1-1127809 Bid Set 06-22-2026.pdf
PDF 33 MB Posted
- Attached to
- Water System Improvements
- Solicitation number
- Not on record
- Issued by
- Carbon County, Pennsylvania
About this file
This is a bid set document for water system improvements prepared by Nesquehoning Borough Water Authority in Carbon County, Pennsylvania. The project involves installing new valves, replacing existing fire hydrants, and replacing existing valves at various locations throughout Nesquehoning Borough. The scope of work includes installation of 4-inch and 6-inch gate valves, 8-inch DIP gate valves, replacement of 6-inch pipes with tapping sleeves and valves, removal and replacement of concrete valve pits, and hydrant installations along Park Avenue, 4th Street, 5th Street, Industrial Road, and State Route 54. Sealed bids are due July 3, 2026, at 3:00 P.M. via the PennBid Electronic Document and Bid Management Program, with documents available from June 22, 2026. The design includes eight sheets of plans prepared by Arro Consulting, Inc., with engineer Douglas R. Kopp, PE, and shows detailed site plans, utility locations, and standard construction details for pipe installations, valve installations, fire hydrant connections, service line connections, and trench restoration procedures.
Bids must be submitted on forms furnished by the Authority and accompanied by a certified check, bank draft, or bid bond in an amount equal to at least ten percent of the total price bid, made payable to the Authority. The Pennsylvania Prevailing Wage Act and the Pennsylvania Public Works Employment Verification Act apply to this contract due to the project cost exceeding $25,000. The successful bidder shall pay no less than the wage rates determined for the project area as specified in the contract documents. Bidders may submit lump sum or unit prices, at the Authority's option for award consideration. All employees and applicants for employment must not be discriminated against based on race, color, religion, sex, national origin, or any other basis prohibited by applicable federal, state, or local laws, and must be legally authorized to work in the United States. The successful bidder will be required to furnish separate bonds with corporate surety issued by a company licensed to conduct business in Pennsylvania.
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Text version
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AUTHORITY MEMBERS
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WATER SYSTEM IMPROVEMENTS
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NESQUEHONING BOROUGH WATER AUTHORITY
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UTILITY LIST
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SUPERVISOR
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SENIOR CLERK
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ASS'T SECRETARY/ASS'T TREASURER
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TREASURER
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SECRETARY
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VICE-CHAIRMAN
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CHAIRMAN
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MARK LOPATA
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SUZANNE SMITH
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ROSE CHAPELLA
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DAVID HAWK
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ROBERT PILLA
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MICHAEL RADOCHA JR.
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PAUL KATTNER
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DRAWING INDEX
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LOCATION
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CARBON COUNTY, PENNSYLVANIA
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PENNCOR SERVICES
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PALMERTON, PA 18071
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NESQUEHONING BOROUGH AUTHORITY
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114 W CATAWISSA STREET
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NESQUEHONING, PA 18240
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MARK LOPATA
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PENNSYLVANIA POWER & LIGHT CO.
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437 BLUE CHURCH ROAD
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PAXINOS, PA 17860
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NESQUEHONING BOROUGH
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114 W CATAWISSA STREET
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NESQUEHONING, PA 18240
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CONTRACTORS, OR ANY OTHER PARTY INVOLVED IN DISTURBING
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THE REFERENCED ACT REQUIRES NOTIFICATION BY DESIGNERS,
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THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.
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UTILITY LINE PROTECTION ACT
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PA ONE CALL SERIAL NO: 20261734097
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DATE: BY:
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AutoCAD SHX Text ARRO CONSULTING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY OR ASSURANCE OR OTHERWISE GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID ACT FROM THE FACILITY OWNER, AS THE TERM FACILITY OWNER IS DEFINED IN THE ACT, AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE.
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UNDERGROUND
AutoCAD SHX Text ARRO CONSULTING, INC. HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017 OF THE PENNSYLVANIA LEGISLATURE, IT HAS COMPLIED WITH THE DESIGNER'S DUTIES PROVISIONS OF THE ACT IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS.
