600 SERIES PLOTS - Treatment Building Plans (Addendum 1).pdf
PDF 3 MB Posted
- Attached to
- Public Water System Upgrade Project
- Solicitation number
- Not on record
- Issued by
- Lehigh County, Pennsylvania
About this file
File Summary
This document set comprises detailed architectural and engineering plans (Addendum 1) for the Fredericksburg Water Treatment Plant's 600 Series Treatment Building, prepared by Steckbeck Engineering & Surveying Inc. for the Fredericksburg Sewer & Water Authority in Bethel Township, Lebanon County, Pennsylvania. The plans document the design of a manganese filter building and associated treatment infrastructure, including proposed building plans and elevations, filter building layouts, clearwell configurations, backwash basin designs, pipe insulation specifications, and construction details. The project includes a water filtration bay with multiple treatment components such as manganese filter units (five units at 47,500 pounds each), turbine distribution pumps (Peerless Pumps GL12ME-LC 4 Stage at 2,200 pounds each), recycle pumps (Grundfos Model CR 5-9 A-FGJ-A-E-HQQE with VFD footvalves), sludge pumps (AMT Model 2851-96), and chemical storage tanks for hydrofluosilicic acid, ortho-polyphosphate, and chlorine. The plans specify a building structure measuring 127 feet by 62 feet with insulated metal panel construction (R-32 roof insulation for insulated panels, R-38 for conventional; R-20 to R-26 wall insulation dependent on panel type), multiple overhead doors with R-12 to R-16 insulation values, and provisions for a chlorine oxidation vessel, SCADA control enclosure, and filter control enclosure. The document includes a location map referenced to State Route 0022, School Drive, Airport Road, and West Main Street in Fredericksburg, Pennsylvania, with a project number 004-22-005 dated August 21, 2026, and addendum dated September 18, 2026.
The plans incorporate extensive utility coordination documentation performed in accordance with Pennsylvania Act No. 287 of 1974 as amended by Act 121 of 2008, with one-call system notifications submitted to identify facility locations for utilities including Comcast Cable-Lebanon, UGI Utilities Incorporated, Verizon Pennsylvania LLC, Verizon North, and First Energy Corp. The design demonstrates compliance with clearance requirements for existing utility facilities with an eighteen-inch minimum clearance maintained where possible. The treatment building layout includes detailed sections and cross-sections showing backwash basin design with sump configurations, turbine pump installations, floor panels, and proposed ground elevations at 468.00 feet. Additional plans document filter building insulation requirements for specific piping systems and provide detailed construction specifications for generator pads, emergency shower/eyewash stations, wall sections, and overhead door installations. The project incorporates precast and cast-in-place concrete construction elements, with flat slab panels and concrete base walls specified in preliminary design drawings prepared by Dutchland, LLC for the water filtration plant located in Lebanon County, Pennsylvania.
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Text version
PROPOSED WATERLINE
(SEE SHEET 308)
FREDERICKSBURG
SEWER & WATER AUTHORITY
BETHEL TOWNSHIP
LEBANON COUNTY, PENNSYLVANIA
FREDERICKSBURG WATER TREATMENT PLANT
600 SERIES - TREATMENT BUILDING PLANS
LOCATION MAP
SCALE: 1"=1000'
SITE
S.R. 0022
SCHOOL
DRIVE
AIRPORT ROAD
W. MAIN STREET
GREBLE ROAD
S.R. 0343
FREDERICKSBURG
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FIELD CREW:
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COVER SHEET - TREATMENT BUILDING PLANS
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REVISION
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DATE
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BY
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GU
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DRAWN:
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DESIGN:
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PL
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CHECKED:
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DATE:
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SCALE:
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PROJECT #
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AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
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COVER SHEET
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DWG. NO.
