1-West Abbott Street Drawings - 5.22.26.pdf

PDF 4 MB Posted May 23, 2026

Attached to: 2026 West Abbott Street Water System Improvements Project
Solicitation number: Not on record
Issued by: Carbon County, Pennsylvania

About this file

Written by GovTribe AI · May 25, 2026

This is a set of engineering drawings and specifications prepared by Systems Design Engineering, Inc. for the Lansford-Coaldale Joint Water Authority in Lansford Borough, Carbon County, Pennsylvania, for the 2026 West Abbott Street Water System Improvement Project. The project consists of replacing approximately 570 linear feet of existing four-inch water main with new twelve-inch ductile iron pipe (DIP), including the installation of new valves, gate valves, fire hydrants, and 28 new three-quarter inch copper service connections. The drawings include overall plans, plan and profile sheets, enlargements, and detailed construction specifications for water main installation, hydrant assemblies, valve boxes, service connections, and pavement restoration. All water line construction must comply with Lansford-Coaldale Joint Water Authority regulations and Pennsylvania Department of Environmental Protection standards, utilizing Class 52 DIP pipe with mechanical joints and concrete thrust blocks at bends and fittings. The existing water main and related infrastructure are to be abandoned in place following installation and testing of new lines. Bid submission deadline is June 22, 2026 at 12:00 P.M., with bids to be reviewed at the Authority's public meeting on June 24, 2026.

The project is partially funded through a Federal Grant from the U.S. Environmental Protection Agency (EPA) Community Grant Program sponsored by U.S. Congresswoman Susan Wild. Bidders must submit bid security equal to ten percent of the bid amount, and the successful contractor will be required to provide both performance and payment bonds as specified in the contract documents. All construction work must comply with EPA grant conditions and requirements. The contractor bears responsibility for verifying existing utility locations prior to excavation, coordinating with utility companies for any necessary relocations, maintaining positive drainage at all intersections, and completing all adjustments to utilities prior to final paving. Pennsylvania's one-call system notification requirements mandate a minimum of three working days notice before excavation or demolition activities commence.

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LANSFORD-COALDALE JOINT WATER AUTHORITY

PREPARED BY:

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

LANSFORD BOROUGH, CARBON COUNTY, PENNSYLVANIA

DRAWING INDEX

NO. DESCRIPTION

G101 TITLE SHEET

C101 OVERALL PLAN

C402 PLAN AND PROFILE

C403 PLAN AND PROFILE

C404 ENLARGEMENTS

C501 DETAILS

LOCATION MAP

PENNSYLVANIA ONE CALL SYSTEM, INC.

925 IRWIN RUN ROAD

WEST MIFFLIN, PENNSYLVANIA

15122-1078

BEFORE YOU DIG ANYWHERE IN

PENNSYLVANIA CALL 1-800-242-1776

NON-MEMBERS MUST BE CONTACTED DIRECTLY

PA LAW REQUIRES THREE WORKING DAYS

NOTICE TO UTILITIES BEFORE YOU EXCAVATE,

DRILL, BLAST OR DEMOLISH

SERIAL NO. :

20261341001 (5/14/2026)

NOTES:

1. SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED

A DESIGN NOTIFICATION IN COMPLIANCE WITH PENNSYLVANIA

ACT 287 OF 1974 AS AMENDED. SDE MAKES NO

REPRESENTATION OR GUARANTEE THAT THE INFORMATION

RECEIVED IN RESPONSE TO THE NOTIFICATION AND AS

DEPICTED ON THESE DRAWINGS IS ACCURATE OR COMPLETE.

SDE IS DEPICTING THIS INFORMATION ON THESE DRAWINGS

PURSUANT TO THE REQUIREMENTS OF ACT 287 OF 1974 AS

AMENDED.

2. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON

THESE DRAWINGS ARE APPROXIMATE, AND ARE BASED ON

ABOVE-GROUND OBSERVATIONS, FACILITY OWNER RESPONSES

AND/OR FROM BEST AVAILABLE DRAWING INFORMATION.

3. EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN

ONLY BE DETERMINED BY EXCAVATION AND/OR SUBSURFACE

EXPLORATION, WHICH IS NOT PART OF THIS CONTRACT, NOR IS

SUCH WORK LISTED UNDER "RESPONSIBILITIES OF A DESIGNER"

AT SECTION 4. OF ACT 287 OF 1974 AS AMENDED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY

WITH ACT 287 OF 1974 AS AMENDED, AND TO CONTACT THE

"ONE-CALL SYSTEM" NOT LESS THAN THREE (3) BUSINESS DAYS

NOR MORE THAN TEN (10) BUSINESS DAYS IN ADVANCE OF

EXCAVATION OR DEMOLITION WORK.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE WITH THE APPROPRIATE UTILITY THE REMOVAL,

ABANDONMENT, RELOCATION, INSTALLATION OR

CONNECTION TO ANY PUBLIC UTILITY (GAS, ELECTRIC,

TELEPHONE, CABLE TV, FIBER OPTIC COMMUNICATIONS, ETC.)

6. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE

VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR

CONTRACTOR PRIOR TO ANY EXCAVATION OR DEMOLITION

WORK.

7. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS

SITE MUST CONFORM TO ALL LOCAL, STATE AND FEDERAL

REGULATIONS, AS WELL AS ANY DEED OR OTHER RESTRICTIONS

IN EFFECT AT THE TIME OF OPERATION.

Know what s below' .

Call before you dig.811

MAY 2026

SITE

2026 WEST ABBOTT STREET WATER SYSTEM IMPROVEMENT PROJECT

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AutoCAD SHX Text PROJECT NOTES: 1. ALL WATER LINE CONSTRUCTION, TESTING AND DISINFECTION SHALL BE IN ALL WATER LINE CONSTRUCTION, TESTING AND DISINFECTION SHALL BE IN ACCORDANCE WITH THE RULES, REGULATIONS AND SPECIFICATIONS OF LANSFORD-COALDALE JOINT WATER AUTHORITY AND PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 2. ALL WATER MAINS SHALL BE CONSTRUCTED OF CLASS 52 D.I.P. ALL PIPING ALL WATER MAINS SHALL BE CONSTRUCTED OF CLASS 52 D.I.P. ALL PIPING MUST BE NF61 AND NFS-61 APPROVED AND CONSTRUCTED, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH PADEP DESIGN MANUAL AND AWWA C151-05 AND C651-05 STANDARDS LATEST EDITION. 3. ALL SERVICE LINES SHALL BE CONSTRUCTED OF 3/4", TYPE K, COPPER PIPE. ALL SERVICE LINES SHALL BE CONSTRUCTED OF 3/4", TYPE K, COPPER PIPE. ALL SERVICE LINES SHALL BE CONSTRUCTED AS PER ASTM STANDARD B.88. 4. MECHANICAL JOINT PIPE AND CONCRETE THRUST BLOCKS SHALL BE USED AT MECHANICAL JOINT PIPE AND CONCRETE THRUST BLOCKS SHALL BE USED AT ALL BENDS, TEES, CAPPED OR VALVED FITTINGS, TIE-INS WITH EXISTING WATER LINES AND WHERE DIRECTED BY THE AUTHORITY AND/OR ENGINEER. ALL TIE-INS WITH EXISTING WATER LINES SHALL BE MADE UTILIZING DIP w/ MECHANICAL RESTRAINING JOINTS. THRUST BLOCKS ARE NOT SHOWN FOR CLARITY. 5. AFTER THE NEW LINES, VALVES AND SERVICES HAVE BEEN INSTALLED, TESTED AFTER THE NEW LINES, VALVES AND SERVICES HAVE BEEN INSTALLED, TESTED AND DISINFECTED THE EXISTING LINES, VALVE MANHOLES, HYDRANTS, SERVICES AND VALVES SHALL BE ABANDONED IN PLACE. ALL CONES, FRAMES, RISERS ON WATER MANHOLES, VALVES AND CURB STOPS SHALL BE REMOVED AND/OR FILLED w/ FLOWABLE FILL TO EXISTING GRADE AS DIRECTED BY THE AUTHORITY AND/OR ENGINEER. ALL VALVES TO BE CLOSED PRIOR TO FILLING WITH FLOWABLE FILL. 6. ALL EXISTING HYDRANT ASSEMBLIES SHALL BE REMOVED AS SHOWN, UNLESS ALL EXISTING HYDRANT ASSEMBLIES SHALL BE REMOVED AS SHOWN, UNLESS OTHERWISE NOTED AND THE EXISTING HYDRANT BRANCH PIPE SHALL BE CUT AND FITTED WITH AN MJ CAP WITH CONCRETE THRUST BLOCK. COVER AND RISERS SHALL BE REMOVED AND FILLED WITH FLOWABLE FILL. 7. ALL WATER MAINS SHALL BE MARKED WITH 6" METALLIC DETECTABLE WARNING ALL WATER MAINS SHALL BE MARKED WITH 6" METALLIC DETECTABLE WARNING TAPE ("WATER") WHICH SHALL BE INSTALLED IN THE TRENCH 12" - 18" BELOW FINISHED GRADE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADJUSTMENTS TO UTILITIES PRIOR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADJUSTMENTS TO UTILITIES PRIOR TO PAVING. CONTRACTOR SHALL MAINTAIN EXISTING POSITIVE DRAINAGE AT ALL INTERSECTIONS ENCOUNTERED WITHIN THE LIMITS OF THE WORK. 9. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THE DRAWINGS ARE THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THE DRAWINGS ARE APPROXIMATE AND ARE BASED ON ABOVE GROUND OBSERVATIONS, FACILITY OWNER RESPONSES AND/OR EXISTING INFORMATION SHOWN ON PREVIOUS DRAWINGS OF THE WATER SYSTEM. CONTRACTOR SHALL VERIFY EXISTING UTILITY LINE SIZES AND LOCATIONS PRIOR TO CONSTRUCTION OF THE PROPOSED WATER MAIN AND RELATED FACILITIES.

