1-Charlestown SPS Switchgear Replacement Bid Drawings.pdf
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- Solicitation number
- Not on record
- Issued by
- Lancaster County, Pennsylvania
About this file
This is a set of bid drawings for the Charlestown Pump Station Switchgear Replacement project prepared by the Lancaster Area Sewer Authority (LASA) in Lancaster, Pennsylvania. The project encompasses the demolition of existing electrical infrastructure and the replacement of switchgear, electrical service and distribution equipment, and associated earthwork, utilities, and cast-in-place concrete at the Charlestown Pump Station located in Manor Township. The scope of work includes all electrical equipment, appurtenances, furnishings, instrumentation, controls, and accessories necessary to provide a fully functional and operable switchgear installation for the pump station. A mandatory pre-bid meeting is scheduled for Tuesday, August 11, 2026, at 9:30 a.m. at LASA's offices located at 130 Centerville Road, Lancaster, Pennsylvania. Sealed bids must be submitted online via the PennBid Program by Thursday, September 10, 2026, at 11:00 a.m. local prevailing time. The drawings include site plans, electrical demolition and proposed plans, duct bank sections and schedules, one-line diagrams, switchboard elevations and concrete pad plans, and erosion and sediment control details across 16 sheets prepared by RKK Engineers and Construction Managers.
The project is classified as Public Works under the Pennsylvania Prevailing Wage Act, requiring all workers to be paid prevailing minimum wage rates promulgated by the Pennsylvania Secretary of Labor. Contractors must comply with all state anti-kickback regulations. Bids must be structured as a single unit-price contract and will remain open for 60 days from the bid opening date unless award is delayed by required government agency approval, bond sales, or grant awards. The existing pump station capacity of 26,050 GPM (37.5 MGD) must remain operational throughout the project duration. Temporary power from PPL, including all associated fees and charges, shall be considered incidental to the project with no additional payment. All excavation costs, dewatering, erosion and sediment control, and site restoration shall be considered incidental to the project cost. Contract Documents are available at no cost through the PennBid Program, and all questions regarding the contract must be submitted via PennBid's "Questions" tab.
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| File | Type | Posted |
|---|---|---|
| 2-Invitation to Bid - CPS Switchgear Replacement.pdf |
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Text version
DRAWN BY
PROJECT NUMBER
DESIGNED BY
DATE
07/2026
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BARRY SMITH CHAIRMAN
DERRICK MILLHOUSE
MEMBER
SECRETARY
NICHOLAUS SAHD VICE CHAIRMAN
TREASURER
STACY MORGAN-BRUBAKER
EDWARD C. FISHER
LANCASTER AREA SEWER AUTHORITY
CHARLESTOWN PUMP STATION SWITCHGEAR
REPLACEMENT
LANCASTER AREA SEWER AUTHORITY
130 CENTERVILLE ROAD
LANCASTER, PA 17603-4087
(717) 299-4843 (ADMIN. BLDG.)
(717) 684-0403 (PLANT)
WWW.LASA.ORG
MICHAEL WOLGEMUTH, EXECUTIVE DIRECTOR
SCOT A. FERTICH, P.E., ENGINEERING DIRECTOR
SCALE: 1"=1,000'
N
SHEET INDEX
TITLE SHEET1
SHEET NO. DWG. NO. TITLE
G-1
C-1
GENERAL NOTES, ABBREVIATIONS & LEGENDG-2
PUMP STATION SITE PLAN
ASSISTANT SECRETARY
G. DAVID KEENER ASSISTANT TREASURER
AUTOCAD GEOMAP IMAGE 1/2026
MAP DATA, OPENSTREETMAP CONTRIBUTORS,
MICROSOFT, ESRI COMMUNITY MAPS CONTRIBUTORS,
MAP LAYER BY ESRI POWERED BY ESRI
BENJAMIN BAMFORD
PS PROJECT
LOCATION ELECTRICAL ABBREVIATIONS, SYMBOLS AND NOTESE-1
ELECTRICAL SITE DEMOLITION PLANE-2
DUCT BANK SECTIONS AND DETAILS
E-3 ELECTRICAL SITE PLAN
E-4
CHARLESTOWN ROAD
M
AN
O R
BL
VD
ROUTE 741
CONESTOGA
COUNTRY CLUB
MANOR TWP.
