1-Galeton Borough Authority - Wetmore Run - Drawings Issued for Bid 2026-06-24 .pdf

18 MB Posted

Attached to
Wetmore Run Well Development
Solicitation number
Not on record
Issued by
Potter County, Pennsylvania

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Written by GovTribe AI ·

This file contains bidding drawings issued by Galeton Borough Authority for the Wetmore Run Well Development project in Pennsylvania. The project involves bringing two pre-drilled and cased water wells into service, installing interconnecting piping from the wells to existing treatment facilities, adding new electrical power service entrances and emergency generators, upgrading existing treatment facilities, and connecting to the existing municipal potable water distribution system. Three prime contracts are being bid: 2026-W1 for General/Mechanical work, 2026-W2 for Waterline Replacement, and 2026-W3 for Electrical/Controls/Instrumentation. Bids will be received until 2:00 PM local time on Tuesday, July 28, 2026, via PennBid.net or hand delivery to Galeton Borough Authority at 24 West Main Street, Galeton, PA 16922, with public opening and reading of bids to occur after 2:05 PM that same day. A non-mandatory pre-bid conference is scheduled for Tuesday, July 7, 2026 at 2:00 PM at the same location.

Bidding documents are available electronically at no cost through www.PennBid.net or may be examined at the Issuing Office (Century Engineering, a Kleinfelder Company, 330 Innovation Blvd, Suite 305, State College, PA 16803) during regular business hours at no charge. Documents may be purchased for $250 non-refundable (including USPS regular mail delivery), with checks made payable to Century Engineering. All document payments are non-refundable. Prospective bidders may access documents electronically or examine them in person Monday through Thursday from 8:00 AM to 5:00 PM, or Friday from 8:00 AM to Noon.

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SITE LOCATION MAP - GALETON QUADRANGLE

WETMORE RUN WELL DEVELOPMENT PROJECT

GALETON BOROUGH AUTHORITY

WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

CENTURY

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GENERAL NOTES

BID SET

PENCOR SERVICES/BLUE RIDGE COMMUNICATION

GALETON BOROUGH AUTHORITY

PENNSYLVANIA ELECTRIC COMPANY

TRI COUNTY RURAL ELECTRIC COOP INC.

WEST BRANCH TOWNSHIP

UGI UTILITIES INC.