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DRAWING INDEX
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TITLE
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PROPOSED BUILDING PLANS AND ELEVATIONS
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FILTER BUILDING CLEARWELL LAYOUT
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DETAILS
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FILTER BUILDING LAYOUT
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(4) PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC., SHALL BE DEEMED TO HAVE MET THE OBLIGATIONS OF CLAUSE (2) BY CALLING A ONE CALL SYSTEM AND SHOWING AS PROOF THE SERIAL NUMBER OF THE ONE CALL NOTICE ON THE DRAWING(S).
AutoCAD SHX Text AND STECKBECK ENGINEERING & SURVEYING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT STECKBECK ENGINEERING & SURVEYING, INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT 187, DECEMBER 19, 1996.
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(3) PURSUANT TO SECTION 4, CLAUSE (4) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. MADE A REASONABLE EFFORT TO PREPARE THE CONSTRUCTION DRAWING(S) TO AVOID DAMAGE TO AND MINIMIZE INTERFERENCE WITH A FACILITY OWNERS FACILITIES IN THE CONSTRUCTION AREA BY MAINTAINING AN EIGHTEEN-INCH CLEARANCE OF THE FACILITY OWNERS FACILITIES WHERE POSSIBLE.
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(2) PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. SHOWN UPON THE DRAWING(S) THE POSITION AND TYPE OF EACH FACILITY OWNERS LINE, DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY SECTION 4, CLAUSE (2), AND THE NAME OF THE FACILITY OWNER, AND THE FACILITY OWNERS DESIGNATED OFFICE ADDRESS AND THE TELEPHONE NUMBER AS SHOWN ON THE LIST REFERRED TO IN SECTION 3.
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(1) PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. REQUESTED THE LINE AND FACILITY INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) FROM A ONE CALL SYSTEM NOT LESS THAN TEN NOR MORE THAN NINETY WORKING DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.
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AutoCAD SHX Text STECKBECK ENGINEERING & SURVEYING, INC., HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974 AS AMENDED BY ACT 121 OF 2008 OF THE PENNSYLVANIA GENERAL ASSEMBLY, IT HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:
AutoCAD SHX Text FREDERICKSBURG SEWER/WATER AUTH. 2529 ROUTE 22, PO BOX 161 FREDERICKSBURG, PA 17026 717-865-7452 CONTACT:KEVIN B SNADER
AutoCAD SHX Text BETHEL TWP. 3015 SOUTH PINE GROVE ST. FREDERICKSBURG, PA 17026 CONTACT:MELISSA JOHNSON EMAIL:betheltwplebanon@comcast.net
AutoCAD SHX Text COMCAST CABLE-LEBANON C/O USIC LOCATING SERVICES INC 13085 HAMILTON CROSSING BLVD STE 200 CARMEL, IN 46032 CONTACT:USIC OFFICE PERSONEL
AutoCAD SHX Text UGI UTILITIES INCORPORATED 1301 AIP DR MIDDLETOWN, PA 170575987 CONTACT:JOANNE ARCHFIELD PHONE: (717) 255-1453 EMAIL: jarchfield@ugi.com
AutoCAD SHX Text VERIZON PENNSYLVANIA LLC 15 E MONTGOMERY AVE PITTSBURGH, PA 15212 CONTACT-OFFICE PERSONNEL
AutoCAD SHX Text VERIZON NORTH 2441 W GRANDVIEW BLVD ERIE, PA 16506 CONTACT:MICHAEL A GEARY EMAIL:michael.geary@verizon.com
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FIRST ENERGY CORP 76 S MAIN ST AKRON, OH 443081890 CONTACT:OFFICE PERSONNEL
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SERIAL NUMBER: ____________ DATE: _________ BY: _________
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BACKWASH BASIN SECTION VIEW
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TURBINE PUMP CROSS SECTION
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SERIES
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SERIES INDEX
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CONTENTS
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BUILDING AND SITE IMPROVEMENTS
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PIPING PLANS
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PROCESS PLANS
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SOUTH WELLS PLANS
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TREATMENT BUILDING PLANS
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NORTH WELLS PLANS
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FILTER BUILDING INSULATION PLAN
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ELECTRIC PLAN SET
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PLUMBING PLAN SET
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HVAC PLAN SET
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FREDERICKSBURG WATER TREATMENT PLANT TREATMENT BUILDING PLANS