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PROPOSED DIP WATER MAIN

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SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

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2-C101.DWG

WEST ABBOTT STREET WATER SYSTEM

IMPROVEMENT PROJECT

LANSFORD BOROUGH CARBON COUNTY PENNSYLVANIA

LANSFORD-COALDALE JOINT WATER AUTHORITY

D-25-1095-0223-C101

OVERALL PLAN

1" = 50'

MAL

5/19/2026

GRAPHIC SCALE

50 0

1" = 50'

25 50 100

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W. ABBOTT STREET

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STREET

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SHARPE

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12" DIP

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AS-BUILT 2024 PROJECT: CORTRIGHT ST. TO SHARPE ST.

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2026 PROJECT: SHARPE ST. TO CENTRE ST.

NOTES: : 1. SOME EXISTING SANITARY SEWER MANHOLES AND WATER VALVES SOME EXISTING SANITARY SEWER MANHOLES AND WATER VALVES APPEAR TO HAVE BEEN PAVED OVER AND COULD NOT BE OPENED BY SDE'S FIELD SURVEYOR. IN CASES WHERE EXISTING WATER VALVES WERE NOT VISIBLE, THE LOCATION AND INFORMATION SHOWN IS BASED ON DRAWINGS PREPARED BY EDWARD J. GAYDOS INC., LAST REVISED IN JANUARY 2003.

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BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

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3-C401.DWG

WEST ABBOTT STREET WATER SYSTEM

IMPROVEMENT PROJECT

LANSFORD BOROUGH CARBON COUNTY PENNSYLVANIA

LANSFORD-COALDALE JOINT WATER AUTHORITY

D-25-1095-0223-C402

PLAN AND PROFILE

AS NOTED

MAL

10/17/2025

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INLET TG 1127.32 INV 1125.82

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AMANDA E. MANN DB. 2525, PG. 210 321 W. ABBOTT ST.

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CRUST PARTNERS LLC DB. 2602, PG. 753 319 W. ABBOTT ST.

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FABIO I. GONZALEZ DB. 2196, PG. 710 317 W. ABBOTT ST.

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MIGDALIA TORRES DB. 2060, PG. 146 311 W. ABBOTT ST.

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JOHN V. CONAHAM & KARA L. FOCHT DB. 1400, PG. 795 239 W. ABBOTT ST.

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CRAIG WALTERS DB. 1105, PG. 442 237 W. ABBOTT ST.

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TERI L. ACKER & RONALD DERR DB. 2614, PG. 066 235 W. ABBOTT ST.

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JAT CONSTRUCTION AND DEVELOPMENT LLC DB. 2779, PG. 078 233 W. ABBOTT ST.

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TRISHA M. BURKE DB. 1425, PG. 934 227 W. ABBOTT ST.

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KATHY MCLAUGHLIN & ISIDORE RUIZ DB. 2083, PG. 591 225 W. ABBOTT ST.

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KIM ANITA & MICHELE NOVAK DB. 2783, PG. 752 228 W. ABBOTT ST.

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STANLEY J. PORAMBO DB. 1256, PG. 407 230 W. ABBOTT ST.

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STANLEY J. PORAMBO DB. 1274, PG. 070 234-236 W. ABBOTT ST.

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BRUCE ROMIG DB. 2118, PG. 459 238 W. ABBOTT ST.

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MICHAEL A. DOYLE DB. 490, PG. 812 247 W. ABBOTT ST.

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MICHAEL D. GIENIEC SR. DB. 2459, PG. 244 W. ABBOTT ST.

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TERRY BONO DB. 1113, PG. 711 302-304 W. ABBOTT ST.

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JUAN RAMON VELAZQUEZ DB. 2662, PG. 770 306 W. ABBOTT ST.

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GEORGE J. JR. & CYNTHIA G. FAIRLEY DB. 374, PG. 239 314 W. ABBOTT ST.

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START 2026 PROJECT

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END 2024 PROJECT

AutoCAD SHX Text NOTE: SOME EXISTING SANITARY SEWER MANHOLES AND WATER VALVES APPEAR TO HAVE BEEN PAVED OVER AND COULD NOT BE OPENED BY SDE'S FIELD SURVEYOR. IN CASES WHERE EXISTING WATER VALVES WERE NOT VISIBLE, THE LOCATION AND INFORMATION SHOWN IS BASED ON DRAWINGS PREPARED BY EDWARD J. GAYDOS INC., LAST REVISED IN JANUARY 2003.

CONTRACTOR TO REMOVE ELBOW AND REDUCER, AND TIE PROPOSED 12" DIP WATER MAIN INTO EXISTING 12" DIP WATER MAIN

W W W W W W W W W W W W W W W W

WWWWWWWW

S S

S S S S S S S S S S S S S S S

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\L an sf or d -C oa ld al e

\2 5-

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S ys te m

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\D ra w in gs \S he et s\ 3-

d w g

P M B y:

"M ig ue ll"

3-C401.DWG

WEST ABBOTT STREET WATER SYSTEM

IMPROVEMENT PROJECT

LANSFORD BOROUGH CARBON COUNTY PENNSYLVANIA

LANSFORD-COALDALE JOINT WATER AUTHORITY

D-25-1095-0223-C403

PLAN AND PROFILE

AS NOTED

MAL

10/17/2025

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AutoCAD SHX Text Y

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W. ABBOTT STREET

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CENTRE

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STREET

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CTCO 21 POLE

AutoCAD SHX Text PPL 51525n24678 POLE

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UTIL. POLE

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ASPHALT

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INLET TG 1131.27 INV 1129.67