COMMUNITY PARK
CALL BEFORE YOU DIG
PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE
FOR CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
PENNSYLVANIA ONE CALL SYSTEM, INC.
1-800-242-1776 OR 811
POCS SERIAL NUMBER(S):
20262013669
UNDERGROUND UTILITIES ACT:
COMPANY ADDRESS CONTACT EMAIL
LANCASTER AREA SEWER
AUTHORITY
130 CENTERVILLE RD.
LANCASTER, PA 17603 JOHN VILGA JVILGA@LASA.ORG
CABLE PROTECTION PO BOX 4816
MIDLOTHIAN, VA 23112 DEBBIE KING DEBBIE_KING@CABLEPS.COM
CITY OF LANCASTER 150 PITNEY RD.
LANCASTER, PA 17603 BENJAMIN PERWIEN BPERWIEN@CITYOFLANCASTERPA.COM
LANCASTER TOWNSHIP 1240 MAPLE AVE.
LANCASTER, PA 17603 DEVIN GROFF DGROFF@TWP.LANCASTER.PA.US
USIC LOCATING SERVICES 9045 N RIVER ROAD SUITE 300
INDIANAPOLIS, IN 46240 JEFFERY TRUMBOWER JEFFREYTRUMBOWER@USICLLC.COM
UGI UTILITIES LANCASTER 1301 AIP DR.
MIDDLETOWN, PA 17057 GEOFFREY FERGUSON GFERGUSON@UGI.COM
VERIZON PENNSYLVANIA LLC N/A OFFICE PERSONNEL 1CALL-VERIZON-PADE@VERIZON.COM
PENNSYLVANIA ELECTRIC CO. 341 WHITE POND DR.
AKRON, OH 44320 MELLYSSA ADAMS MADAMS@FIRSTENERGYCORP.COM
MANOR TOWNSHIP 950 W FAIRWAY DR.
LANCASTER, PA 17603 MARK HARRIS ROADS@MANORTWP.ORG
PPL ELECTRIC UTILITIES CORP 4810 LYCOMING MALL
MONTOURSVILLE, PA 17754 PAMELA SEITZER PDSEITZER@PPLWEB.COM
TI
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SH
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G-1
DUCT BANK CONDUIT SCHEDULESE-5
PUMP STATION MAIN FLOOR ELECTRICAL AREA ELECTRICAL DEMOLITION PLAN
E-6
PUMP STATION MAIN FLOOR ELECTRICAL AREA PROPOSED ELECTRICAL PLAN
E-7
MAIN OUTDOOR SWITCHBOARD CONCRETE PAD PLAN AND ELEVATIONE-8
MAIN OUTDOOR SWITCHBOARD ELEVATION
E-9 E-10
EXISTING ONE-LINE DIAGRAM
E-11
MAIN OUTDOOR SWITCHBOARD ONE-LINE DIAGRAM
EROSION AND SEDIMENT CONTROL NOTESSC-1
EROSION AND SEDIMENT CONTROL NOTES AND DETAILSSC-2
CONTRACT NO.: 26-06-001
DESIGNED BY
DATE
07/2026
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GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LANCASTER AREA SEWER AUTHORITY (LASA) RULES AND REGULATIONS, LATEST
EDITION.
2. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN IN THIS PLAN SET ARE BASED ON RECORD DRAWINGS. ADDITIONAL BURIED UTILITIES OR STRUCTURES MAY BE ENCOUNTERED. NO SURVEY OR TEST PITTING WAS PERFORMED TO LOCATE BURIED UTILITIES/STRUCTURES. ALL SUBSURFACE UTILITIES/STRUCTURES SHOWN ARE TO BE CONSIDERED APPROXIMATE LOCATION ONLY. UNDERGROUND UTILITIES MUST BE
VERIFIED BY TEST PITS.
3. THE TOPOGRAPHIC INFORMATION IS BASED ON THE RECORD DRAWINGS PROVIDED BY LASA AND HAS NOT BEEN CONFIRMED BY EITHER THE OWNER OR ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND UPDATING AS NECESSARY TO COMPLETE THE
WORK.
4. THE EXISTING PUMPING STATION AND VAULT CONFIGURATION IS BASED UPON ORIGINAL CONSTRUCTION DRAWINGS ENTITLED "MODIFICATIONS TO THE SUSQUEHANNA WPCF AND CHARLESTOWN PUMPING STATION" , DATED SEPTEMBER 1996, PROVIDED BY THE OWNER.
5. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, REGULATIONS, STANDARDS AND REQUIREMENTS.
6. CONTRACTOR SHALL PROTECT ALL TREES AND PROPERTY AND DAMAGE(S) SHALL BE RECTIFIED AT NO COST TO THE OWNER.
7. DO NOT SCALE DRAWINGS.
8. CONTRACTOR SHALL BE LIABLE FOR ALL SEWAGE OVERFLOW AND/OR SPILL CLEAN UP COSTS INCURRED BY THE OWNER AND SHALL ALSO BE LIABLE FOR ANY CIVIL AND/OR CRIMINAL PENALTIES ASSOCIATED WITH SUCH OVERFLOWS AND/OR SPILLS AS THE RESULT OF BREAKAGE OF AN EXISTING SEWER PIPE AND/OR OVERFLOW OR SPILL ASSOCIATED WITH CONSTRUCTION. CONTRACTOR SHALL REPORT ANY BREAKAGE, OVERFLOW, AND/OR SPILL TO THE OWNER AND ENGINEER IMMEDIATELY. CONTRACTOR SHALL ALSO REPORT ALL SPILLS AND OVERFLOWS TO THE PA DEP, SCHEDULE ONSITE INSPECTIONS AND SUBMIT ALL NECESSARY DOCUMENTATION AS MAY BE REQUIRED.
9. LOCATE ALL EXISTING UNDERGROUND UTILITIES IN THE VICINITY OF THE REQUIRED WORK, AS NECESSARY, BY TEST PITS PRIOR TO ANY
EXCAVATION. THE COST OF TEST PITTING SHALL BE INCIDENTAL TO THE PROJECT COST.
10. STREETS, ROADS AND HIGHWAYS SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR'S EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF STREETS, ROADS, AND HIGHWAYS AND FOR PERMANENT PAVEMENT RESTORATION UPON COMPLETION OF
WORK TO THE SATISFACTION OF MANOR TOWNSHIP, AND PENNDOT, AS APPLICABLE.
11. ACCESS TO THE PUMPING STATION FOR LASA PERSONNEL SHALL BE MAINTAINED AT ALL TIMES DURING THE COURSE OF WORK.
12. THE CONTRACTOR SHALL MAKE AN ON-SITE INSPECTION OF THE AREAS ASSOCIATED WITH THE WORK OF THIS PROJECT RELATED TO WORKING CONDITIONS INCLUDING BUT NOT LIMITED TO, ACCESS REQUIREMENTS AND WORK AREA LIMITATIONS PRIOR TO BIDDING THE
PROJECT.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONAL REQUIREMENTS ASSOCIATED WITH THE PROPOSED WORK AND PREPARE ACCURATE SHOP DRAWINGS AS PART OF THEIR SUBMISSION OF MATERIALS FOR REVIEW. NO MATERIALS SHALL BE ORDERED, FABRICATED OR INSTALLED PRIOR TO OBTAINING SHOP DRAWING APPROVAL AND ADDRESSING REVIEW COMMENTS. SHOP DRAWING APPROVAL SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO PROVIDE COMPLETE AND FUNCTIONAL WORK IN
ACCORDANCE WITH CONTRACT REQUIREMENTS.
14. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-DISTURBANCE CONDITIONS. CONTRACTOR SHALL NOT DISTURB ANY WETLANDS.
15. THE CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE PENNSYLVANIA CLEAN STREAMS LAW (TITLE 35, CH. 5).
16. THE EXISTING PUMPING STATION CAPACITY OF 26,050 GPM (37.5 MGD) MUST REMAIN AVAILABLE FOR THE DURATION OF THE PROJECT.
TEMPORARY POWER FROM PPL, POWER DISTRIBUTION, TEMPORARY DISTRIBUTION PANEL (IF NECESSARY), AND ALL PPL FEES AND CHARGES ASSOCIATED WITH TEMPORARY POWER SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO ADDITIONAL PAYMENT WILL BE MADE
FOR TEMPORARY POWER.
17. ALL MATERIAL EXCAVATED, REGARDLESS OF ITS NATURE OR COMPOSITION, SHALL BE CLASSIFIED AS 'UNCLASSIFIED'. EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL LOOSE OR DISTURBED SOIL, ROCK, WEATERED ROCK, ROCKS OF ALL PIPES, BOULDERS, LUMBER, FILL, SHEETING & SHORING, CONDUITS, PIPE AND ALL OTHER OBSTACLES ENCOUNTERED OF WHATEVER NATURE. THE COST OF EXCAVATION SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT WILL BE MADE FOR THE REMOVAL OF OBSTACLES ENCOUNTERED.