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DUTCHLAND CLEARWELL CONCEPT
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ADDENDUM 1
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GJU
B B
BB
B B B
BBB
9"
'-3
'-3
9"
'-0
WATER FILTRATION BAY
ROOF INSULATION = R-32 IF INSULATED METAL PANELS AND R-38 IF CONVENTIONAL
WALL INSULATION = R-20 IF INSULATED METAL PANELS AND R-26 IF CONVENTIONAL
INSULATED MAN DOORS = R-10
INSULATED OVERHEAD DOORS = R-12 TO R-16
INTERIOR WALLS AND CEILING PLATFORMS = R-13 TO R-20
1'-1" 30'-0"30'-0"30'-0"17'-5"1'-1"
108'-6"18'-6"
127'-0"
2" 2"
10'-0"W x 16'-0"H
IN
SU
L O H
D O
O R
2"
'-3
'-0
7'
-4
3' -4
2"
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'-0
'-0
2" 2"
TYPIC
AL PEM
B EXTER
IO
R W
ALL SID
IN
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, PU
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17'-5"
'-7
9"
9"
10'-0"W x 16'-0"H INSUL OH DOOR
12'-0"W x 16'-0"H INSUL OH DOOR 6'W x 10' INSUL OH DOOR8'-0"W x 10'-0" INSUL OH DOOR
'-0
HYDRO
FLUOROSILICIC
ACID
ORTHO
POLYPHOS-
PHATE
CHLORINE
LAB
310 PERIMETER CURB PERIMETER CURB
PERIMETER CURB
PR
O
PO
SE
D B
U
IL
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N
E
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PROPOSED BUILDING PLAN
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PROPOSED BUILDING ELEVATIONS (EXTERIOR)
SCALE: 18" = 1'
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PEMB SIDING
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PEMB ROOF, EDGE TRIM, GUTTERS AND DOWNSPOUTS
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PEMB SIDING
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PEMB ROOF EDGE TRIM GUTTERS AND DOWNSPOUTS
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PEMB SIDING
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PEMB ROOF, EDGE TRIM, GUTTERS AND DOWNSPOUTS
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PEMB ROOF EDGE TRIM GUTTERS AND DOWNSPOUTS
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AutoCAD SHX Text ALTERNATE PEMB INSULATED ROOF AND WALL PANELS AVAILABLE FOR ADDITIONAL BUDGET COSTS ALONG WITH TRIM GUTTERS AND DOWNSPOUTS
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REVISION
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DATE
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BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text Lebanon County, Pennsylvania
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FSWA WATER FILTRATION PLANT
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FIELD CREW:
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AK/GJU
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JDS,PL
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CHECKED:
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AS NOTED
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PROJECT #
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FREDERICKSBURG SEWER & WATER AUTHORITY
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PE074289
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REGISTERED
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PROFESSIONAL
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ADDENDUM 1
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H
YD
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FLU
O
R O
SILIC
IC
AC
ID
O R
TH
O
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LYPH
O
SPH
ATE
C H
LO
R
IN
E
O
VER
H
EAD
D O
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O
VER
H
EAD
D O
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10-G
AL. D
AY TAN
K (100 LB.)
150-G
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R
AG
E TAN
K (1,600 LB.)
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O
R D
R
AIN
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AL. D
AY TAN
K (125 LB.)
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R
AG
E TAN
K (6,000 LB.)
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AY TAN
K (350 LB.)
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O
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2 - 1,000-G
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R
AG
E TAN
KS
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H
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AY TAN
K (275 LB.)
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AN
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36" M
AN
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10' O
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SCADA CONTROL
ENCLOSURE
(500 LB.)