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OF
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DOUGLAS R. KOPP, PE
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NEQUEHONING BOROUGH WATER AUTHORITY
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114 W CATAWISSA ST
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NESQUEHONING, PENNSYLVANIA
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WATER SYSTEM IMPROVEMENTS
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AS SHOWN
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DOUG HAUPT
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ROBERT PILLA
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JOE BUCCIERI
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570-669-6124
ADD 6" DIP VALVE
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REPLACE 6" PIPE, VALVE AND HYDRANT USING TAPPING SLEEVE AND VALVE
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REMOVE EXISTING CONC VALVE PIT AND REPLACE 6" TEE, AND VALVES
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8" CIP
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114 W CATAWISSA ST
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NESQUEHONING, PENNSYLVANIA
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114 W CATAWISSA ST
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NESQUEHONING, PENNSYLVANIA
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AutoCAD SHX Text Lititz, Pennsylvania 17543
AutoCAD SHX Text 108 West Airport Road
AutoCAD SHX Text Tel 717.569.7021
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REVISION
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DATE
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BY
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APP.
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BY
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NO
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REVISION
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DESIGN
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DRAWN
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DATE
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CHECKED
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CHECKED
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SURVEY DATE
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RELEASED BY
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SEAL
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SEAL
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CLIENT & PROJECT
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TITLE
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PROJECT NO.
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SHEET NO.
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REV.
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FIELD BOOK
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DWG. NO.
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SCALE
AutoCAD SHX Text Dwg. Name: 1127809-S01.DWG Plotted: 6/22/2026 4:23 PM1127809-S01.DWG Plotted: 6/22/2026 4:23 PM Plotted: 6/22/2026 4:23 PM6/22/2026 4:23 PM
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OF
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DOUGLAS R. KOPP, PE
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DRK
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CADD
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JE
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JUNE 2026
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NEQUEHONING BOROUGH WATER AUTHORITY
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114 W CATAWISSA ST
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NESQUEHONING, PENNSYLVANIA
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WATER SYSTEM IMPROVEMENTS
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NESQUEHONING BOROUGH, CARBON COUNTY
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NO
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REVISION
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DATE
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BY
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APP.
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NO
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REVISION
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DATE
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BY
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APP.
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ISSUED FOR BID
AutoCAD SHX Text 06/22/26
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RC
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DRK
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SITE PLAN
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CIVIL
AutoCAD SHX Text 11278.09
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AutoCAD SHX Text C-6
WHEN IT IS IMPOSSIBLE TO MEET THE ABOVE CONDITION, THE FOLLOWING ADDITIONAL REQUIREMENTS SHALL BE MET:
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1. IF CLEARANCE IS LESS THAN 18", SEWER LINE SHALL BE ENCASED IN IF CLEARANCE IS LESS THAN 18", SEWER LINE SHALL BE ENCASED IN CONCRETE. 2. IF WATER LINE MUST CROSS BENEATH SANITARY SEWER LINE: IF WATER LINE MUST CROSS BENEATH SANITARY SEWER LINE: A. THE BOTTOM OF THE SEWER LINE SHALL BE A MINIMUM OF 18" ABOVE THE THE BOTTOM OF THE SEWER LINE SHALL BE A MINIMUM OF 18" ABOVE THE TOP OF THE WATER LINE. B. A PIPE SECTION OF WATER LINE SHALL BE CENTERED OVER THE SEWER LINE. A PIPE SECTION OF WATER LINE SHALL BE CENTERED OVER THE SEWER LINE. C. THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE, OR PVC THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE, OR PVC SDR 35 PIPE. ** IF PVC SDR 35 PIPE IS USED, PIPE SHALL BE ENCASED IN CONCRETE A IF PVC SDR 35 PIPE IS USED, PIPE SHALL BE ENCASED IN CONCRETE A MINIMUM OF 10'-0" ON EACH SIDE OF THE CROSSING **
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SEWER TRENCH
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SANITARY SEWER MAIN
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WATER MAIN
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18" MIN.
