LINE WITH TAPPING SLEEVE

AND VALVE

4' -0

" M

WATER SERVICE

LATERAL

4" DIP WATER LINE

4' -0

" M

4" D

IP W

ATER LINE

4' -0

" M

PROFILE: Sioux Drive - Water Line

3+00 3+50 4+00 4+30.28

WATER SERVICE

LATERAL

4" D

IP WATER LINE

4' -0

" M

C R

O N

N O

E C

/2 2/

F O

R B

S/M

D F

O R

N O

R C

O N

U C

C T

N .B

N B

B Y:

C H

C O

S, S

N S

C C

O Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

M C

K M

U N

O R

N E

D R

E, A U

N , P

O N

D S

X D

- W

N R

N E

, S

C H

C O

U N

, P

08/18/26 1004830024

W.1-04

100483.0024

W.1-04

N or th P ar k

R oa d R ea di ng , P

-0

C re ek si de L an e

Li tit z, P

E ng in ee rs a nd C on su lta nt s

S, S

N S

C C

O Y ss m gr ou p.

co m

R E

A D

L A

N C

A S

T E

R om a C or po ra te

C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

L E

H V

A L

L E

E as t E va ns S tre et

W es t C he st er

, P A

W E

S T

C H

E S

T E

U X

D R

- P

N A

N D

P R

O F

MATCH LINE - SEE DWG. NO. W.1-03

- S

D W

G. N O. W

.1 -0

NOTE: REFER TO DWG. NO.

G.0-02 FOR PLAN LEGEND.

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

24" HDPE

AutoCAD SHX Text Planter

AutoCAD SHX Text Inv. 769.91

AutoCAD SHX Text Planter

AutoCAD SHX Text

30" HDPE

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text Overhead Wires

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text Inv. 757.44

AutoCAD SHX Text Inv. 754.30

AutoCAD SHX Text

24" HDPE

AutoCAD SHX Text Inv. 762.52

AutoCAD SHX Text Inv. 765.70

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text Inv. 725.3

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text Inv. 729.23

AutoCAD SHX Text Inv. 724.10

AutoCAD SHX Text Inv. 723.96

AutoCAD SHX Text Inv. 728.14

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 742.84

AutoCAD SHX Text Inv. 738.68

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text Inv. 732.07

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text 3" Waterline (Approx. Location)

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text 16'

AutoCAD SHX Text 15.8'

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Sioux Drive

AutoCAD SHX Text Driveway

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text 24" Storm

AutoCAD SHX Text Scale 1"=20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4'

AutoCAD SHX Text Horizontal Scale 1"=20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4' riv e

C re ek

Sioux

Dr ive

REMOVE MAILBOX. REINSTALL

MAILBOX AFTER WATER LINE

CONSTRUCTION.

6.8'

11 1/4°

BEND

ABANDON 3" WATER

LINE IN PLACE

11 1/4°

BEND

11 1/4°

BEND

11 1/4°

BEND

CUT AND CAP

3" WATER LINE

4"X3" REDUCER

2-45°

BENDS

CONNECT WITH

TAPPING SLEEVE

AND VALVE

ABANDON 3" WATER

LINE IN PLACE

REMOVE ONE OF THE

WATER CURB STOPS

REPLACE CURB

STOP (TYP)

ABANDON 3" WATER

LINE IN PLACE

11 1/4°

BEND

11 1/4°

BEND

4" DIP WATER LINE TO DUCK UNDER 24" HDPE.

WATER LINE TO MAINTAIN 4'-0" MIN. COVER

AND MIN. 18" CLEARANCE BETWEEN STORM

PIPE INVERT AND TOP OF WATER LINE.

11 1/4°

BEND

4" TEE

4" DIP WATER LINE

4" D

6.8'

4.6'

4" GATE VALVE

RECONNECT FIRE HYDRANT WITH 4"

GATE VALVE AND 4" DIP WATER LINE.