UTILITIES

CONTRACT #2026-W1: GENERAL/MECHANICAL

CONTRACT #2026-W2: WATERLINE REPLACEMENT

CONTRACT #2026-W3: ELECTRICAL/CONTROLS/INSTRUMENTATION

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1. ALL PROPERTY LINE LOCATIONS ARE APPROXIMATE AND PER THE POTTER COUNTY GIS. ALL PROPERTY LINE LOCATIONS ARE APPROXIMATE AND PER THE POTTER COUNTY GIS. 2. HORIZONTAL DATUM IS NAD83 PENNSYLVANIA STATE PLANE, NORTH ZONE, U.S. FOOT. ELEVATION DATUM IS NORTH AMERICAN VERTICAL DATUM HORIZONTAL DATUM IS NAD83 PENNSYLVANIA STATE PLANE, NORTH ZONE, U.S. FOOT. ELEVATION DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. ALL EXISTING WATER LINE LOCATIONS ARE APPROXIMATE. LOCATION OF UNDERGROUND UTILITIES ARE BASED ON VISIBLE ABOVE GROUND ALL EXISTING WATER LINE LOCATIONS ARE APPROXIMATE. LOCATION OF UNDERGROUND UTILITIES ARE BASED ON VISIBLE ABOVE GROUND APPURTENANCES AND AVAILABLE MAPPING PROVIDED TO THIS OFFICE. 4. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES AS WELL AS ALL UTILITY DEPTHS. ALL UTILITIES ARE CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES AS WELL AS ALL UTILITY DEPTHS. ALL UTILITIES ARE SHOWN AS AN APPROXIMATE GRAPHICAL REPRESENTATION. 5. ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS AND SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS AND SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TEMPORARY BENCHMARKS WITHIN THE PROJECT AREA. 6. THE CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE THE CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL EARTH DISTURBANCE ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE. IF THE LIMITS OF DISTURBANCE MUST BE CHANGED IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS. IF THE CONTRACTOR INCREASES THE LIMITS OF DISTURBANCE TO MORE THAN ONE ACRE IT IS THEIR RESPONSIBILITY TO OBTAIN A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS OF ACT 187, PA ONE CALL SYSTEM (800-242-1776), NOTIFICATION OF UTILITIES. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS OF ACT 187, PA ONE CALL SYSTEM (800-242-1776), NOTIFICATION OF UTILITIES. 8. PIPE INSTALLATION OF ANY SIZE IN AN OPEN CUT DITCH INCLUDES 2B STONE OR OTHER APPROVED MATERIALS. A MINIMUM OF 6” OF PIPE PIPE INSTALLATION OF ANY SIZE IN AN OPEN CUT DITCH INCLUDES 2B STONE OR OTHER APPROVED MATERIALS. A MINIMUM OF 6” OF PIPE OF PIPE BEDDING UNDER THE PIPE, THE STONE SURROUNDING THE PIPE AS WELL AS A MINIMUM OF 12” CUSHION OVER THE TOP OF THE PIPE. STONE CUSHION OVER THE TOP OF THE PIPE. STONE BEDDING AND CUSHION SHALL BE CONSOLIDATED TO MINIMIZE SETTLEMENT PRIOR TO PLACEMENT OF SELECT FILL. 9. NEW WATER LINE SHALL BE SET A MINIMUM OF 5 FEET AWAY FROM UTILITY POLES, WHERE FEASIBLE. THE CONTRACTOR SHALL BE NEW WATER LINE SHALL BE SET A MINIMUM OF 5 FEET AWAY FROM UTILITY POLES, WHERE FEASIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE UTILITY COMPANY FOR ANY ASSISTANCE THAT MAY BE REQUIRED. 10. NEW WATER LINE SHALL BE PROPERLY RESTRAINED AT ALL FITTINGS, INSTALLED AT A MINIMUM DEPTH OF 4' BELOW FINAL GRADE TO THE TOP NEW WATER LINE SHALL BE PROPERLY RESTRAINED AT ALL FITTINGS, INSTALLED AT A MINIMUM DEPTH OF 4' BELOW FINAL GRADE TO THE TOP OF THE PIPE AND SHALL BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS. THRUST BLOCKS SHALL BE PLACED WHERE SHOWN AND WILL BE FROM THE PIPE/FITTING TO BE BLOCKED TO UNDISTURBED EARTH TO PROHIBIT HORIZONTAL AS WELL AS VERTICAL MOVEMENT. THRUST BLOCKING AS SHOWN ON THE CONTRACT DRAWINGS ARE MINIMUM SIZES RECOMMENDED AND MUST BE EXPANDED IN THE FIELD AS NECESSARY TO FIT THE INSTALLATION. PAYMENT FOR THRUST BLOCKING WILL BE A PART OF THE BID ITEM BEING BLOCKED UNLESS OTHERWISE NOTED. THRUST BLOCKING SHALL NOT COVER THE BOLTS OF THE FITTING. 11. EXCEPT FOR PLANNED AND COORDINATED SERVICE INTERRUPTIONS THE CONTRACTOR SHALL MAINTAIN SERVICE TO EXISTING CUSTOMERS AT ALL EXCEPT FOR PLANNED AND COORDINATED SERVICE INTERRUPTIONS THE CONTRACTOR SHALL MAINTAIN SERVICE TO EXISTING CUSTOMERS AT ALL TIMES AND RE-ESTABLISH SERVICE FOR ANY DISTURBED SERVICES IN A TIMELY MANNER. CONTRACTOR SHALL IMMEDIATELY NOTIFY ANY OR ALL PROPERTY OR UTILITY OWNERS OF ANY DAMAGE CAUSED BY CONTRACTOR OPERATIONS OR EXISTING DAMAGES OR LEAKS IDENTIFIED. 12. CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT WORK SITE AND THE CLOSE PROXIMITY TO RESIDENCES, STATE HIGHWAY, UTILITIES, CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT WORK SITE AND THE CLOSE PROXIMITY TO RESIDENCES, STATE HIGHWAY, UTILITIES, SIDEWALK, PAVEMENT, GRAVEL ROADWAYS, AND LAWN. ALL IMPACTS TO THE SURROUNDING AREA SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 13. SURFACE RESTORATION OF GRASS SURFACES IS A PART OF THE INSTALLATION OF PIPE. SURFACE RESTORATION OF ANY HARD SURFACES, SURFACE RESTORATION OF GRASS SURFACES IS A PART OF THE INSTALLATION OF PIPE. SURFACE RESTORATION OF ANY HARD SURFACES, STREETS, ALLEYWAYS, PRIVATE DRIVES, ARE AT UNIT PRICE COST AS LISTED ON THE BID FORM TO A MAXIMUM PAY WIDTH AS SHOWN ON THE CONTRACT DRAWINGS. ADDITIONAL WIDTH WILL BE AT THE CONTRACTOR'S EXPENSE. 14. UNLESS OTHERWISE NOTED CONTRACTOR SHALL MINIMIZE DISTURBANCE OF SOIL OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR SHALL TRIM UNLESS OTHERWISE NOTED CONTRACTOR SHALL MINIMIZE DISTURBANCE OF SOIL OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR SHALL TRIM ALL TREES AND SHRUBS TO BE IMPACTED BY EQUIPMENT OPERATIONS TO AVOID LIMB/TREE/SHRUB DAMAGE. 15. CONTRACTOR'S ON-SITE FOREMAN MUST COMPLETE AND SUBMIT REQUIRED DAILY DOCUMENTATION (WATER LINE DAILY QUANTITY REPORT) AS CONTRACTOR'S ON-SITE FOREMAN MUST COMPLETE AND SUBMIT REQUIRED DAILY DOCUMENTATION (WATER LINE DAILY QUANTITY REPORT) AS REQUIRED BY 01010, GENERAL REQUIREMENTS. ITEMS AND QUANTITIES MUST ALIGN WITH PAY ITEMS FROM BID FORM AND CONTRACT. 16. GENERAL PERMIT GP 055300226-001 WAS ISSUED FOR THE TWO STREAM CROSSINGS ON 3/27/2026. A LETTER OF APPROVAL OF THE GENERAL PERMIT GP 055300226-001 WAS ISSUED FOR THE TWO STREAM CROSSINGS ON 3/27/2026. A LETTER OF APPROVAL OF THE PROPOSED EROSION CONTROL PLAN WAS ISSUED BY POTTER COUNTY CONSERVATION DISTRICT ON 3/27/2026 FRO THE GENERAL SITE IMPROVEMENTS INCLUDING CHEMICAL FEED BUILDING IMPROVEMENTS AND PROPOSED PIPING. 17. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE TO THE GREATEST EXTENT POSSIBLE. ANY IMPACTS TO EXISTING PAVEMENT, SIDEWALKS, CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE TO THE GREATEST EXTENT POSSIBLE. ANY IMPACTS TO EXISTING PAVEMENT, SIDEWALKS, LAWN, HOUSES AND FENCE SHALL BE RESTORED TO ITS ORIGINAL CONDITION. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AT NO EXPENSE TO THE OWNER. 18. CONTRACTOR SHALL REMOVE ANY EXISTING ABOVE GROUND WATERLINE APPURTENANCES (E.G. HYDRANTS, WATER VALVES, VALVE BOXES, ETC.) CONTRACTOR SHALL REMOVE ANY EXISTING ABOVE GROUND WATERLINE APPURTENANCES (E.G. HYDRANTS, WATER VALVES, VALVE BOXES, ETC.) THAT HAVE BEEN ABANDONED FROM THE CONSTRUCTION OF THIS PROJECT AND RESTORE THE GROUND SURFACE. THIS SHALL BE CONSIDERED PART OF THE INSTALLATION OF THE WATERLINE FOR MEASUREMENT AND PAYMENT PURPOSES. 19. WATER LINE TESTING AND DISINFECTION TO BE COMPLETED IN ACCORDANCE WITH AWWA REQUIREMENTS. WATER LINE TESTING AND DISINFECTION TO BE COMPLETED IN ACCORDANCE WITH AWWA REQUIREMENTS. 20. ALL VEGETATION DISTURBED SHALL BE NEATLY TRIMMED AND REMOVED FROM WITHIN THE RIGHT-OF-WAY. BROKEN TREE BRANCHES SHALL BE ALL VEGETATION DISTURBED SHALL BE NEATLY TRIMMED AND REMOVED FROM WITHIN THE RIGHT-OF-WAY. BROKEN TREE BRANCHES SHALL BE REMOVED AT THE POINT THE BRANCH LEAVES THE TREE. 21. THREAD RUSH (JUNCUS FILIFORMIS) WAS DOCUMENTED ALONG THE SOUTHERN EDGE OF THE EXISTING ACCESS ROAD NEAR THE PROJECT AREA. THREAD RUSH (JUNCUS FILIFORMIS) WAS DOCUMENTED ALONG THE SOUTHERN EDGE OF THE EXISTING ACCESS ROAD NEAR THE PROJECT AREA. THIS LOCATION IS APPROXIMATELY 300 FEET FROM THE PROPOSED WATERLINE LIMITS OF DISTURBANCE AND APPEARS TO BE BETWEEN TEST WELL #3 AND TEST WELL #5. KLEINFELDER CONDUCTED A WETLAND DELINEATION ON OCTOBER 2-3, 2025. THREAD RUSH WAS NOT OBSERVED DURING THE DELINEATION. IN ADDITION, NO IMPACTS TO WETLANDS OR RIPARIAN AREAS ARE ANTICIPATED. IF THE PROJECT SCOPE CHANGES AND IMPACTS TO THE THREAD RUSH LOCATION OR SUITABLE WETLAND HABITAT ARE ANTICIPATED, PLEASE CONTACT THE PENNSYLVANIA DEPARTMENT OF CONSERVATION AND NATURAL RESOURCES FOR RECOMMENDATIONS.