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INLET TG 1130.78 INV 1128.68

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INLET TG 1131.24 INV 1129.34

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INLET TG 1130.06 INV 1128.31

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INLET TG 1130.65 INV 1128.10 INV 1127.20 INV OUT 1128.65

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INLET TG 1129.36 INV 1124.66

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INLET TG 1128.95 FILLED W/ DEBRIS

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INLET TG 1128.73 INV 1126.63

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SIGN

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STOP/ STREET SIGNS

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STOP SIGN

AutoCAD SHX Text PPL 51533n24683 POLE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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SAN MH A-54 RIM 1115.95 INV 1110.75 INV 110.70 INV OUT 1110.35

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MH W/WV RIM 1115.95

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4"/W (TYP.)

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GRASS

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GRASS

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GRASS

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GRASS

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STEPS

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RAMP

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STEPS

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STEPS

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STEPS

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CONCRETE

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WALL

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WALL

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EDGE OF CONC

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KATHY MCLAUGHLIN & ISIDORE RUIZ DB. 2083, PG. 591 225 W. ABBOTT ST.

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JOSE & GEORGIA ROLDAN DB. 1332, PG. 642 223 W. ABBOTT ST.

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JOSE & GEORGIA ROLDAN DB. 1394, PG. 764 221 W. ABBOTT ST.

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ROBERT J. & MARY JEAN SOLTIS DB. 1358, PG. 178 217 W. ABBOTT ST.

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MICHAEL WIEAND & TIFFANY BURGER DB. 2618, PG. 042 215 W. ABBOTT ST.

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SCOTT REESE & JENNIFER L. WIEIKEL DB. 1214, PG. 061 213 W. ABBOTT ST.

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JOSEPH J. FITTOS III DB. 1885, PG. 232 211 W. ABBOTT ST.

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JOHN V. MATULA JR. DB. 938, PG. 574 207-209 W. ABBOTT ST.

AutoCAD SHX Text

NICOLE LANG DB. 2681, PG. 613 205 W. ABBOTT ST.

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KEVIN A. LARRY SR. DB. 1398, PG. 437 203 W. ABBOTT ST.

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STACEY M. FAUSNER DB. 2608, PG. 656 201 W. ABBOTT ST.

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ELIZABETH L. RICHARDS DB. 577, PG. 523 45 CENTER ST.

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BORRE JIAO LLC & MARVERPEN DB. 2768, PG. 735 158 W. ABBOTT ST.

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BORRE JIAO LLC & MARVERPEN DB. 2768, PG. 739 160 W. ABBOTT ST.

AutoCAD SHX Text

LANSFORD HISTORICAL SOCIETY DB. 2320, PG. 781 208 W. ABBOTT ST.

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DEBRA MICHLOVSKY & RENEE FOOSE DB. 2313, PG. 843 214 W. ABBOTT ST.

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DEBRA MICHLOVSKY & RENEE FOOSE DB. 2415, PG. 945 216 W. ABBOTT ST.

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KEVIN DONNELLY DB. 1677, PG. 723 218 W. ABBOTT ST.

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AARON J. UFHOLCZ DB. 2533, PG. 240 220 W. ABBOTT ST.

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ROBERT W. CLEWELL DB. 2068, PG. 202 222 W. ABBOTT ST.

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DIANE & GEORGIA ROLDAN DB. 2293, PG. 942 224 W. ABBOTT ST.

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TOPOGRAPHICAL BUILDING LINE

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TOPOGRAPHICAL BUILDING LINE

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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GARAGE

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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4" DIP

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4" DIP

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WALL

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WALL

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WALL

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WALL

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WALL

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WALL

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WALL

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EDGE OF CONC

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EDGE OF CONC

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EDGE OF CONC

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EDGE OF CONC

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SAN MH A-54

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15"VCP

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15"VCP

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8"VCP

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AutoCAD SHX Text 10" C.I.

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12" PVC

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8" PVC

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18" PVC

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CONCRETE

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CONCRETE

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6" PVC

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10" PVC

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EDGE OF CONC

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EDGE OF CONC

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EXISTING 4" LINE TO BE ABANDONED IN PLACE

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INSTALL NEW HYDRANT ASSEMBLY SEE DETAIL SHEET C501

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REMOVE EXISTING HYDRANT ASSEMBLY

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12" DIP WATER MAIN

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TIE INTO EXISTING 4" MAIN

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TIE INTO EXISTING 4" MAIN

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3/4" COPPER SERVICE LINE (TYP.)