FILTER CONTROL
ENCLOSURE
(1,000 LB.)
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ISTR
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TIO
N
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C O
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O
L PAN
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2X6 STU
D
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ALL (TYP.)
CHLORINE OXIDATION VESSEL (4,000 LB.)
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AN
G
AN
ESE FILTER
U
N
IT (TYP. 5)
(47,500 LB.)
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EN
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R
EC
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ATER
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R
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ISTR
IBU
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N
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M
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M
PS G
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E)
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H
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R
EC
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LE PU
M
PS (2) W
/ 1 14 " VFD
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D
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D
EL: C
R
5-9 A-FG
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Q E)
2" PVC
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ES
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D G
E PU
M
PS
(AM
T M O
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EL: 2851-96)
C
C
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D
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E PU
M
PS (2)
R
EC
EPTAC
LES
SLU
D
G
E PU
M P
IN
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EC
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LE PU
M P
D
ISC
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N
EC
TS
LIMITS OF CONTRACT
BAC
KW
ASH
IN
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EN
T
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ASH
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EN
T
EM
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G
EN
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Y SH
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WATER FILTRATION BAY
HYDRO
FLUOROSILICIC
ACID
ORTHO
POLYPHOS-
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LAB
CHEM
C H
EM
C
H
EM
1" LIP O
N
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SILL
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SILL
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G R
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E +6"
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SILL
3.79'
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5'
1.5'2'
1.5'2.75'
3.5'
3.5'3.8'
16.5'
16.5'
16.5'
16.5'
5.0'
5.0'
1.5'1.1'
14.8'
2" PVC
SLU
D G
E O U
T PIPE
TO
W W
TP 2" PVC
4" PVC
4" PVC
1.5'
6.3'
4.3'
2.25'
1.5' 2.8'
2.5'
3.5'3.9'
5.75'
2.0' 3.5'
3.5'
3.5'
3.5'
3.5'
3.0'
3.25'
7.5' 3.25'
3.25'
3.75'
3.75'
3.92'
2.1'
10" PVC PIPE
8" PVC PIPE 8" PVC PIPE
4.1'
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REVISION
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AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
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FIELD CREW:
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AK,GJU
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JDS, PL
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JDS, PL
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PE074289
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PAUL LUTZKANIN
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ADDENDUM 1
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SLIDE GATE (TYP. 4)
(60"X42")
BACKWASH WASTE BASIN
A605 A605
INFLOW TRAIN 1
INFLOW TRAIN 2
TURBINE PUMPS TO DISTRIBUTION
(PEERLESS PUMPS
GL12ME-LC 4 STAGE)
INFLOW
FROM
FILTERS
CLEARWELL BAFFLES (TYP. 6)FILTERED WATER
LENGTH FROM START TO
END EACH SIDE : 429.17'
B605 B---
4' DEEP SUMP
6" DEEP 2'x3' SUMP
SLUDGE PUMPS
(AMT MODEL: 2851-96)
RECYCLE PUMPS W/ 1 14" VFD FOOTVALVE
(GROUNDFOS MODEL: CR 5-9 A-FGJ-A-E-HQQE)
6.
7'
6.
7'
6.
6'
7.0'
7.
1'
95.5'
81.5' 7.0'
7.0'
7.0'
7.0'
.0
7.
0'
.0
96.0'
103.0'
111.0'
7.0'
.0
89.0'
.0
6.5'
.0
7.0'
10" BAFFLE WALL (TYP. 6)
12" THICK WALL
12" SPACE BETWEEN WALLS
10" THICK WALL
12" THICK
DIVIDER WALL
7.