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INDEX OF DRAWINGS

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OVERALL PROJECT PLAN

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WELL DEVELOPMENT - STA. 0+00 TO 16+00

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WELL DEVELOPMENT - STA. 16+00 TO 30+00

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WELL DEVELOPMENT - STA. 41+50 TO 54+00

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WELL DEVELOPMENT - STA. 54+00 TO 60+36

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WELL DEVELOPMENT NORTH - STA. 0+00 TO 13+59

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ERIC S. LUNDY

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NO. 048121-E

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ENGINEER

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AutoCAD SHX Text PENNSYLVANIA ACT 287 (1974) AS AMENDED BY ACT 187 (1996) REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH. PA ONE-CALL SERIAL NO. 20261533588 HAS BEEN ASSIGNED TO THIS PROJECT ON 06-02-2026. * ENTRIES FROM ACT 187 LIST UPDATED BY ENGINEER.

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BID SET

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300-007 -059 GALETON BOROUGH AUTHORITY

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300-007 -001A PATTERSON LUMBER COMPANY

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300-006 -039 GALETON BOROUGH AUTHORITY

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300-007 -060 GALETON BOROUGH AUTHORITY

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300-007 -016A MOTHERS LANE LLC

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300-007 -017 CAMP WILLIAMS VALLEY INC.

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300-007-001-1 GALETON BOROUGH AUTHORITY

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300-007 -020-6 WILLIAM E. VANSTEAMBURG ET. UX.

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EXISTING GALETON BOROUGH AUTHORITY WATER FILTRATION PLANT

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GIS PROPERTY LINE (TYP)

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MOTHERS LANE

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WETMORE RUN WELL DEVELOPMENT PROJECT LOCATION PLAN - OVERALL PROJECT PLAN FOR

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WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

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(5/8" REBAR)

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ERIC S. LUNDY

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NO. 048121-E

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ENGINEER

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PROFESSIONAL

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE

050 50 100

20025

PLAN VIEW - STA. 0+00 TO 16+00

GALETON BOROUGH

AUTHORITY

BID SET

AutoCAD SHX Text

EXISTING GALETON BOROUGH AUTHORITY WATER FILTRATION PLANT

AutoCAD SHX Text

20" PIPE

AutoCAD SHX Text

8" PIPE

AutoCAD SHX Text

15" PIPE

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10" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text

GATE

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GATE

AutoCAD SHX Text

GATE

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GIS PROPERTY LINE (TYP)

AutoCAD SHX Text

EXISTING GALETON BOROUGH AUTHORITY WATER FILTRATION PLANT

AutoCAD SHX Text

DIRT ROAD

AutoCAD SHX Text

VALVE VAULT

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PROPANE PAD

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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EXISTING GRADE

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20" STORM PIPE CROSSING

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EXISTING GRADE

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8" STORM PIPE CROSSING

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15" STORM PIPE CROSSING

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10" STORM PIPE CROSSING

AutoCAD SHX Text

15" STORM PIPE CROSSING

AutoCAD SHX Text

PROPOSED 3" SDR-21 PVC RAW WATERLINE

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text

PROPOSED WELL 4 (TW5)

AutoCAD SHX Text

WELL VAULT

AutoCAD SHX Text

HYDRANT AND VALVES

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text

TRENCH PLUG STA. 14+40

AutoCAD SHX Text

TRENCH PLUG STA 11+20

AutoCAD SHX Text

TRENCH PLUG STA. 5+45

AutoCAD SHX Text

WETMORE RUN WELL DEVELOPMENT PROJECT STA. 0+00 TO 16+00 FOR

AutoCAD SHX Text 25001215.056A W-1

AutoCAD SHX Text

PROJ. MGR.:

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DESIGN:

AutoCAD SHX Text C.A.D.:

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CHECKED:

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SCALE:

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DATE:

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AS SHOWN

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ATS

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SCALE:

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

PROPOSED 3" SDR-21PVC WATERLINE

AutoCAD SHX Text

WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

WETLANDS (TYP)

AutoCAD SHX Text

EXISTING WATERLINE

AutoCAD SHX Text

MATCHLINE SHEET W-2

AutoCAD SHX Text

EXISTING COMPACTED DIRT DRIVEWAY

AutoCAD SHX Text

100-YR FLOODPLAIN (ZONE A)

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text EXISTING WELL #1 TO BE PHYSICALLY DISCONNECTED FROM WATER SYSTEM. CUT AND CAP AFTER VAULT. TWO (2) CAPS.

