2-Lot 12-Proposed Waterline (2026-08-07).pdf
PDF 233 KB Posted
- Attached to
- Highridge Business Park Project
- Solicitation number
- Not on record
- Issued by
- Somerset County, Pennsylvania
About this file
This is a proposed waterline design drawing for Lot 12 of the Highridge Business Park project developed by the Schuylkill Economic Development Corporation (SEDCO) in Foster Township, Schuylkill County, Pennsylvania. The project involves the installation of approximately 180 linear feet of 42-inch high-density polyethylene (HDPE) pipe at a 1.4% grade, along with a 12-inch water service line extending approximately 155 linear feet that includes an open cut section beneath existing gas and sewer infrastructure. The design incorporates a wet tap connection to the existing water main, a meter pit with a 12-inch water service cap, water valve installation, and a future connection stub extending 100 feet west with appropriate thrust blocks and pipe clearances. The drawing includes a cross-sectional profile (Section L-L) showing existing utility locations and depth requirements, with pipe cover depths ranging from 4 to 5 feet and 18-inch clearances maintained from other utilities. The design was prepared by WJ P Engineers of Pottsville, Pennsylvania, with revisions completed on August 5 and August 7, 2026, following review meetings with the Schuylkill County Municipal Authority (S.C.M.A.).
All work shall be performed in accordance with S.C.M.A. standards and specifications, utilizing Class 54 zinc-coated ductile iron pipe, fittings, and appurtenances. The tapping sleeve, valve, and wet tap connection must be completed by S.C.M.A., while all bends require thrust blocks and traffic control shall conform to PennDOT standards. Road restoration must match existing conditions, and all valves shall be installed as open right. The project was designed by the S.C.M.A. and is part of the larger Highridge Business Park development for which sealed proposals were due by September 7, 2026.
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F:\0473\Lot 12\0473-1 - Lot 12.dwg, 8/7/2026 1:56:03 PM, DWG To PDF.pc3
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180 LF 42" HDPE @ 1.4%
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PPL 39093 S 50668
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12 WET" TAP
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12" WATER SERVICE CAP
AutoCAD SHX Text WATER SERVICE: OPEN CUT UNDER GAS/ GRAVITY SEWER/FORCE SEWER TOTAL LENGTH: APPROX. 155 LF
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METER PIT
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C/L OF DRIVEWAY LANE
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FUTURE
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WV
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WV
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WV
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SECTION L-L VERTICAL SCALE: 1"=10' HORIZONTAL SCALE: 1"=10' (LOOKING WEST)
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EXISTING GRADE
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EXISTING FORCE MAIN
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EXISTING SEWER LINE ELEV: 1581.4
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EXISTING GAS LINE
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EXISTING WATER LINE
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PROPOSED DRIVWAY
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KEYSTONE BOULEVARD
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PROPOSED WATER VALVE
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42" PIPEELEV: 1083.5 INSTALLED AFTER WATER LINE
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EXISTING SWALE
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PROPOSED 12" WATER SERVICE
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EDGE OF DRIVEWAY
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12" PIPE
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12" CAP AT FUTURE METER PIT
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18" PIPE CLEARANCE
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18" PIPE CLEARANCE
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5' PIPE COVER
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FUTURE METER PIT
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RESTORE PAVEMENT SECTION
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5' COVER
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18" PIPE CLEARANCE
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4' COVER
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SHEET NO.
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APPROVED BY
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DRAWN BY
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SCALE
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DATE
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DRAWING NO.
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BY
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DESCRIPTION
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DATE
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REVISION
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SCHUYLKILL ECONOMIC DEVELOPMENT CORPORATION
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PROPOSED COMMERCIAL/INDUSTRIAL
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LOT 12
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FOSTER TOWNSHIP
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SCHUYLKILL COUNTY, PA
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CMP
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RNY
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0473-WS
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PROPOSED WATER SERVICE
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REVISED PER MEETING WITH S.C.M.A.
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CMP
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REVISED PER S.C.M.A. REVIEW
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CMP
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RICHARD N. YUTKO
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ENGINEER
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PROFESSIONAL
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REGISTERED
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%%UGRAPHIC SCALE
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AutoCAD SHX Text PLAN NOTES: : WATER SERVICE DESIGN BY S.C.M.A. ALL WORK IN ACCORDANCE WITH S.C.M.A. STANDARDS. TAPPING SLEEVE AND VALVE, WET TAP TO BE COMPLETED BY S.C.M.A. ALL BENDS SHALL HAVE THRUST BLOCKS. THE STUB TO THE WEST SHALL ALSO HAVE A THRUST BLOCK. PLEASE NOTE ALL VALVES SHALL BE OPEN RIGHT. MATERIAL SHALL BE CLASS 54 ZINC COATED; DUCTILE IRON PIPE, FITTINGS & APPURTENANCES. OPEN CUT CONSTRUCTION, ALL TRAFFIC CONTROL PER PENNDOT STANDARDS. ROAD RESTORATION TO MATCH EXISTING.
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PLAN VIEW SCALE: 1"=10'
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PLAN VIEW SCALE: 1"=10'
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