0'
11.2'
60.0'
6" DEEP 2'x3' SUMP
4' DEEP SUMP
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BACKWASH BASIN AND CLEARWELL LAYOUT DIMENSIONS
SCALE: 1" = 5'
LEGEND
WATER PATH THROUGH BAFFLES
BACKWASH BASING AND CLEARWELL WALL DETAIL
10"
WALL
12"
GAP
12"
WALL
BASE SLAB
CLEARWELL
BASIN
BACKWASH
BASIN
16" ALUMINUM GRATE
FLOOR SLAB FLOOR SLAB
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
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AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
AutoCAD SHX Text
FREDERICKSBURG WATER TREATMENT PLANT TREATMENT BUILDING PLANS
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
ADDENDUM 1
AutoCAD SHX Text 9/18/26
6" PVC BACKWASH
RINSE/WASTE TO
STORAGE TANK
FLOOR PANEL
8" CPVC
AIR GAP FUNNEL
WITH SCREEN
2" BACKWASH
RECYCLE
1 1/4" FOOT
VALVE
6" SUMP
RECYCLE PUMP
(TYP. 2 PLACES)
2% CONCRETE FILLET
TO ACHIEVE SLOPE
2% CONCRETE FILLET
TO ACHIEVE SLOPE
50' @ 2% SLOPE
6" WELL INFLUENT
TREATED EFFLUENT COMES
OUT AT OTHER END
PROPOSED GROUND ELEVATION 468.00'PROPOSED GROUND ELEVATION 468.00'
SLUDGE
PUMP OUT
PROPOSED ELEVATION 460.33'
PROPOSED ELEVATION 458.83'
PROPOSED ELEVATION 458.33'
PROPOSED ELEVATION 468.75'
FOOT VALVE
TO P.S.
PUMP MOTOR
2" ISOLATION
VALVE
2" ISOLATION
VALVE
2" FLOW METER
W/ REMOTE HEAD
6" SUMP
SLUDGE PUMP
(TYP. 2 PLACES)
2% CONCRETE FILLET
TO ACHIEVE SLOPE
PROPOSED GROUND ELEVATION 468.00'
PROPOSED ELEVATION 460.33'
PROPOSED ELEVATION 458.83'
PROPOSED ELEVATION 458.33'
PROPOSED ELEVATION 468.75'
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BACKWASH BASIN SECTION VIEWA-A
BACKWASH BASIN SECTION VIEW (SLUDGE PUMPS)
AutoCAD SHX Text 3"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 60'-0"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1" = 3'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text Y
AutoCAD SHX Text L
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
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AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
AutoCAD SHX Text
FREDERICKSBURG WATER TREATMENT PLANT TREATMENT BUILDING PLANS
AutoCAD SHX Text
ADDENDUM 1
AutoCAD SHX Text 9/18/26
FLOOR PANEL
MIN 2.5' WATER DEPTH
IN CLEARWELL
ISOLATION VALVES
TURBINE PUMPS (PEERLESS
PUMPS GL12ME-LC 4 STAGE)
60" X 42" SLIDE GATE
60" X 42" SLIDE GATE
4' S
U M
P
0.67'
2.
5'
4.