AutoCAD SHX Text APPROXIMATE LOCATION OF WELL #1 RAW WATER LINE. CONTRACTOR TO FIELD VERIFY LOCATION WITH AUTHORITY PRIOR TO CONSTRUCTION

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRIC 120V CIRCUIT. CONTRACTOR TO FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION

AutoCAD SHX Text APPROXIMATE LOCATION OF 2" PVC WATERLINE FROM EXISTING WELL #2. NOTE IF THIS LINE IS FOUND SUITABLE FOR USE TO CONVEY RAW WATER FROM WELL #4. IT MAY BE USED IN LIEU OF INSTALLING NEW WATERLINE

AutoCAD SHX Text A

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AutoCAD SHX Text Y

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AutoCAD SHX Text A

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AutoCAD SHX Text

ERIC S. LUNDY

AutoCAD SHX Text C

AutoCAD SHX Text

NO. 048121-E

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text H

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REGISTERED

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AutoCAD SHX Text E

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OF

AutoCAD SHX Text 6/22/26

AutoCAD SHX Text

ESL

AutoCAD SHX Text 0+00

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text

FIELD CONNECTION #1

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text Y

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AutoCAD SHX Text A

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ERIC S. LUNDY

AutoCAD SHX Text C

AutoCAD SHX Text

NO. 048121-E

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text H

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OF

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( IN FEET )

GRAPHIC SCALE

050 50 100

20025

PLAN VIEW - STA. 16+00 TO 30+00

GALETON BOROUGH

AUTHORITY

BID SET

WS WS

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SYMBOLS

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AutoCAD SHX Text

15" PIPE

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GATE

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GIS PROPERTY LINE (TYP)

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GIS PROPERTY LINE (TYP)

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BEECH FLATS LANE

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DIRT ROAD

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED 3" SDR-21 PVC RAW WATERLINE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

15" STORM PIPE CROSSING

AutoCAD SHX Text 3"x3"x4" TEE - STA. 27+47 CONNECTION TO NORTH WATERLINE

AutoCAD SHX Text

LIMIT OF OPEN TRENCH STA. 18+69

AutoCAD SHX Text

LIMIT OF OPEN TRENCH STA. 17+37

AutoCAD SHX Text

LIMIT OF OPEN TRENCH STA. 28+57

AutoCAD SHX Text

TRENCH PLUG STA. 28+90

AutoCAD SHX Text

TRENCH PLUG STA. 25+00

AutoCAD SHX Text

TRENCH PLUG STA. 20+00

AutoCAD SHX Text

PROPOSED 4" C900 PVCDR18 RAW WATERLINE

AutoCAD SHX Text

YARD HYDRANT

AutoCAD SHX Text

TRENCH PLUG STA. 27+65

AutoCAD SHX Text

BLOW-OFF HYDRANT

AutoCAD SHX Text

4" WATER MAIN VALVE STA. 28+80

AutoCAD SHX Text

3" WATER MAIN VALVE STA. 17+25

AutoCAD SHX Text

3" WATER MAIN VALVE STA. 18+84

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text

LEAK DETECTION MANHOLE

AutoCAD SHX Text

LEAK DETECTION MANHOLE

AutoCAD SHX Text

LIMIT OF OPEN TRENCH STA. 27+75

AutoCAD SHX Text

PROPOSED 3" HDPE DR18 WATERLINE

AutoCAD SHX Text

PROPOSED 4" HDPEDR18 WATERLINE

AutoCAD SHX Text

WETMORE RUN WELL DEVELOPMENT PROJECT STA. 16+00 TO 30+00 FOR

AutoCAD SHX Text 25001215.056A W-2

AutoCAD SHX Text

PROJ. MGR.:

AutoCAD SHX Text

DESIGN:

AutoCAD SHX Text C.A.D.:

AutoCAD SHX Text

CHECKED:

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SCALE:

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DATE:

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AS SHOWN

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ATS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

PROPOSED 3" SDR-21 PVC WATERLINE

AutoCAD SHX Text

WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

EXISTING WATERLINE

AutoCAD SHX Text

GP-5 - WETMORE RUN

AutoCAD SHX Text

HORIZONTAL DIRECTIONAL DRILL WATER LINE UNDER WETMORE RUN

AutoCAD SHX Text

LIMIT OF OPEN TRENCH CONSTRUCTION 50' OFFSET FROM STREAM

AutoCAD SHX Text

LIMIT OF OPEN TRENCH CONSTRUCTION 50' OFFSET FROM STREAM

AutoCAD SHX Text

GP-5 - WETMORE RUN RIGHT BRANCH

AutoCAD SHX Text

HORIZONTAL DIRECTIONAL DRILL WATER LINE UNDER WETMORE RUN

AutoCAD SHX Text

LIMIT OF OPEN TRENCH CONSTRUCTION 50' OFFSET FROM STREAM

AutoCAD SHX Text

LIMIT OF OPEN TRENCH CONSTRUCTION 50' OFFSET FROM STREAM

AutoCAD SHX Text

EX. BRIDGE

AutoCAD SHX Text

EXISTING GRAVEL BYPASS ROAD (NOT USED)