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WATER AND SEWER LINE CROSSING
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NO SCALE
AutoCAD SHX Text NOTES: : VALVES OPEN RIGHT. VALVES SHALL BE EITHER NON-RISING STEMS (NRS) OR RISING STEM. APPROVED MANUFACTURERS: KENNEDY, AMERICAN FLOW CONTROL, AND MUELLER VALVE BOX BASES TO BE: NO. 4 ROUND - VALVES 4" AND SMALLER NO. 6 ROUND - 6" AND 8" VALVES NO. 140 DOME - 10' TO 24" VALVES
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ELEVATION
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SECTION A-A
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CONCRETE SUPPORT FOR VALVES 12" OR LARGER
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BRICK MASONRY BASE TO UNDISTURBED EARTH
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2" SQUARE OPERATING NUT
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5 1/4" 2-PIECE SCREW TYPE VALVE BOX
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COVER MARKED WATER
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GRADE
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ATTENTION ALL VALVES OPEN RIGHT (CLOCKWISE)
AutoCAD SHX Text A
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GATE VALVE INSTALLATION
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NO SCALE
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3'-6" MIN
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3/4" TYPE K SOFT COPPER SERVICE LINE
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FORD CORPORATION FB 1000-3-NLQ
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WATER MAIN
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CC THREAD X 3/4" COMPRESSION CORPORATION
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BUFFALO STYLE CAST IRON CURB BOX W/ BRASS BOLT, 2 1/2" DIA MIN
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BINGHAM & TAYLOR I1B9 FLUSH FIT LID MARKED "WATER"
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CURB AND/OR RIGHT-OF-WAY/ PROPERTY LINE (SEE NOTE 1)
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ADJUST CURB BOX TO FINAL GRADE AS REQUIRED
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TO WATER METER
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3/4" COMP X 3/4" COMP CURB STOP
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CONCRETE BLOCK
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SERVICE TO HOME BY RESIDENT
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FORD CURBSTOP 3/4" CS X 3/4" CS B44-333-NLQ OR MUELLER APPROVED EQUAL
AutoCAD SHX Text NOTES: : 1. THE CONTRACTOR SHALL INSTALL A FORD CURB STOP 3/4"CS x 3/4"CS B44-333-NLQ OR MUELLER THE CONTRACTOR SHALL INSTALL A FORD CURB STOP 3/4"CS x 3/4"CS B44-333-NLQ OR MUELLER APPROVED EQUAL AND CURB BOX AT THE RIGHT-OF-WAY OR PROPERTY LINE, WHERE INDICATED ON THE DRAWINGS. EXACT LOCATION SHALL BE COORDINATED WITH PROPERTY OWNER AND AUTHORITY. 2. AUTHORITY MUST INSPECT CONNECTIONS ON NEW CONSTRUCTION. AUTHORITY MUST INSPECT CONNECTIONS ON NEW CONSTRUCTION. 3. CORP STOP SHALL BE TAPPED AT THE 10 O'CLOCK OR 2 O'CLOCK POSITION. (45°-30°) CORP STOP SHALL BE TAPPED AT THE 10 O'CLOCK OR 2 O'CLOCK POSITION. (45°-30°) 4. SERVICE LINES MEASURING 100' OR MORE FROM THE CURB STOP TO THE DWELLING REQUIRE THE SERVICE LINES MEASURING 100' OR MORE FROM THE CURB STOP TO THE DWELLING REQUIRE THE INSTALLATION OF AN APPROVED METER PIT. 5. SERVICE LINES SHALL BE BEDDED 6" BELOW AND 6" ABOVE SERVICE TUBING WITH SILICA SAND, CLEAN SERVICE LINES SHALL BE BEDDED 6" BELOW AND 6" ABOVE SERVICE TUBING WITH SILICA SAND, CLEAN TOPSOIL CONTAINING NO SLAG, OR SCREENINGS, AS APPROVED BY THE AUTHORITY.