REMOVE EXISTING WATER SERVICE

CONNECTION TO FIRE HYDRANT.

NOTE:

CONTRACTOR TO FIELD VERIFY THE

LOCATION OF ALL EXISTING CURB STOPS

PRIOR TO REPLACING AS SHOWN ON THE

PLANS.

4" DIP W

ATER LINE

WATER SERVICE TO

BE CONNECTED TO 4"

WATER LINE (TYP)

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

4" GATE VALVE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

7+00

8+009+00

0+00

1+00

1+63

C R

O N

N O

E C

/2 2/

F O

R B

S/M

D F

O R

N O

R C

O N

U C

C T

N .B

N B

B Y:

C H

C O

S, S

N S

C C

O Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

M C

K M

U N

O R

N E

D R

E, A U

N , P

O N

D S

X D

- W

N R

N E

, S

C H

C O

U N

, P

08/18/26 1004830024

W.1-05

100483.0024

W.1-05

N or th P ar k

R oa d R ea di ng , P

-0

C re ek si de L an e

Li tit z, P

E ng in ee rs a nd C on su lta nt s

S, S

N S

C C

O Y ss m gr ou p.

co m

R E

A D

L A

N C

A S

T E

R om a C or po ra te

C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

L E

H V

A L

L E

E as t E va ns S tre et

W es t C he st er

, P A

W E

S T

C H

E S

T E

U X

D R

MATCH LINE - SEE DWG. NO. W.1-04

NOTE:

1. REFER TO DWG. NO. G.0-02 FOR PLAN LEGEND.

2. REFER TO DWG. NO. W.1-06 FOR WATER LINE

PROFILE.

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text Stone Wall

AutoCAD SHX Text Planter

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Gravel

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text Inv. 806.11

AutoCAD SHX Text Inv. 806.80

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text

24" HDPE

AutoCAD SHX Text Inv. 794.74

AutoCAD SHX Text Inv. 797.81

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 792.68

AutoCAD SHX Text Inv. 791.08

AutoCAD SHX Text

24" HDPE

AutoCAD SHX Text Paved Area

AutoCAD SHX Text 12" HDPE Inv. 803.64

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 801.78

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Inv. 800.81

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text Stone Drive

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

24" HDPE

AutoCAD SHX Text Planter

AutoCAD SHX Text Inv. 769.91

AutoCAD SHX Text Planter

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text 3" Waterline (Approx. Location)

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text 15.8'

AutoCAD SHX Text 17.2'

AutoCAD SHX Text 36.8'

AutoCAD SHX Text 17.3'

AutoCAD SHX Text 17.7'

AutoCAD SHX Text 17.1'

AutoCAD SHX Text Scale 1"=20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

GRAPHIC SCALE

20'

PROFILE: Sioux Drive - Water Line

4+30.28 4+50 5+00 5+50 6+00 6+50 7+00 7+50

" M

4' -0

" M

4" DIP WATER LINE

4" D

IP WATER LINE

4' -0

" M

WATER SERVICE

LATERAL

4" TEE

4" GATE

VALVE

PROFILE: Sioux Drive - Water Line

7+50 8+00 8+50 9+00 9+50

4' -0

" M

4" DIP WATER LINE

4' -0

" M

CONNECT WITH TAPPING

SLEEVE AND VALVE

WATER SERVICE

LATERAL

PROFILE: Sioux Drive Cul-de-Sac - Water Line

0+00 0+50 1+00 1+50

4" TEE

4" GATE

VALVE

4' -0

" M

4" DIP WATER LINE

WATER SERVICE

LATERAL

RECONNECT FIRE HYDRANT

WITH 4" GATE VALVE AND 4" DIP

WATER LINE. REMOVE EXISTING

WATER SERVICE CONNECTION

TO FIRE HYDRANT.