AutoCAD SHX Text

MATCHLINE SHEET W-1

AutoCAD SHX Text

MATCHLINE SHEET W-6

AutoCAD SHX Text

EX. BRIDGE

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING RAW WATER LINE FROM WETMORE RUN PRIOR TO START OF CONSTRUCTION

AutoCAD SHX Text APPROXIMATE LOCATION OF 2" PVC WATERLINE FROM EXISTING WELL #2. NOTE IF THIS LINE IS FOUND SUITABLE FOR USE TO CONVEY RAW WATER FROM WELL #4. IT MAY BE USED IN LIEU OF INSTALLING NEW WATERLINE

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text

BLOW-OFF/YARD HYDRANT

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text

PROPOSED 4" VALVE

AutoCAD SHX Text

PROPOSED 4" VALVE

AutoCAD SHX Text

PROPOSED BLOW-OFF HYDRANT

AutoCAD SHX Text A

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AutoCAD SHX Text I

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text N

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AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text

ERIC S. LUNDY

AutoCAD SHX Text C

AutoCAD SHX Text

NO. 048121-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text H

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text M

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

OF

AutoCAD SHX Text

MATCHLINE SHEET W-3

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

ESL

AutoCAD SHX Text 6/22/26

AutoCAD SHX Text

PROPOSED 3" VALVE

AutoCAD SHX Text EXISTING WELL #2 TO BE PHYSICALLY DISCONNECTED FROM WATER SYSTEM. CUT AND CAP AFTER VAULT. TWO (2) CAPS.

AutoCAD SHX Text

FIELD CONNECTION #2

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text N

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AutoCAD SHX Text A

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AutoCAD SHX Text

ERIC S. LUNDY

AutoCAD SHX Text C

AutoCAD SHX Text

NO. 048121-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text H

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED

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AutoCAD SHX Text E

AutoCAD SHX Text

OF

AutoCAD SHX Text CENTER LINE EXISTING FENCE EDGE OF RIGHT-OF-WAY CONTOUR LINE EDGE OF EASEMENT CARTWAY TREE LINE LIMIT OF DISTURBANCE PROPOSED WATER LINE EX. WATER LINE EX. WATER SERVICE LINE EX. SEWER LINE EX. SEWER LATERAL EX. OVERHEAD ELECTRIC EX. UNDERGROUND ELECTRIC EX. GAS LINE STREAM/CREEK/RIVER

AutoCAD SHX Text TURNING POINT PIN SET EXISTING MONUMENTATION UTILITY POLE ROAD SIGN LIGHT STANDARD SEWER MANHOLE UNDERGROUND ELECTRIC BOX CLEANOUT WELL WATER MAIN VALVE WATER SERVICE VALVE WATER MANHOLE BLOW-OFF HYDRANT GAS METER STORM INLET STORM PIPE

AutoCAD SHX Text

(5/8" REBAR)

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text

UE

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text V

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AutoCAD SHX Text V

AutoCAD SHX Text

GM

AutoCAD SHX Text W

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AutoCAD SHX Text D

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ESL

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE

050 50 100

20025

PLAN VIEW - STA. 30+00 TO 42+00

GALETON BOROUGH

AUTHORITY

BID SET

AutoCAD SHX Text

BEECH FLATS LANE

AutoCAD SHX Text

BEECH FLATS LANE

AutoCAD SHX Text

MOTHERS LANE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

10" STORM PIPE CROSSING

AutoCAD SHX Text

10" STORM PIPE CROSSING

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED 4" C900 PVC DR18 RAW WATERLINE

AutoCAD SHX Text

AIR RELEASE AND VALVES STA. 31+20

AutoCAD SHX Text A

AutoCAD SHX Text

TRENCH PLUG STA. 35+00

AutoCAD SHX Text

TRENCH PLUG STA. 40+00

AutoCAD SHX Text

4" WATER MAIN VALVE STA. 39+50

AutoCAD SHX Text

4" WATER MAIN VALVE STA. 34+75

AutoCAD SHX Text

TRENCH PLUG STA. 32+80

AutoCAD SHX Text

TRENCH PLUG STA. 30+90

AutoCAD SHX Text

TRENCH PLUG STA. 37+40

AutoCAD SHX Text

WETMORE RUN WELL DEVELOPMENT PROJECT STA. 30+00 TO 42+00 FOR

AutoCAD SHX Text 25001215.056A W-3

AutoCAD SHX Text

PROJ. MGR.:

AutoCAD SHX Text

DESIGN:

AutoCAD SHX Text C.A.D.:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

ATS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

PROPOSED 4" C900PVC DR18 RAW WATERLINE

AutoCAD SHX Text

WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

WETLANDS (TYP)

AutoCAD SHX Text

MATCHLINE SHEET W-2

AutoCAD SHX Text

MATCHLINE SHEET W-4

AutoCAD SHX Text

12" CPP

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text

ERIC S. LUNDY

AutoCAD SHX Text C

AutoCAD SHX Text

NO. 048121-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text H

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text M

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

OF

AutoCAD SHX Text AUTOMATIC AIR RELEASE @ HIGH POINT, PITS ARE NOT TRAFFIC RATED, INSTALL OUTSIDE OF ROADWAY

AutoCAD SHX Text A

AutoCAD SHX Text

TRENCH PLUG STA. 35+00

AutoCAD SHX Text

TRENCH PLUG STA. 40+00

AutoCAD SHX Text

PROPOSED 4" VALVE

AutoCAD SHX Text

ESL

AutoCAD SHX Text 6/22/26

AutoCAD SHX Text

PROPOSED 4" VALVE

AutoCAD SHX Text

(@ HIGH POINT)HIGH POINT)