18. STONE FILL UNDER CAST-IN-PLACE SLABS SHALL BE NO. 2A STONE AS INDICATED ON THE PLANS.
19. THE FURNISHING OF MATERIALS, LABOR, TOOLS AND EQUIPMENT NECESSARY TO PROVIDE CONSTRUCTION EXCAVATION AND DEWATERING TO KEEP EXCAVATIONS FREE FROM WATER DURING EXCAVATION AND CONSTRUCTION FOR THE INSTALLATION OF CAST-IN-PLACE CONCRETE, SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT WILL BE MADE FOR EXCAVATION AND DEWATERING.
20. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR EROSION & SEDIMENT (E&S) CONTROL AND PROVIDE E&S BEST MANAGEMENT PRACTICES, AS REQUIRED, FOR ANY SOIL DISTURBANCES. CONTRACTOR SHALL MEET THE REQUIREMENTS OF 25 PA. CODE CHAPTER 102. E&S CONTROL SHALL BE CONSIDERED INCIDENTAL TO THE IMPROVEMENTS AND NO ADDITIONAL PAYMENT WILL BE MADE FOR E&S CONTROL.
21. CAST-IN-PLACE CONCRETE WORK ON THIS PROJECT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 117-10, “SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" AND ACI 301-16, “SPECIFICATIONS FOR STRUCTURAL CONCRETE”, PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE. PREPARE DESIGN MIXES AS SPECIFIED IN ACI 301. ALL CONCRETE MIXES SHALL BE PREPARED FOR THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTH: 4,500 PSI. SEE SPECIFICATION SECTION 03301 FOR CAST-IN-PLACE CONCRETE
REQUIREMENTS.
ABAN ABANDONED
Ac. ACRE
APPROX APPROXIMATE
ARV AIR RELEASE VALVE
BF BLIND FLANGE
BITUM BITUMINOUS
BMP BEST MANAGEMENT PRACTICES
BOF BOTTOM OF FOOTING
BOT BOTTOM
BRG BEARING
BS BOTH SIDES
B&S BELL AND SPIGOT
CAV COMBINATION AIR RELEASE/VACCUM RELIEF VALVE
CCTV CLOSED-CIRCUIT TELEVISION
CFD COMPOSITE FILTER SOCK
CIPP CURED-IN-PLACE PIPE
CL CENTERLINE
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS, CONTINUATION, CONTROL
COR CORNER
CU CUBIC
CUYD CUBIC YARD
DI DROP INLET, DUCTILE IRON
DIA DIAMETER
DICL DUCTILE IRON CEMENT LINED
DIM DIMENSION
DIP DUCTILE IRON PIPE
DR DIMENSION RATIO
E EAST
EA EACH
EL ELEVATION
EG EXISTING GRADE
EOP EDGE OF PAVEMENT
ES EACH SIDE
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWEF EACH WAY EACH FACE
EX EXISTING
FM FORCE MAIN
FT FEET, FOOT
FTG FOOTING
GLS GEOPOLYMER LINING SYSTEM
GR GRADE
HD HEAVY DUTY
HDPE HIGH-DENSITY POLYETHYLENE
HPC HORIZONTAL POINT OF CURVATURE
HPT HORIZONTAL POINT OF TANGENCY
HWY HIGHWAY
INV INVERT
LASA LANCASTER AREA SEWER AUTHORITY
LLCI LOWER LITTLE CONESTOGA INTERCEPTOR
LOD LIMIT OF DISTURBANCE
LOI LIMIT OF INFLUENCE
LOW LIMIT OF WORK
MH MANHOLE
MIN MINIMUM
N NORTH
NA NOT APPLICABLE
NO.(S) NUMBER(S)
NTS NOT TO SCALE
OH OVERHEAD
PAV PAVEMENT
PCF POUNDS PER CUBIC FOOT
PE PLAIN END
PS PUMPING STATION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT
RCP REINFORCED CONCRETE PIPE
RED REDUCER, REDUCING
REF REFERENCE
REV REVISION, REVISED
ROW RIGHT-OF-WAY
S SOUTH
SAN SANITARY
SCH SCHEDULE
SD STORM DRAIN