C R

O N

N O

E C

/2 2/

F O

R B

S/M

D F

O R

N O

R C

O N

U C

C T

N .B

N B

B Y:

C H

C O

S, S

N S

C C

O Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

M C

K M

U N

O R

N E

D R

E, A U

N , P

O N

D S

X D

- W

N R

N E

, S

C H

C O

U N

, P

08/18/26 1004830024

W.1-06

100483.0024

W.1-06

N or th P ar k

R oa d R ea di ng , P

-0

C re ek si de L an e

Li tit z, P

E ng in ee rs a nd C on su lta nt s

S, S

N S

C C

O Y ss m gr ou p.

co m

R E

A D

L A

N C

A S

T E

R om a C or po ra te

C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

L E

H V

A L

L E

E as t E va ns S tre et

W es t C he st er

, P A

W E

S T

C H

E S

T E

U X

D R

- S H

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Driveway

AutoCAD SHX Text Cul-de-Sac

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Driveway

AutoCAD SHX Text Existing Grade Along Top of Proposed Water Line

AutoCAD SHX Text Sioux Drive

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4'

AutoCAD SHX Text Horizontal Scale 1"=20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4'

AutoCAD SHX Text Horizontal Scale 1"=20'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text Vertical Scale 1"=4'

CaC

Wynonah Drive

211212213214215216

456 457 458 459 460456

CUT AND CAP

6" WATER LINE

CONNECT WITH

TAPPING SLEEVE

AND VALVE

45° BEND

ABANDON 6" WATER

LINE IN PLACE

6" DIP WATER LINE

45° BEND

NOTE:

REPLACE CURB

STOP (TYP)

REPLACE CURB

STOP (TYP)

WATER SERVICE TO

BE CONNECTED TO 6"

WATER LINE (TYP)

RECONNECT HYDRANT

WITH 6" GATE VALVE

AND 6" DIP WATER LINE.

WATER SERVICES LINE TO DUCK UNDER 15" HDPE.

WATER SERVICE LINE TO MAINTAIN 4'-0" MIN.

COVER AND MIN. 18" CLEARANCE BETWEEN STORM

PIPE INVERT AND TOP OF WATER LINE (TYP).

SAWCUT (TYP)

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE REMOVED

AND CAP WATER SERVICE LINE

REPLACE CURB

STOP (TYP)

ALL EXISTING AND "LIVE"

WATER SERVICES ARE TO

BE REPLACED UP TO THE

CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

WATER SERVICE LATERAL TO

DUCK UNDER STORM PIPE

1+00 2+00 3+00 4+00 5+00

C R

O N

N O

E C

/2 2/

F O

R B

S/M

D F

O R

N O

R C

O N

U C

C T

N .B

N B

B Y:

C H

C O

S, S

N S

C C

O Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

M C

K M

U N

O R

N E

D R

E, A U

N , P

O N

D S

X D

- W

N R

N E

, S

C H

C O

U N

, P

08/18/26 1004830024

W.2-50

100483.0024

W.2-50

N or th P ar k

R oa d R ea di ng , P

-0

C re ek si de L an e

Li tit z, P

E ng in ee rs a nd C on su lta nt s

S, S

N S

C C

O Y ss m gr ou p.

co m

R E

A D

L A

N C

A S

T E

R om a C or po ra te

C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

L E

H V

A L

L E

E as t E va ns S tre et

W es t C he st er

, P A

W E

S T

C H

E S

T E

L (E

&S C)

- S

C H

- S

W G

. N O

. W .2

-5

SOILS LIMITATIONS AND RESOLUTIONS

LIMITATION RESOLUTION CaC HaC HfC LdC WKF

CUTBANKS CAVE COMPLY WITH ALL APPLICABLE OSHA STANDARDS AND REGULATIONS;