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INSTALL NEW 12" DIP WATER MAIN

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SEE SHEET C405 FOR ENLARGED PLAN OF THIS AREA

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APPROXIMATE 15" VCP

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EXISTING GRADE

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CENTRE STREET

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PROPOSED 12" DIP WATER MAIN

AutoCAD SHX Text TIE-IN w/ EXISTING 4" DIP WATER LINE

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4" DIP

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PROPOSED 12" X 4" REDUCER

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PROPOSED HYDRANT ASSEMBLY

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PROPOSED 12" VALVES

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PROPOSED 12" TEE

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NORTH

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PROFILE

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HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4'

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PLAN

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SCALE: 1" = 20'

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MATCH LINE C202

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MATCH LINE C402

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GRAPHIC SCALE

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AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

END 2026 PROJECT

NOTE: SOME EXISTING SANITARY SEWER MANHOLES AND WATER VALVES APPEAR TO HAVE BEEN PAVED OVER AND COULD NOT BE OPENED BY SDE'S FIELD SURVEYOR. IN CASES WHERE EXISTING WATER VALVES WERE NOT VISIBLE, THE LOCATION AND INFORMATION SHOWN IS BASED ON DRAWINGS PREPARED BY EDWARD J. GAYDOS INC., LAST REVISED IN JANUARY 2003.

W W W W W W W

W W

W W W W W W W

S S

S S S S S S S S S S S S S S S S S

W W W W W W W

W W

WVWV WV

RED.

W W W W W W W

W W

S S

S S S S S S SS

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\L an sf or d -C oa ld al e

\2 5-

-0

W at er

S ys te m

Im p.

P ro je ct

\D ra w in gs \S he et s\ 3-

d w g

P M B y:

"M ig ue ll"

3-C401.DWG

WEST ABBOTT STREET WATER SYSTEM

IMPROVEMENT PROJECT

LANSFORD BOROUGH CARBON COUNTY PENNSYLVANIA

LANSFORD-COALDALE JOINT WATER AUTHORITY

D-25-1095-0223-C404

ENLARGEMENTS

AS NOTED

MAL

10/17/2025

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text PPL 51482n24655 POLE

AutoCAD SHX Text PPL 51489n24645 POLE

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INLET TG 1127.32 INV 1125.82

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INLET TG 1127.35 INV 1124.90

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INLET TG 1126.23 INV 1124.58 INV 1124.33

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INLET TG 1127.22 INV 1124.32 INV 1124.47

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INLET TG 1126.45 INV 1124.05

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INLET TG 1125.52 INV 1123.12

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STOP/ ONE WAY SIGNS

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STOP/ONE WAY SIGNS

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CONCRETE

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CONCRETE

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CONCRETE

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GRASS

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GRAVEL

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ASPHALT

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GRAVEL

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STEPS

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STEP

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WALL

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EDGE OF CONC

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EDGE OF CONC

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WALL

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STEPS

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KATHRYN A. MALANIK DB. 2187, PG. 534 303 W. ABBOTT ST.

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DIANE MONTALBINE DB. 2719, PG. 521 301 W. ABBOTT ST.

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DIANE MONTALBINE DB. 2719, PG. 521 301 W. ABBOTT ST.

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RICHARD E. FORGAY II DB. 1629, PG. 728 243 W. ABBOTT ST.

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TOPOGRAPHICAL BUILDING LINE

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TOPOGRAPHICAL BUILDING LINE

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SAN MH RIM 1126.07 INV 122.32

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BUILDING

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BUILDING

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BUILDING

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GARAGE

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BUILDING

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GARAGE

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POLE

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4" DIP

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FENCE

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24"VCP

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24"VCP

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

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CONCRETE

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MH SAN A-52 RIM 1125.91 INV 1117.11

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10" PVC

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10" PVC

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10" PVC

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10" PVC

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EDGE OF CONC

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EDGE OF CONC

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6" DIP

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12" DIP

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ASPHALT

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INLET TG 1131.27 INV 1129.67

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INLET TG 1130.78 INV 1128.68

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INLET TG 1131.24 INV 1129.34

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INLET TG 1130.06 INV 1128.31

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INLET TG 1130.65 INV 1128.10 INV 1127.20 INV OUT 1128.65

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INLET TG 1129.36 INV 1124.66

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INLET TG 1128.95 FILLED W/ DEBRIS

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INLET TG 1128.73 INV 1126.63

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STOP/ STREET SIGNS

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STOP SIGN

AutoCAD SHX Text PPL 51533n24683 POLE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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SAN MH A-54 RIM 1115.95 INV 1110.75 INV 110.70 INV OUT 1110.35

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MH W/WV RIM 1115.95

AutoCAD SHX Text 4"/W

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GRASS

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STEPS

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STEPS

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STEPS

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RAMP

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STEPS

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CONCRETE

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KEVIN A. LARRY SR. DB. 1398, PG. 437 203 W. ABBOTT ST.

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STACEY M. FAUSNER DB. 2608, PG. 656 201 W. ABBOTT ST.

AutoCAD SHX Text

ELIZABETH L. RICHARDS DB. 577, PG. 523 45 CENTER ST.

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BORRE JIAO LLC & MARVERPEN DB. 2768, PG. 735 158 W. ABBOTT ST.

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BORRE JIAO LLC & MARVERPEN DB. 2768, PG. 739 160 W. ABBOTT ST.