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text I

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AutoCAD SHX Text

ERIC S. LUNDY

AutoCAD SHX Text C

AutoCAD SHX Text

NO. 048121-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text H

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REGISTERED

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OF

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ESL

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CENTURY

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE

050 50 100

20025

PLAN VIEW - STA. 41+50 TO 54+00

GALETON BOROUGH

AUTHORITY

BID SET

AutoCAD SHX Text

BEECH FLATS LANE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

42" STORM PIPE CROSSING

AutoCAD SHX Text

30" STORM PIPE CROSSING

AutoCAD SHX Text

30" STORM PIPE CROSSING

AutoCAD SHX Text

30" STORM PIPE CROSSING

AutoCAD SHX Text

15" STORM PIPE CROSSING

AutoCAD SHX Text

15" STORM PIPE CROSSING

AutoCAD SHX Text

15" STORM PIPE CROSSING

AutoCAD SHX Text

15" STORM PIPE CROSSING

AutoCAD SHX Text

PROPOSED 4" C900 PVC DR18 RAW WATERLINE

AutoCAD SHX Text

TRENCH PLUG STA. 45+00

AutoCAD SHX Text

TRENCH PLUG STA. 50+00

AutoCAD SHX Text

4" WATER MAIN VALVE STA. 47+50

AutoCAD SHX Text

AIR RELEASE AND VALVES STA. 49+14

AutoCAD SHX Text A

AutoCAD SHX Text

TRENCH PLUG STA. 51+37

AutoCAD SHX Text

TRENCH PLUG STA. 52+40

AutoCAD SHX Text

BLOW-OFF/YARD HYDRANT STA. 50+75

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TRENCH PLUG STA. 42+50

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WETMORE RUN WELL DEVELOPMENT PROJECT STA. 41+50 TO 54+00 FOR

AutoCAD SHX Text 25001215.056A W-4

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PROJ. MGR.:

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DESIGN:

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CHECKED:

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SCALE:

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DATE:

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AS SHOWN

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ATS

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SCALE:

AutoCAD SHX Text 1" = 50'

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WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

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WETLANDS (TYP)

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MATCHLINE SHEET W-3

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PROPOSED 4" VALVE

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BLOW-OFF/YARD HYDRANT

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15" CMP

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15" CMP

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15" CPP

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15" CPP

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15" CPP

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(3)-30" CPP

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42" CPP

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AutoCAD SHX Text A

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ERIC S. LUNDY

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NO. 048121-E

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text H

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REGISTERED

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OF

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15" CPP

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MATCHLINE SHEET W-5

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TRENCH PLUG STA. 45+00

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TRENCH PLUG STA. 50+00

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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ESL

AutoCAD SHX Text 6/22/26

AutoCAD SHX Text AUTOMATIC AIR RELEASE @ HIGH POINT, PITS ARE NOT TRAFFIC RATED, INSTALL OUTSIDE OF ROADWAY

AutoCAD SHX Text

(@ HIGH POINT)HIGH POINT)

AutoCAD SHX Text

PROPOSED 4" C900PVC DR18 RAW WATERLINE

AutoCAD SHX Text A

AutoCAD SHX Text P

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ERIC S. LUNDY

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NO. 048121-E

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text H

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OF

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ESL

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( IN FEET )

GRAPHIC SCALE

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20025

PLAN VIEW - STA. 54+00 TO 60+36

GALETON BOROUGH

AUTHORITY

BID SET

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300-007-001-1 GALETON BOROUGH AUTHORITY

AutoCAD SHX Text

300-007 -001A PATTERSON LUMBER COMPANY

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BEECH FLATS LANE

AutoCAD SHX Text C

AutoCAD SHX Text O

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15" STORM PIPE CROSSING

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15" STORM PIPE CROSSING

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15" STORM PIPE CROSSING

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15" STORM PIPE CROSSING

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15" STORM PIPE CROSSING

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EXISTING GRADE

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PROPOSED 4" C900 PVC DR18 RAW WATERLINE C900 PVC DR18 RAW WATERLINE

AutoCAD SHX Text

TRENCH PLUG STA. 55+00

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AIR RELEASE AND VALVES STA. 59+28

AutoCAD SHX Text A

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4" WATER MAIN VALVE STA. 60+24

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4" WATER MAIN VALVE STA. 55+10

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TRENCH PLUG STA. 59+50

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TRENCH PLUG STA. 60+10

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WETMORE RUN WELL DEVELOPMENT PROJECT STA. 54+00 TO 60+36 FOR

AutoCAD SHX Text 25001215.056A W-5

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PROJ. MGR.:

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DESIGN:

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CHECKED:

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SCALE:

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DATE:

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AS SHOWN

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ESL

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ATS

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SCALE:

AutoCAD SHX Text 1" = 50'

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EXISTING WATERLINE

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WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

MATCHLINE SHEET W-4

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EXISTING GRAVEL ROAD

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MATCHLINE SHEET C-1

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15" CPP

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15" CPP

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15" CPP

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15" CPP

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15" CPP

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18" CPP

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PROPOSED 4" VALVE

AutoCAD SHX Text A

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AutoCAD SHX Text A

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ERIC S. LUNDY

AutoCAD SHX Text C

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NO. 048121-E

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text H

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REGISTERED

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OF

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EXISTING CHEMICAL FEED BUILDING

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EXISTING BOOSTER PUMP BUILDING

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PROPOSED METER VAULT

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PROPOSED CHEMICAL INJECTION VAULT

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PROPOSED CHEMICAL INJECTION VAULT

AutoCAD SHX Text A

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TRENCH PLUG STA. 55+00

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ESL

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DRH/KMM

AutoCAD SHX Text 6/22/26

AutoCAD SHX Text

(@ HIGH POINT)HIGH POINT)

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PROPOSED 4" VALVE

AutoCAD SHX Text AUTOMATIC AIR RELEASE @ HIGH POINT, PITS ARE NOT TRAFFIC RATED, INSTALL OUTSIDE OF ROADWAY

AutoCAD SHX Text

PROPOSED 4" C900PVC DR18 RAW WATERLINE

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text Y

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AutoCAD SHX Text N

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AutoCAD SHX Text A

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ERIC S. LUNDY

AutoCAD SHX Text C

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NO. 048121-E

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ENGINEER

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PROFESSIONAL

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OF

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( IN FEET )