0'
PROPOSED GRADE ELEVATION: 468.00'
MAINTAIN MIN 4' COVERAGE OVER
EFFLUENT OUT
CHECK VALVE
8" PIPE TO DISTRIBUTION
ISOLATION VALVES
FLOW METERS
PROPOSED GRADE ELEVATION: 468.00'
PROPOSED ELEVATION: 460.33'
PROPOSED ELEVATION: 458.83'
PROPOSED ELEVATION: 472.00'
PROPOSED ELEVATION: 474.50'
PROPOSED ELEVATION: 488.00'
PROPOSED ELEVATION: 454.83'
CHECK VALVE
125'
66' OF 6" PIPE
POST CT VESSEL
INTO FIRST FILTER
CHAMBER
PROPOSED GROUND ELEVATION 468.00'PROPOSED GROUND ELEVATION 468.00'
4'
RECYCLE WATER
SLUDGE
PROPOSED ELEVATION 472.00'
ISOLATION VALVEISOLATION VALVE
FLOW METERFLOW METER
LIFT CHLORINE OXIDATION VESSEL 6" OFF GROUND AND PROVIDE SUPPORTS ACROSS BOTTOM
CHLORINE OXIDATION VESSEL (4,000 LBS)
PROPOSED ELEVATION 460.33'
PROPOSED ELEVATION 458.83'
PROPOSED ELEVATION 480.40'
PROPOSED ELEVATION 481.00'
PROPOSED ELEVATION 469.25'
PROPOSED ELEVATION 488.00'
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TURBINE PUMP SECTION VIEWB-B
FLOOR LAYOUT CROSS SECTIONC-C
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1" = 3'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text
SCALE: 1" = 3'
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text E
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AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
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AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
SCALE: 1" = 5'
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
AutoCAD SHX Text
FREDERICKSBURG WATER TREATMENT PLANT TREATMENT BUILDING PLANS
AutoCAD SHX Text
ADDENDUM 1
AutoCAD SHX Text 9/18/26
H
YD
R O
FLU
O
R O
SILIC
IC
AC
ID
O R
TH
O
-PO
LYPH
O
SPH
ATE
C H
LO
R
IN
E
O
VER
H
EAD
D O
O R
O
VER
H
EAD
D O
O R
10-G
AL. D
AY TAN
K (100 LB.)
150-G
AL. STO
R
AG
E TAN
K (1,600 LB.)
FLO
O
R D
R
AIN
10-G
AL. D
AY TAN
K (125 LB.)
500-G
AL. STO
R
AG
E TAN
K (6,000 LB.)
50-G
AL. D
AY TAN
K (350 LB.)
FLO
O
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R
AIN
2 - 1,000-G
AL. STO
R
AG
E TAN
KS
(10,250 LB. EAC
H
10-G
AL. D
AY TAN
K (275 LB.)
10' O
VER
H
EAD
D O
O R
36" M
AN
D O
O R
12' O
VER
H
EAD
D O
O R
36" M
AN
D O
O R
36" M
AN
D O
O R
10' O
VER
H
EAD
D O
O R
SCADA CONTROL
ENCLOSURE
(500 LB.)
FILTER CONTROL
ENCLOSURE
(1,000 LB.)
D
ISTR
IBU
TIO
N
PU
M P
C O
N
TR
O
L PAN
EL
(300 LB.)
2X6 STU
D
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ALL (TYP.)
CHLORINE OXIDATION VESSEL (4,000 LB.)
M
AN
G
AN
ESE FILTER
U
N
IT (TYP. 5)
(47,500 LB.)
AC
C
ESS H
ATC
H
(TYP.9)
6" C U
R
B FO
R
SPILL C
O N
TAIN
M
EN
T
(TYP.
3)
FILTER
IN
FLU
EN
T
FILTER
EFFLU
EN
T
R
EC
YC
LE W
ATER
TU
R
BIN
E D
ISTR
IBU
TIO
N
PU
M
PS
(PEER
LESS PU
M
PS G
L12M
E-LC
4 STAG
E)
(2,200 LB EAC
H
CLEARWELL
INFLUENT
R
EC
YC
LE PU
M
PS (2) W
/ 1 14 " VFD
FO
O
TVALVE
(G R
U N
D
FO
S M O
D
EL: C
R
5-9 A-FG
J-A-E-H Q
Q E)
2" PVC
LIN
ES
SLU
D G
E PU
M
PS
(AM
T M O
D
EL: 2851-96)
C
C
SLU
D
G
E PU