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TOPOGRAPHICAL BUILDING LINE

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TOPOGRAPHICAL BUILDING LINE

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BUILDING

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GARAGE

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4" DIP

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WALL

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EDGE OF CONC

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EDGE OF CONC

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EDGE OF CONC

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EDGE OF CONC

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SAN MH A-54

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15"VCP

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8"VCP

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12" PVC

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8" PVC

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18" PVC

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CONCRETE

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6" PVC

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10" PVC

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EDGE OF CONC

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EDGE OF CONC

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EXISTING 4" LINE TO BE ABANDONED IN PLACE

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INSTALL NEW HYDRANT ASSEMBLY SEE DETAIL SHEET C501

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REMOVE EXISTING HYDRANT ASSEMBLY

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12" DIP WATER MAIN

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TIE INTO EXISTING 4" MAIN

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TIE INTO EXISTING 4" MAIN

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NORTH

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GRAPHIC SCALE

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AutoCAD SHX Text 1" = 10'

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REMOVE EXISTING HYDRANT ASSEMBLY

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W. ABBOTT STREET AND SHARPE STREET

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SCALE: 1" = 10'

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PROPOSED 12" DIP WATER MAIN

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STREET

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W. ABBOTT

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STREET

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SHARPE

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CAP EXISTING 4" LINE AND ABANDON IN PLACE

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START 2026 PROJECT

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END 2024 PROJECT

AutoCAD SHX Text CONTRACTOR TO REMOVE ELBOW AND REDUCER, AND TIE THE PROPOSED 12" DIP WATER MAIN INTO THE EXISTING 12" DIP WATER MAIN

AutoCAD SHX Text

REMOVE EXISTING 4" 45° ELBOW

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12" DIP WATER MAIN

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NORTH

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4" DIP 45° ELBOW(2 PLC'S)

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12" DIP WATER MAIN

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W. ABBOTT STREET AND CENTRE STREET

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SCALE: 1" = 10'

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STREET

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W. ABBOTT

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4" DIP 45° ELBOW(2 PLC'S)

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TIE INTO EXISTING 4" MAIN

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12" TEE

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STREET

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CENTRE

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12" DIP GATE VALVE (3 PLC'S)

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CAP EXISTING LINE AND ABANDON IN PLACE

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CAP EXISTING 4" LINE AND ABANDON IN PLACE

AutoCAD SHX Text 12"x4" REDUCER

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END 2026 PROJECT

AutoCAD SHX Text

4" DIP (ABANDONED IN PLACE)

12" x 6" TEE

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

S ys te m s D es ig n En gi ne er in g, In oj ec ts

\L an sf or d -C oa ld al e

\2 5-

-0

W at er

S ys te m

Im p.

P ro je ct

\D ra w in gs \S he et s\ C

d w g

M B y:

"M ig ue ll"

C501.DWG

2026 WEST ABBOTT STREET WATER SYSTEM

IMPROVEMENT PROJECT

LANSFORD BOROUGH CARBON COUNTY PENNSYLVANIA

LANSFORD-COALDALE JOINT WATER AUTHORITY

D-23-1095-0223-C501

DETAILS

AS NOTED

MAL

3/16/2026

FILTREXX INLET SOXX DETAILS

NTS

® TM

www.filtrexx.com

Maintenance Notes:

1. Filtrexx® Inlet Soxx™ - shall be inspected weekly and after each runoff event.

2. Sediment deposits shall be cleaned from the sock when it reaches ½ the height of the sock.

3. Damaged socks shall be replaced within 24 hours of inspection.

4. A supply of socks must be maintained on site for this purpose.

DRAIN INLET SECTION

Notes:

1. All material to meet Filtrexx® specifications.

2. SiltSoxx™ compost/ jsoil /rock/seed fill to meet application requirements.

3. Compost material to be dispersed on site, as determined by Engineer.

DRAIN INLET PLAN CURBSIDE OPTION "A" PLAN CURBSIDE OPTION "B" PLAN

CURBSIDE SECTION

CATCH

BASIN

FILTREXX 8" INLET SOXX™®

CATCH

BASIN

FILTREXX 8" INLET SOXX™®

SECURE SOCK TO GRATE

WITH RUBBER TIE DOWNS

EXCESS SOCK MATERIAL TO

BE DRAWN IN AND TIED OFF

TO 2x2 WOODEN STAKE

WIRE TIES, (TYP.)

STORM GRATE

FILTREXX 8" INLET SOXX™®

CURB

EXCESS SOCK MATERIAL TO

BE DRAWN IN AND TIED OFF TO

2x2 WOODEN STAKE (TYP.)

FILTREXX 8" INLET SOXX™®

STORM GRATE

PIPE OUTLET SECTION

ROADWAY - WORK AREA

GRAVEL SHLDR

PIPE CULVERT

FILTREXX 8" INLET SOXX™®

EXCESS SOCK MATERIAL TO

BE DRAWN IN AND TIED OFF TO

2x2 WOODEN STAKE (TYP.)

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG

BUILDING DRAIN,

SANITARY SEWER

OR STORM SEWER

NOTES:

1. BOTH THE WATER MAIN AND SEWER LINE SHALL BE

CONSTRUCTED OF DUCTILE IRON PIPE HAVING

MECHANICAL JOINTS UNLESS OTHERWISE INDICATED.

2. THE LENGTH OF THE WATER LINE PIPE SHALL BE

CENTERED AT THE POINT OF THE CROSSING SO THAT

THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE

FROM THE SEWER.