GRAPHIC SCALE

050 50 100

20025

PLAN VIEW - NORTH - STA. 0+00 TO 10+60

GALETON BOROUGH

AUTHORITY

BID SET

AutoCAD SHX Text

GATE

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DIRT ROAD

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DIRT ROAD

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AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text 3"x3"x4" TEE - STA. 27+56 CONNECTION TO NORTH WATERLINE

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PROPOSED WELL 3 (TW1)

AutoCAD SHX Text

PROPOSED 3" SDR-21 PVC RAW WATERLINE

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EXISTING GRADE

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EXISTING GRADE

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WELL VAULT

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HYDRANT AND VALVES

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TRENCH PLUG STA. 4+00

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TRENCH PLUG STA. 6+50

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TRENCH PLUG STA. 10+25

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WETMORE RUN WELL DEVELOPMENT PROJECT NORTH - STA. 0+00 TO 10+60 FOR

AutoCAD SHX Text 25001215.056A W-6

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PROJ. MGR.:

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DESIGN:

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CHECKED:

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SCALE:

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DATE:

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AS SHOWN

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ATS

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SCALE:

AutoCAD SHX Text 1" = 50'

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PROPOSED 3" SDR-21 PVC WATERLINE

AutoCAD SHX Text

EXISTING WATERLINE

AutoCAD SHX Text

WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

MATCHLINE SHEET W-2

AutoCAD SHX Text

EXISTING COMPACTED DIRT DRIVEWAY

AutoCAD SHX Text

100-YR FLOODPLAIN (ZONE A)

AutoCAD SHX Text APPROXIMATE LOCATION OF 2" PVC WATERLINE FROM EXISTING WELL #2. NOTE IF THIS LINE IS FOUND SUITABLE FOR USE TO CONVEY RAW WATER FROM WELL #4. IT MAY BE USED IN LIEU OF INSTALLING NEW WATERLINE

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY AND LOCATE EXISTING 2" PVC WATERLINE FROM EXISTING WELL #2 TO VALVE VAULT LOCATED ADJACENT TO FILTER PLANT.

AutoCAD SHX Text APPROXIMATE LOCATION (TYP) OF EXISTING UNDERGROUND 120VOLT CIRCUIT. CONTRACTOR TO FIELD VERIFY LOCATION PRIOR TO ANY CONSTRUCTION

AutoCAD SHX Text CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING RAW WATER LINE AND BURIED ELECTRIC LINE WITH GALETON BOROUGH AUTHORITY

AutoCAD SHX Text A

AutoCAD SHX Text P

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AutoCAD SHX Text Y

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AutoCAD SHX Text N

AutoCAD SHX Text N

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AutoCAD SHX Text A

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ERIC S. LUNDY

AutoCAD SHX Text C

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NO. 048121-E

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text H

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AutoCAD SHX Text N

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AutoCAD SHX Text A

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REGISTERED

AutoCAD SHX Text M

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AutoCAD SHX Text

OF

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PROPOSED 3" VALVE

AutoCAD SHX Text

ESL

AutoCAD SHX Text 6/22/26

AutoCAD SHX Text EXISTING WELL #2 TO BE PHYSICALLY DISCONNECTED FROM WATER SYSTEM. CUT AND CAP AFTER VAULT. TWO (2) CAPS.

AutoCAD SHX Text

ESL

AutoCAD SHX Text

DRH/KMM

AutoCAD SHX Text A

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AutoCAD SHX Text I

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AutoCAD SHX Text N

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AutoCAD SHX Text A

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ERIC S. LUNDY

AutoCAD SHX Text C

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NO. 048121-E

AutoCAD SHX Text

ENGINEER

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PROFESSIONAL

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GALETON BOROUGH

AUTHORITY

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

010 10 20

WELL #3 - PROPOSED SITE PLAN

WELL #4 - PROPOSED SITE PLAN

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BID SET

AutoCAD SHX Text H

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AutoCAD SHX Text D

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

8" CMU

AutoCAD SHX Text

4" COMPACTED 2A STONE

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text #4 @ 4'-0" O.C.

AutoCAD SHX Text

(2) #4

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4" DIAMETER PERFORATED

AutoCAD SHX Text

DRAIN (RUN TO STONE SUMP)

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6" CONCRETE SLAB WITH

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#4 @ 12" O.C., EACH WAY

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SLIP SHEET

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SLOPE 1/8" PER FOOT

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WETMORE RUN WELL DEVELOPMENT PROJECT WELL SITE PLAN FOR WELL #3 & WELL #4 FOR

AutoCAD SHX Text 25001215.056A W-7

AutoCAD SHX Text

PROJ. MGR.:

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DESIGN:

AutoCAD SHX Text C.A.D.:

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CHECKED:

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SCALE:

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DATE:

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AS SHOWN

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ATS

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WEST BRANCH TOWNSHIP, POTTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text A

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AutoCAD SHX Text Y

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AutoCAD SHX Text A

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ERIC S. LUNDY

AutoCAD SHX Text C

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NO. 048121-E

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text H

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REGISTERED

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OF

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SCALE:

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

WELL VAULT

AutoCAD SHX Text

PROPANE TANK

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

WELL #3

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

WELL #4

AutoCAD SHX Text

PROPANE TANK

AutoCAD SHX Text

WELL VAULT

AutoCAD SHX Text

CONTROL PANEL

AutoCAD SHX Text

CONTROL PANEL

AutoCAD SHX Text

10' EARTHEN ROAD

AutoCAD SHX Text

8' EARTHEN ROAD

AutoCAD SHX Text CENTER LINE EXISTING FENCE EDGE OF RIGHT-OF-WAY EXISTING CONTOUR LINE PROPOSED CONTOUR LINE EDGE OF EASEMENT CARTWAY TREE LINE LIMIT OF DISTURBANCE PROPOSE WATER LINE EX. WATER LINE EX. WATER SERVICE LINE EX. SEWER LINE EX. SEWER LATERAL EX. OVERHEAD ELECTRIC EX. UNDERGROUND ELECTRIC EX. GAS LINE STREAM/CREEK/RIVER 100 YEAR FLOODPLAIN