M
PS (2)
R
EC
EPTAC
LES
SLU
D
G
E PU
M P
IN
TER
FAC
E
R
EC
YC
LE PU
M P
D
ISC
O N
N
EC
TS
LIMITS OF CONTRACT
BAC
KW
ASH
IN
FLU
EN
T
BAC
KW
ASH
EFFFLU
EN
T
EM
ER
G
EN
C
Y SH
O W
ER
WATER FILTRATION BAY
HYDRO
FLUOROSILICIC
ACID
ORTHO
POLYPHOS-
PHATE
CHLORINE
LAB
CHEM
C H
EM
C
H
EM
1" LIP O
N
D O
O R
SILL
1" LIP O
N
D O
O R
SILL
FU
LL R
ISE FO
R
SPILL
C
O N
TAIN
M
EN
T
G R
AD
E +6"
1" LIP O
N
D O
O R
SILL
3.79'
1.5'
5'
1.5'2'
1.5'2.75'
3.5'
3.5'3.8'
16.5'
16.5'
16.5'
16.5'
5.0'
5.0'
1.5'1.1'
14.8'
2" PVC
SLU
D G
E O U
T PIPE
TO
W W
TP 2" PVC
4" PVC
4" PVC
1.5'
6.3'
4.3'
2.25'
1.5' 2.8'
2.5'
3.5'3.9'
5.75'
2.0' 3.5'
3.5'
3.5'
3.5'
3.5'
3.0'
3.25'
7.5' 3.25'
3.25'
3.75'
3.75'
3.92'
2.1'
10" PVC PIPE
8" PVC PIPE 8" PVC PIPE
4.1'
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\0
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PIPES TO BE INSULATED
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
AK,GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
AutoCAD SHX Text
FREDERICKSBURG WATER TREATMENT PLANT TREATMENT BUILDING PLANS
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
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AutoCAD SHX Text H
AutoCAD SHX Text O
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AutoCAD SHX Text P
AutoCAD SHX Text E
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AutoCAD SHX Text Y
AutoCAD SHX Text L
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
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AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
ADDENDUM 1
AutoCAD SHX Text 9/18/26
FI
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B
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AI
LS
TYPICAL WALL SECTION DETAIL
FLOOR SLAB
PROPOSED GRADE
EXTERIOR TO BUILDING
VARCO PRUDEN RIGID FRAME
STRUCTURE OR APPROVED EQUAL
1'
FILTER BUILDING
CLEARWELL
7' 6'
MAXIMUM WATER DEPTH
GENERATOR PAD DETAIL - PLAN
GENERATOR PAD DETAIL - SECTION
OVERHEAD DOOR WALL SECTION
PROPOSED GRADE
EXTERIOR TO BUILDING
OVERHEAD DOOR
SLOPED TO DRAIN OUT
0.
0.
EMERGENCY SHOWER / EYEWASH DETAIL
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
AK
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
JDS, PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
#4 @ 18" O.C. E.W. (TYP TOP & BOTTOM MAT)
AutoCAD SHX Text 4"
AutoCAD SHX Text
(TYP., ALL AROUND)
AutoCAD SHX Text BOX CUT OUT FOR CONDUIT STUB UP. CONTRACTOR TO CONFIRM LOCATION PER APPROVED GENERATOR SHOP DRAWINGS
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
(AS REQUIRED)
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
(AS REQUIRED)
AutoCAD SHX Text
SIDEWALK (TYP., ALL AROUND PAD)
AutoCAD SHX Text
EDGE OF GENERATOR OR WEATHER ENCLOSURE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 24"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text #4 @ 12" O.C.
AutoCAD SHX Text
#4 DOWEL @ 18" O.C.