3. THE SANITARY SEWER SHALL BE CONCRETE ENCASED

FOR 10 FEET ON EITHER SIDE OF THE WATER CROSSING

WHEN LESS THAN 18" VERTICAL SEPARATION IS

MAINTAINED. (IF AUTHORIZED BY ENGINEER)

WATER MAIN CROSSING

OVER SEWER OR DRAIN LINE

18" MIN.

VERTICAL

SEPARATION

BUILDING DRAIN,

SANITARY SEWER

OR STORM SEWER

18" MIN.

VERTICAL

SEPARATION

WATER

MAIN

WATER

MAIN

3'-0' MIN.

HORIZONTAL

SEPARATION

10'-0" MIN. HORIZONTAL SEPARATION

WATER

MAIN

GAS MAIN

SANITARY SEWER

15" MIN. VERTICAL

SEPARATION

18" MIN. VERTICAL

SEPARATION

NOTES:

1. BOTH THE WATER MAIN AND SEWER LINE SHALL BE

CONSTRUCTED OF DUCTILE IRON PIPE HAVING

MECHANICAL JOINTS UNLESS OTHERWISE INDICATED.

2. THE SEWER SHALL HAVE ADEQUATE STRUCTURAL

SUPPORT TO PREVENT EXCESSIVE DEFLECTION OF THE

JOINTS AND THE SETTLING ON AND BREAKING OF THE

WATER LINE.

2. THE LENGTH OF THE WATER LINE PIPE SHALL BE

CENTERED AT THE POINT OF THE CROSSING SO THAT

THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE

FROM THE SEWER.

4. THE WATER MAIN SHALL BE CONCRETE ENCASED FOR 10

FEET ON EITHER SIDE OF THE SEWER CROSSING WHEN

LESS THAN 18" VERTICAL SEPARATION IS MAINTAINED. (IF

AUTHORIZED BY ENGINEER)

WATER MAIN CROSSING

UNDER SEWER OR DRAIN LINE

NOTES:

1. IF MINIMUM HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE WATER MAIN SHALL BE

CONSTRUCTED SO AS TO MAINTAIN MINIMUM VERTICAL SEPARATION.

2. TO TRANSITION FROM SAN. SEWER PVC ( SDR O.D.) TO AWWA C900 PVC (C.I. O.D.), UTILIZE HARCO

FITTINGS DUCTILE IRON TRANSITION ADAPTERS FOR ASTM D3034 TO DI-OD, FERNCO ADAPTER

COUPLING, OR APPROVED EQUAL.

AutoCAD SHX Text MANUFACTURER'S INFORMATION: FILTREXX 35481 GRAFTON EASTERN ROAD GRAFTON, OH 44044 PHONE: 440-926-2607 INFO@FILTREXX.COM

AutoCAD SHX Text LOCAL DISTRIBUTOR: EAST COAST BLANKETS 443 BRICKER ROAD BERNVILLE, PA 19506 PHONE: 1-800-582-4005

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NOT TO SCALE

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FLOW

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FLOW

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DISTURBED AREA

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UNDISTURBED AREA

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%%USECTION

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%%UPLAN VIEW

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EXISTING CONTOURS

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COMPOST FILTER SOCK

AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER

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COMPOST FILTER SOCK

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BLOWN/PLACED FILTER MEDIA

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DISTURBED AREA

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UNDISTURBED AREA

AutoCAD SHX Text NOTES: SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS. S RECOMMENDATIONS. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

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NOT TO SCALE

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FILTER BAG

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WELL VEGETATED, GRASSY AREA

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WELL VEGETATED, GRASSY AREA

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FILTER BAG

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INTAKE HOSE

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PUMP

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DISCHARGE HOSE

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CLAMPS

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CLAMPS

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DISCHARGE HOSE

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PUMP

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INTAKE HOSE

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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

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PLAN VIEW

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ELEVATION VIEW

AutoCAD SHX Text NOTES: LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

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60 LB/IN

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GRAB TENSILE

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ASTM D-4632

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205 LB

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PUNCTURE

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ASTM D-4833

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110 LB

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MULLEN BURST

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ASTM D-3786

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350 PSI

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UV RESISTANCE

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ASTM D-4355

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AOS % RETAINED

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ASTM D-4751

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80 SIEVE

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%%UFIRE HYDRANT INSTALLATION

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ELEVATION

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PLAN

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MECHANICAL RESTRAINING

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JOINTS (ALL FITTINGS)

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TEE

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THRUST

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BLOCK

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TIE ROD AS SHOWN 180%%D

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APART

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MIN. DIST.

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FROM FACE

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OF BARREL

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MIN.

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PROPERTY LINE

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ON VERTICAL CURBING

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DISTANCE 1'-3" MIN.

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SHOULD BE FROM BACK

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OF CURB TO FACE OF

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FIRE HYDRANT

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ROADWAY

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SURFACE

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CURB

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FIRE

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HYDRANT

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CONC. THRUST

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BLOCK

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CONC. THRUST BLOCK

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(SIZE IN ACCORDANCE

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WITH PIPE SIZE. SEE

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DETAILS)

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OF F.H.