AutoCAD SHX Text TURNING POINT PIN SET EXISTING MONUMENTATION UTILITY POLE ROAD SIGN LIGHT STANDARD SEWER MANHOLE UNDERGROUND ELECTRIC BOX CLEANOUT WELL WATER MAIN VALVE WATER SERVICE VALVE WATER MANHOLE WATER HYDRANT GAS METER STORM INLET STORM PIPE

AutoCAD SHX Text

(5/8" REBAR)

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

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UE

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AutoCAD SHX Text

GM

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

NOTE: COMPACT SUBGRADE TO 98% WITH NO MOVEMENT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

%%UGRAVEL PARKING AREA SECTION

AutoCAD SHX Text

6" 2A MODIFIED CRUSHED STONE OR SHALE-COMPACTED

AutoCAD SHX Text

TYPICAL CONCRETE PAD

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text W

AutoCAD SHX Text M

AutoCAD SHX Text V

AutoCAD SHX Text

CONCRETE PAD (3'X5') ELEVATION = 1562.5'

AutoCAD SHX Text

CONCRETE PAD (4'X12') ELEVATION = 1562.5'

AutoCAD SHX Text CONCRETE PAD (28"x61") ELEVATION = 1562.0'

AutoCAD SHX Text

5/8" REBAR BENCHMARK ELEVATION = 1561.67'

AutoCAD SHX Text

5/8" REBAR BENCHMARK ELEVATION = 1563.81'

AutoCAD SHX Text

CONCRETE PAD (3'X5') ELEVATION = 1559.0'

AutoCAD SHX Text

CONCRETE PAD (4'X12') ELEVATION = 1558.0'

AutoCAD SHX Text CONCRETE PAD (28"x61") ELEVATION = 1558.5'

AutoCAD SHX Text W

AutoCAD SHX Text M

AutoCAD SHX Text V

AutoCAD SHX Text W

AutoCAD SHX Text M

AutoCAD SHX Text V

AutoCAD SHX Text W

AutoCAD SHX Text M

AutoCAD SHX Text V

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

APPROXIMATE LOCATION OF UTILITY POWER DROP POLE WITH GUY WIRE

AutoCAD SHX Text

POSSIBLE LOCATION OF UNDERGROUND SERVICE TO ELECTRIC PANEL

AutoCAD SHX Text

NEW FROST FREE YARD HYDRANT

AutoCAD SHX Text

CURB STOP & BOX FOR 1" P.E. SERVICE LINE FOR YARD HYDRANT

AutoCAD SHX Text APPROXIMATE NEW OVERHEAD BY UTILITY COMPANY - SEE SHEET W-1 FOR APPROXIMATE ROUTING OF NEW OVERHEAD

AutoCAD SHX Text

NEW FROST FREE YARD HYDRANT

AutoCAD SHX Text

CURB STOP & BOX FOR 1" P.E. SERVICE LINE FOR YARD HYDRANT

AutoCAD SHX Text

ESL

AutoCAD SHX Text 6/22/26

AutoCAD SHX Text

ESL

AutoCAD SHX Text

DRH/KMM

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text Y

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AutoCAD SHX Text A

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AutoCAD SHX Text L

AutoCAD SHX Text O

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AutoCAD SHX Text

ERIC S. LUNDY

AutoCAD SHX Text C

AutoCAD SHX Text

NO. 048121-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text H

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AutoCAD SHX Text N

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AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED

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U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W W W W W W W W C

C

C

C

W

W

W

W

W

W

W

A A A A A A A A A A A A A A A A A A A A A A A A A

OHE

OHE

OHE

OHE

W

W W

W W

W W

W W

W W

W W

W W

W

W W

W W

W W

W W W

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

010 10 20

CENTURY

E N G I N E E R I N G

W

N

S

NE

SE

SW

NW

E

GALETON BOROUGH

AUTHORITY

NOTE

·PROPOSED METER VAULT

SEE SHEET C-2

PROPOSED CHEMICAL

INJECTION VAULT

SEE SHEET C-2

PROPOSED 4" PVC SLEEVE FOR

CHEMICAL INJECTION LINES.

SEE SHEET C-3

PROPOSED RAW WATER

SAMPLE LINE

CHLORINE CONTACT

PIPE CONFIGURATION

BID SET

PIPE END VIEW #1

WS WS

W W

OHE OHE

X X X

UE UE

SL SL

S S

G G

SYMBOLS

W W

PIPE END VIEW #2

AutoCAD SHX Text

300-007-001-1 GALETON BOROUGH AUTHORITY

AutoCAD SHX Text

EXISTING BOOSTER PUMP BUILDING

AutoCAD SHX Text

EXISTING CHEMICAL FEED ROOM

AutoCAD SHX Text

EXISTING CONTACT VALVE VAULT

AutoCAD SHX Text

EXISTING 48" CHLORINE CONTACT TANK

AutoCAD SHX Text

3" POST WITH 1/2" PVC

AutoCAD SHX Text

EXISTING GENERATOR

AutoCAD SHX Text

EX. PROPANE TANK

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

EXISTING METER VAULT

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

EXISTING 6" PVC WATERLINE TO BOROUGH OF GALETON

AutoCAD SHX Text

EXISTING 6" PVC WATERLINE

AutoCAD SHX Text

EXISTING 6" PVC WATERLINE

AutoCAD SHX Text

EXISTING GRAVEL DRIVE

AutoCAD SHX Text

BEECH FLATS LANE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

APPROXIMATE LOCATION OF PROPERTY LINE

AutoCAD SHX Text

EXISTING ABANDONED 6" CIP WATERLINE

AutoCAD SHX Text

EXISTING SCADA ROOM

AutoCAD SHX Text

EXISTING CHEMICAL INJECTION LINE

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text

194059.56 C-1

AutoCAD SHX…

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