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SERVICE LINE CONNECTION
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NO SCALE
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18" TO 24"
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2'-0" MIN
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2"-4" BETWEEN GROUND AND FLANGE OR INSTALLED TO BURY LINE
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3' MIN CLEARANCE IN ALL DIRECTIONS
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ADJUST GROUND LINE
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AASHTO #57 CRUSHED STONE. 8" MIN. ABOVE WEEP HOLES
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CONCRETE THRUST BLOCK. MUST NOT OBSTRUCT WEEP HOLES
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PLASTIC OR GEOTEXTILE
AutoCAD SHX Text NOTES: : 1. COORDINATE FIRE HYDRANT THREAD SPECIFICATION WITH LOCAL CITY, COORDINATE FIRE HYDRANT THREAD SPECIFICATION WITH LOCAL CITY, BOROUGH OR TOWNSHIP FIRE COMPANY. 2. HYDRANTS SHALL BE AMERICAN DARLING B-62-B OR APPROVED HYDRANT. HYDRANTS SHALL BE AMERICAN DARLING B-62-B OR APPROVED HYDRANT. 3. HYDRANT AND VALVE SHALL BE "OPEN RIGHT" HYDRANT AND VALVE SHALL BE "OPEN RIGHT" 4. HYDRANTS SHALL CONFORM W/ AWWA C502 STANDARD FOR FIRE HYDRANTS. HYDRANTS SHALL CONFORM W/ AWWA C502 STANDARD FOR FIRE HYDRANTS. 5. HYDRANTS SHALL HAVE A 5 1/4" MAIN VALVE OPENING. HYDRANTS SHALL HAVE A 5 1/4" MAIN VALVE OPENING. 6. ALL JOINTS ON THE HYDRANT LATERAL SHALL INCLUDE THE USE OF MJ ALL JOINTS ON THE HYDRANT LATERAL SHALL INCLUDE THE USE OF MJ RESTRAINING GLANDS.
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UNDISTURBED EARTH OR ROCK SUBGRADE
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TEE IN WATER MAIN
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OPEN RIGHT GATE VALVE
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6" DUCTILE IRON PIPE
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VALVE BOX
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STORZ CONNECTION
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FIRE HYDRANT W/BREAK AWAY FLANGE
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FIRE HYDRANT
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NO SCALE
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AutoCAD SHX Text 12"
AutoCAD SHX Text 18"
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4'-0" MIN
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MAX
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UTILITY LINE
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AutoCAD SHX Text 12"
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CONDUCTIVE DETECTABLE UNDERGROUND LINE MARKING TAPE
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2B STONE
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SUITABLE BACKFILL MATERIAL, COMPACT TO 95% PROCTOR DENSITY IN 8" LIFTS
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OFF ROADWAY - TOPSOIL AND SEED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS
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OFF ROADWAY - EARTH TO BE SLIGHTLY MOUNDED TO PROVIDE FOR SETTLEMENT
AutoCAD SHX Text WHERE ROCK IS ENCOUNTERED ON TRENCH BOTTOM, OVEREXCAVATE 6" AND BACKFILL WITH SAND OR PIPE BEDDING MATERIAL (2B OR 1B) CLEAN STONE
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COMPACTED SUBGRADE
AutoCAD SHX Text NOTES: 1. ALL BACKFILL MATERIAL IS SUBJECT TO ENGINEER APPROVAL. ALL BACKFILL MATERIAL IS SUBJECT TO ENGINEER APPROVAL. 2. SUITABLE MATERIAL: MATERIAL CONTAINING NO DEBRIS, ORGANIC MATTER, FROZEN SUITABLE MATERIAL: MATERIAL CONTAINING NO DEBRIS, ORGANIC MATTER, FROZEN MATERIAL OR LARGE STONES WITH A DIAMETER GREATER THAN ONE-HALF THE THICKNESS OF THE COMPACTED LAYERS BEING PLACED. 3. COMPACT IN 8" LIFTS. COMPACT IN 8" LIFTS. 4. PERMANENT MARKERS ABOVE GRADE AT ALL BENDS AND CHANGES IN ALIGNMENT.PERMANENT MARKERS ABOVE GRADE AT ALL BENDS AND CHANGES IN ALIGNMENT.