SF SILT FENCE, SQUARE FEET
SLCPP SMOOTH LINED CORRUGATED PLASTIC PIPE
SMH SEWER MANHOLE
SN SERIAL NUMBER
SQ SQUARE
SS STAINLESS STEEL, SANITARY SEWER
STA STATION
STD STANDARD
TBP TEMPORARY BYPASS PIPING
TOR TOP OF RIM
TWP TOWNSHIP
TYP TYPICAL
UG UNDERGROUND
UGE UNDERGROUND ELECTRIC
USGS UNITED STATES GEOLOGICAL SURVEY
V VALVE
VB VACUUM BREAKER
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPT VERTICAL POINT OF TANGENCY
W WEST, WIDTH
W/ WITH
WZTC WORK ZONE TRAFFIC CONTROL
X BY, TIMES
YD YARD
& AND
@ AT
℄ CENTERLINE
# NUMBER
% PERCENT
ABBREVIATIONS
CONTOUR
INDEX CONTOUR
WATER SERVICE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
NATURAL GAS
EDGE OF WATER
RIGHT-OF WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY LINE
FORCE MAIN
GRAVITY SEWER (12" & LARGER)
STORM DRAIN
SANITARY SEWER MANHOLE
BUILDING STRUCTURES
ITEMS TO BE DEMOLISHED
AND REMOVED
GENERAL LEGEND
S
LOWLIMIT OF WORK
GRAVITY SEWER (UP TO 12")
FLOODWAY
G
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AL
N O
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S, A
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G
EN
D
G-2
Wx
OHE
UGE
G x
SDx
FMx SS x
X X X
LODLIMIT OF DISTURBANCE
SFSILT FENCE
X X X X X X X X X X X X
X X
X X
X X
X
X X
X X
X X
X X
X
X X X X X
X X
100 YR
100 YR
100 YR
100 YR
100 YR 100 YR
100 YR
100 YR 100 YR
100 YR
100 YR
100 YR
100 YR
100 YR
100 YR
100 YR
100 YR
UGE
W x
W x
W x
W x
W x
Wx Wx
UGE
UGE
SS
x
SS
x
SS
x
SS
x
SS
x
G x
G x
G x
G x
G x
G x
G x
S
LO
W
LO
W
LOWLOWLOW
LOW
LO
W
LO
W
LO
W
LOW LOW LOW LOW LOW
263263264
270271272273274275276277
LO
D
LOD
LO
D
LOD
SF
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PAVING BLOCK
DRIVEWAY
CHARLESTOWN
PUMP STATION
42" SAN
42" SAN
6,400 GAL CHEMICAL
STORAGE TANK IN CONC
CONTAINMENT TANK
HEADWALL
MACADAM
DRIVEWAY
24' DOUBLE GATE
CHAIN-LINK
FENCE (TYP)
48" DICL FM
36" DICL FM
SCALE: 1"=20'
PUMP STATION SITE PLAN
FM INTERCONNECTION,
BYPASS & METER VAULT
FM CONNECTION VAULT
8" DICL FM DRAIN
ABAND 24" FM
8" DICL FM DRAIN
30" FM BYPASS VAULT
30" DICL FM
21" SAN
8" W
GUARDRAIL
CHARLESTOWN ROAD
M A
N O
R B
O U
LE
V
A R
D
MONORAIL
24' DOUBLE GATE
LITTLE CONESTOGA CREEK TRIBUTARY
NTS
STANDARD CONSTRUCTION DETAIL #4-7
STANDARD SILT FENCE (18" HIGH)
JOINING FENCE SECTIONS
SECTION VIEW
8 FT. MIN.
18 IN.
18 IN.
MIN
6 IN.
6 IN.
PU
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FLOODWAY
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| 25336CPS-001-GP-G1-G1 |
| 25336CPS-002-GP-G2-G2 |
| 25336CPS-003-CP-C1-Layout |
| 25336CPS-004-CP-SC1-SC1 |
| 25336CPS-005-CP-SC2-SC2 |
| E01-Layout1 |
| E02-Layout1 |
| E03-Layout1 |
| E04-Layout1 |
| E05-Layout1 |
| E06-Layout1 |
| E07-Layout1 |
| E08-Layout1 |
| E09-Layout1 |
| E10-Layout1 |
| E11-Layout1 |
File details come from the government source that posted it. Updated .