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NOTE: 4'-0" MIN. COVER

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GATE VALVE AND BOX

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(SEE STANDARD DETAIL)

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HYDRANT ELBOW

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WITH 6" VALVE

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18" MIN

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AASHTO

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STONE

AutoCAD SHX Text 6" AASHTO No. 57 (2B) STONE BED FOR DRAINING HYDRANT

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COVER MARKED

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2-PIECE SCREW

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TYPE VALVE BOX

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MIN. COVER

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GRADE

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ELEVATION

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SECTION A-A

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"WATER"

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(1B) STONE

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(6") MIN.

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MIN.

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SHAFT

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6" MIN.

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UNDISTURBED EARTH

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AutoCAD SHX Text AASHTO No. 8 (1B)

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SPRINGLINE

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2A AGGREGATE

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6" TOPSOIL (IF APPLICABLE)

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PAVED AREAS

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STONE

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TRENCH WIDTH

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SEE DETAIL FOR PERMANENT PAVING RESTORATION

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AutoCAD SHX Text AASHTO No. 8 (1B)

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STONE

AutoCAD SHX Text NOTES: 1. SUITABLE SELECT BACKFILL COMPACTED IN 12"-18" LIFTS TO FINISHED GRADE. 2. MIN 4'-0" COVER REQUIRED. 3. AASHTO NO. 57 (2B) STONE TO BE USED AT THE DISCRETION OF THE AUTHORITY/ENGINEER DUE TO WET OR MUDDY CONDITIONS.

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TYPICAL BLOCKING FOR HORIZONTAL AND VERTICAL DOWNWARD

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THRUSTS UP TO 150 PSI WORKING PRESSURE

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MIN. COVER

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BEARING

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SURFACE

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BEND

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FINISHED

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GRADE

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BEARING

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SURFACE

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PLAN

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SECTION A-A

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PLAN

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BEARING

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SECTION A-A

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SURFACE

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BEND

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GRADE

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FINISHED

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MIN. COVER

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#6 BARS @

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3" CLR.

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ADDITIONAL BEARING AS REQUIRED

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BEARING

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SECTION B-B

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SURFACE

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MAIN

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GRADE

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FINISHED

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MIN. COVER

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MAIN

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2-#6 BARS

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BEARING

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4" CLR.

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SURFACE

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6" (TYP.)

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1. NO COUPLING OR JOINTS SHALL BE

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COVERED WITH CONCRETE

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2. REINFORCING BAR STRAPS TO BE

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SHAPED TO PIPE CURVATURE

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3. ALL EXPOSED STEEL TO BE PAINTED

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WITH TWO COATS ASPHALTIC PAINT.

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TYPICAL SECTION

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FOR PIPES 6" AND LESS, USE

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2-#4 BARS OVER FITTING ONLY

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4" CLR.

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DEPTH

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LENGTH

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6" HOOK (TYP.)

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FOR PIPES 8" TO

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20" USE 4-#6

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BARS

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DEPTH

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10 AND 12

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6 AND 8

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4 AND SMALLER

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LENGTH

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WIDTH

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PIPE SIZES

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DIMENSIONS OF CONCRETE BLOCKING

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(INCHES)

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14 AND 16

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18 AND 20

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AutoCAD SHX Text %%uNOTES:

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1. REINFORCING BAR STRAPS TO BE SHAPED TO PIPE CURVATURE.

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2. ALL EXPOSED STEEL TO BE PAINTED WITH TWO COATS ASPHALTIC PAINT.

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3. NO COUPLING OR JOINT SHALL BE COVERED WITH CONCRETE.

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VERTICAL THRUSTS UPWARD TO

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150 PSI WORKING PRESSURE.

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CORPORATION

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ROADWAY

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DISTRIBUTION

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CURB BOX

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OR 1" COPPER

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TYPE "K" TUBING

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CONNECT AT

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THIS POINT

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SAME SIZE

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AS SERVICE

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MAIN

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CURB STOP

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CONSUMER TO

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WATER

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SERVICE: 3/4"

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VARIES

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MIN. COVER

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%%USERVICE CONNECTION ELEVATION

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ROAD

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LINE

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(SEE NOTE 2)

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CURB

AutoCAD SHX Text NOTES: 1. ALL COPPER SERVICE LINES SHALL BE ENCASED WITH 12" OF SAND. THE REMAINDER OF THE TRENCH SHALL BE FILLED WITH 2A AGGREGATE, WITHIN BOROUGH R/W. 2. IF SIDEWALK IS INSTALLED, CURB BOX TO BE LOCATED BETWEEN CURB AND SIDEWALK. 3. SERVICE TUBING SHALL BE INSTALLED AS A CONTINUOUS LENGTH OF PIPE, IF THE LENGTH OF SERVICE IS LESS THAN 100'. IF THE SERVICE IS GREATER THAN 100', THE COMPRESSION COUPLING CONNECTION SHOULD BE APPROVED BY AUTHORITY/ENGINEER.

AutoCAD SHX Text 12"

AutoCAD SHX Text 22.5°

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24" FROM EDGE

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12" FROM CURB

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File details come from the government source that posted it. Updated May 25, 2026.