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TRENCH RESTORATION
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OFF-ROAD
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NO SCALE
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2A STONE (SEE NOTE 4)
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CONDUCTIVE DETECTABLE UNDERGROUND LINE MARKING TAPE
AutoCAD SHX Text NOTES: 1. PAINT EDGE OF EXISTING PAVING W/E-1, E-6, OR E-8 BITUMINOUS TACK COAT BEFORE PAINT EDGE OF EXISTING PAVING W/E-1, E-6, OR E-8 BITUMINOUS TACK COAT BEFORE PAVING. AFTER PAVING SEAL JOINT BETWEEN NEW AND EXISTING PAVEMENT W/PG 64-22 ASPHALT CEMENT. 2. COMPACT 2A STONE IN 8" LIFTS. COMPACT 2A STONE IN 8" LIFTS. 3. ALL BACKFILL AND ROADWAY RESTORATION MATERIAL IS SUBJECT TO ENGINEER APPROVAL. ALL BACKFILL AND ROADWAY RESTORATION MATERIAL IS SUBJECT TO ENGINEER APPROVAL. 4. SANITARY SEWER PIPE BEDDING AND INITIAL BACKFILL SHALL BE 1B STONE. SANITARY SEWER PIPE BEDDING AND INITIAL BACKFILL SHALL BE 1B STONE. 5. PERMANENT RESTORATION TO BE MIN. 90 DAYS UNLESS FLOWABLE FILL IS USED.PERMANENT RESTORATION TO BE MIN. 90 DAYS UNLESS FLOWABLE FILL IS USED.
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* INCREASE THICKNESS TO MATCH INCREASE THICKNESS TO MATCH EXISTING PAVEMENT, IF REQUIRED
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COMPACTED SUBGRADE
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MAX
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6" 2A STONE
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4" MIN 25MM SUPERPAVE BASE COURSE*
AutoCAD SHX Text 1 1/2" 9.5mm SUPERPAVE WEARING COURSE
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FINAL SAW CUT
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UTILITY LINE
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EXISTING PAVING
AutoCAD SHX Text 2A STONE COMPACT TO 95% PROCTOR DENSITY IN 8" LIFTS (OR FLOWABLE BACKFILL) (SEE NOTE 4)
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AASHTO NO. 57 (2B) STONE
AutoCAD SHX Text WHERE ROCK IS ENCOUNTERED ON TRENCH BOTTOM, OVEREXCAVATE 6" AND BACKFILL WITH SAND OR PIPE BEDDING MATERIAL (2B OR 1B) CLEAN STONE
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TRENCH RESTORATION
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PAVED ROADS
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NO SCALE
AutoCAD SHX Text Lititz, Pennsylvania 17543
AutoCAD SHX Text 108 West Airport Road
AutoCAD SHX Text Tel 717.569.7021
AutoCAD SHX Text
REVISION
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DATE
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BY
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APP.
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APP.
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BY
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DATE
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NO
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REVISION
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DESIGN
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DRAWN
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DATE
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CHECKED
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CHECKED
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SURVEY DATE
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RELEASED BY
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SEAL
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SEAL
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CLIENT & PROJECT
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TITLE
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PROJECT NO.
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SHEET NO.
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REV.
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FIELD BOOK
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DWG. NO.
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SCALE
AutoCAD SHX Text Dwg. Name: 1127809-D01.DWG Plotted: 6/22/2026 4:23 PM1127809-D01.DWG Plotted: 6/22/2026 4:23 PM Plotted: 6/22/2026 4:23 PM6/22/2026 4:23 PM
AutoCAD SHX Text
OF
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DOUGLAS R. KOPP, PE
AutoCAD SHX Text
DRK
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CADD
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JE
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JUNE 2026
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NEQUEHONING BOROUGH WATER AUTHORITY
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114 W CATAWISSA ST
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NESQUEHONING, PENNSYLVANIA
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WATER SYSTEM IMPROVEMENTS
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NESQUEHONING BOROUGH, CARBON COUNTY
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NO
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REVISION
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DATE
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BY
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APP.
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NO
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REVISION
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DATE
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BY
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APP.
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ISSUED FOR BID
AutoCAD SHX Text 06/22/26
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RC
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DRK
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DETAIL PLAN
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CIVIL
AutoCAD SHX Text 11278.09
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AutoCAD SHX Text
AutoCAD SHX Text C-7
VALUE
| Sheets and Views |
| 1 G-1 COVER SHEET |
| 2 C-1 SITE PLAN |
| 3 C-2 SITE PLAN |
| 4 C-3 SITE PLAN |
| 5 C-4 SITE PLAN |
| 6 C-5 SITE PLAN |
| 7 C-6 SITE PLAN |
| 8 C-7 DETAIL PLAN |
File details come from the government source that posted it. Updated .