LAY BACK SLOPES/GRADE PER GEOTECH ENGINEER SPECS X X X X X

CORROSIVE TO CONCRETE/STEEL CORROSION RESISTANT CONCRETE/PROVIDE COATED STEEL C C C C/S C/S

DROUGHTY IF FEASIBLE, WATER SEEDED AREAS X X X X X

EASILY ERODIBLE IMMEDIATE STABILIZATION, MAINTAIN EROSION CONTROL BMPs X X X X

FLOODING AVOID WORK IN FLOODED AREAS

DEPTH TO WATER TABLE/SATURATED ZONE PUMPED WATER FILTER BAG, FOOTER DRAINS, TRENCH PLUGS X

HYDRIC/HYDRIC INCLUSIONS AVOID DISTURBANCE, PUMPED WATER FILTER BAG X X X X

LOW STRENGTH/LANDSLIDE PRONE COMPLY WITH ALL APPLICABLE OSHA STANDARDS AND REGULATIONS;

LAY BACK SLOPES/GRADE PER GEOTECH ENGINEER SPECS X X X X

SLOW PERCOLATION PUMPED WATER FILTER BAG X X X X

PIPING TRENCH PLUGS, ANTI-SEEP COLLARS, WATERTIGHT STORM PIPE JOINTS X X X X X

POOR SOURCE OF TOPSOIL AVOID REUSE AS TOPSOIL, PERFORM SOIL TESTS TO DETERMINE

OPTIMUM AMENDMENTS, IMPORT TOPSOIL X X X X

FROST ACTION CONSTRUCT BELOW FROST DEPTHS, AVOID EARTHWORK WHEN SOIL IS

FROZEN X X X X X

SHRINK/SWELL AVOID USE OF CLAY SOILS IN BUILDING AREAS

POTENTIAL SINKHOLE WATERTIGHT STORM SEWER JOINTS, GRADING OPERATIONS SHOULD

NOT CREATE PONDING AREAS, SINKHOLE MITIGATION TECHNIQUES

PONDING PROVIDE POSITIVE DRAINAGE

WETNESS AVOID EARTHMOVING DURING OR SOON AFTER RAINFALL, PROVIDE

ADEQUATE DEWATERING DURING CONSTRUCTION, FOOTER DRAINS

SOILS

SYMBOL DESCRIPTION

CaC CALVIN SHALY SILT LOAM, 8 TO 15 PERCENT

SLOPES

HaC HARTLETON CHANNERY SILT LOAM, 3 TO 8

PERCENT SLOPES

HfC HAZLETON CHANNERY FINE SANDY LOAM, 8

TO 25 PERCENT SLOPES, RUBBLY

LdC LAIDIG EXTREMELY STONY LOAM, 8 TO 25

PERCENT SLOPES

WKF WEIKERT AND KLINESVILLE SHALY SILT

LOAMS, STEEP

E&SC LEGEND

LIMIT OF DISTURBANCE (0.36 ACRES)

FLEXSTORM FX INLET FILTER

CONCRETE WASHOUT

CFS-12 (#1)

EROSION CONTROL BLANKET (ECB)

(SC150/D OR ECSC-2/D)

LdC CaC

SOIL BOUNDARY AND SOIL SERIES

COMPOST FILTER SOCK (18" DIAMETER)

FIBER FILTRATION TUBES (9" DIAMETER)FFT9

CFS18

COMPOST FILTER SOCK WITH DIAMETER

(SOCK ID#)

ROCK FILTER OUTLET

SAWCUT

PAVING RESTORATION

LOCATION MAP

SCALE: 1" = 2000'

PROJECT SITE

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 720.15

AutoCAD SHX Text Inv. 720.74

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 721.97

AutoCAD SHX Text Inv. 721.75

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text Inv. 721.70

AutoCAD SHX Text Inv. 722.46

AutoCAD SHX Text O/H WIres

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Conc. Drive

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 721.73

AutoCAD SHX Text Inv. 722.07

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text Planter

AutoCAD SHX Text P l a n t e r

AutoCAD SHX Text Inv. 723.34

AutoCAD SHX Text Inv. 723.80

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text Inv. 724.36

AutoCAD SHX Text 6" Waterline (Approx. Location)