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 6"x6" WWF W2.9xW2.9 CENTERED IN SLAB
AutoCAD SHX Text
3/4" CHAMFER
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
AutoCAD SHX Text
ALL AROUND PAD
AutoCAD SHX Text
#14 @ 18" O.C. EACH WAY (TYP TOP & BOTTOM MAT)
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1/4" TH STN STL WASHER
AutoCAD SHX Text 1/2" DIA. STN STL EXPANSION OR EXPOXY ANCHERS W/6" MIN EMBEDMENT. (SPACE PER MANUFACTURER'S RECOMMENDATIONS)
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EXPANSION JOINT MATERIAL
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GENERATOR ENCLOSURE
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6" 2A STONE BASE
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6" 2A STONE BASE
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PE074289
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REGISTERED
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PROFESSIONAL
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PAUL LUTZKANIN
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REGISTERED
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PROFESSIONAL
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ENGINEER
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
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FREDERICKSBURG WATER TREATMENT PLANT TREATMENT BUILDING PLANS
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NO SCALE
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SEE NOTE 1
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69" MAX
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82" MIN OR 96" MAX
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SHOWER HEAD
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BALL VALVE W/ LOCK-OUT STYLE HANDLE
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CONNECT TO UNIT W/ 1/4" TEMPERED WATER
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1' STAY OPEN VALVE
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NOTE 2 SOLID PULL ASSEMBLY
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GALV. SPLIT RING CLAMP, THR'D ROD & WALL BRACKET, SECURE TO STRUCTURE
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EYE/FACE WASH HEADS (2) AND BOWL
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1/2" STAY OPEN BALL VALVE
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ANCHOR FLOOR FLANGE TO STRUCTURE
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FLOOR
AutoCAD SHX Text NOTES: 1. CONNECT UTILITY SINK DRAIN LINE TO EMERGENCY SHOWER/EYEWASH DRAIN LINE CONNECT UTILITY SINK DRAIN LINE TO EMERGENCY SHOWER/EYEWASH DRAIN LINE AND DISCHARGE TO 4" PVC BACKWASH LINE TO SEWER. 2. ALTERNATE TEMPERED WATER INLET LOCATION. PLUG THE WATER INLET PORT WHICH ALTERNATE TEMPERED WATER INLET LOCATION. PLUG THE WATER INLET PORT WHICH IS NOT USED.
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NO SCALE
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ADDENDUM 1
AutoCAD SHX Text 9/18/26
FLAT SLAB PLAN
WALL PLAN
ISOMETRIC VIEW
ISOMETRIC VIEW
SECTIONA
SCALE 1:48
SUMP & KEYWAY HATCH
SCALE 1:64
CHAMBER NAME FONT
TRUE N
SCALE 1:32
SCALE 1:96
REGULAR TEXT FONT
CONSTRUCTION N
RECENT UPDATES
10/10/2018 - NONE
SECTION LINE TYPE
NOTE: FLAT SLABS REMOVED FOR CLARITY
7/12/2024
NOT FOR CONSTRUCTION
PRELIMINARY
SCALE: 1" = 10'-0"
8'8' 4' 0'
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Job Number: E2024.0155
Project Manager:
Drawn By: SDR
Checked By:
Issue Date:
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CONCRETE BASE
CAST-IN-PLACE
WALL PANEL (BELOW)
PRECAST CONCRETE
FLAT SLAB PANEL
PRECAST CONCRETE
6' -6
114'-0" 7' -0
'-6
'-0
WALL PANEL
PRECAST CONCRETE
7'-0"
10'-0"
'-0
'-6
6'-6" 7'-0"
'-0
6' -6
'-0
7'
-0
91'-6"
99'-0" 7'-0"7'-0"
CONCRETE BASE
CAST-IN-PLACE
WALL PANEL
PRECAST CONCRETE
SCALE: 316/ " = 1'-0"
8'4'4' 2' 0'
SCALE: 14/ " = 1'-0"
8'4'4' 3' 0'
SCALE: 18/ " = 1'-0"
6'6' 3' 0'
SCALE: 38/ " = 1'-0"
4'2'2' 1' 0'
FLAT SLAB PANEL
PRECAST CONCRETE
CONCRETE BASE
CAST-IN-PLACE
WALL PANEL
PRECAST CONCRETE
7' -0
WALL PANEL
PRECAST CONCRETE
CONCRETE BASE
CAST-IN-PLACE
FLAT SLAB PANEL
PRECAST CONCRETE
File details come from the government source that posted it. Updated .