AutoCAD SHX Text O/H Wires

AutoCAD SHX Text Inv. 722.09

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text Inv. 722.98

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text Inv. 722.44

AutoCAD SHX Text Paved Drive

AutoCAD SHX Text Inv. 722.24

AutoCAD SHX Text 6" Waterline (Approx. Location)

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text 19'

AutoCAD SHX Text 10.9'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text Scale 1"=20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

GRAPHIC SCALE

CaC

LdC

N avajo D rive

Drive

Wynonah

467 468 469

ABANDON 6" WATER

LINE IN PLACE

NOTE:

CONTRACTOR TO FIELD VERIFY THE

LOCATION OF ALL EXISTING CURB STOPS

PRIOR TO REPLACING AS SHOWN ON THE

PLANS.

CONNECT WITH

TAPPING SLEEVE

AND VALVE

11 1/4° BEND

REPLACE CURB

STOP (TYP)

WATER SERVICE TO

BE CONNECTED TO 6"

WATER LINE (TYP)

6" GATE

VALVE

6" D

11 1/4° BEND

22 1/2° BEND

11 1/4° BEND

6" DIP WATER LINE

REMOVE SIGN. REINSTALL

SIGN AFTER WATER LINE

CONSTRUCTION.

RECONNECT HYDRANT

WITH 6" GATE VALVE

AND 6" DIP WATER LINE. REPLACE CURB

STOP (TYP)

SAWCUT

BORE UNDER WALL TO

INSTALL WATER SERVICE

LATERAL.

CURB

B E

REM

OVE

D A

ND C

LIN

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

CURB STOP TO BE

REMOVED AND CAP

WATER SERVICE LINE

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

ALL EXISTING AND "LIVE" WATER

SERVICES ARE TO BE REPLACED

UP TO THE CURB STOP

6"x4" REDUCER

8+00

9+00 10+00

C R

O N

N O

E C

/2 2/

F O

R B

S/M

D F

O R

N O

R C

O N

U C

C T

N .B

N B

B Y:

C H

C O

S, S

N S

C C

O Y

DIGITAL FILENAMEDATE

WORK ORDER NUMBER

DRAWING NUMBER

M C

K M

U N

O R

N E

D R

E, A U

N , P

O N

D S

X D

- W

N R

N E

, S

C H

C O

U N

, P

08/18/26 1004830024

W.2-51

100483.0024

W.2-51

N or th P ar k

R oa d R ea di ng , P

-0

C re ek si de L an e

Li tit z, P

E ng in ee rs a nd C on su lta nt s

S, S

N S

C C

O Y ss m gr ou p.

co m

R E

A D

L A

N C

A S

T E

R om a C or po ra te

C en te r, S ui te

C ed ar C re st

B lv d A lle nt ow n, P A

L E

H V

A L

L E

E as t E va ns S tre et

W es t C he st er

, P A

W E

S T

C H

E S

T E

D R

- S H

MATCH LINE - SEE DWG. NO. W.2-50

C H

- S

W G

. N O

. W .2

-5

SOILS LIMITATIONS AND RESOLUTIONS

LIMITATION RESOLUTION CaC HaC HfC LdC WKF

CUTBANKS CAVE COMPLY WITH ALL APPLICABLE OSHA STANDARDS AND REGULATIONS;

LAY BACK SLOPES/GRADE PER GEOTECH ENGINEER SPECS X X X X X

CORROSIVE TO CONCRETE/STEEL CORROSION RESISTANT CONCRETE/PROVIDE COATED STEEL C C C C/S C/S

DROUGHTY IF FEASIBLE, WATER SEEDED AREAS X X X X X

EASILY ERODIBLE IMMEDIATE STABILIZATION, MAINTAIN EROSION CONTROL BMPs X X X X

FLOODING AVOID WORK IN FLOODED AREAS

DEPTH TO WATER TABLE/SATURATED ZONE PUMPED WATER FILTER BAG, FOOTER DRAINS,…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 30, 2026.