2-2026 WWTP Door Replacement Project Drawings 4191.060.pdf
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- Attached to
- 2026 WWTP Door Replacement Project 4191. 060
- Solicitation number
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- Issued by
- Westmoreland County, Pennsylvania
About this file
This is an architectural drawing set for the 2026 WWTP Door Replacement Project 4191.060 prepared by Entech Engineering Inc. for the Central Wayne Regional Authority in Wayne County, Pennsylvania. The project involves the complete furnishment and replacement of one interior and seven exterior Fiberglass Reinforced Polyester (FRP) doors and frames at the Central Wayne Regional Authority's Wastewater Treatment Plant facility located in Honesdale, Pennsylvania. The drawings include detailed floor plans, door schedules, elevation details, and specifications for the Headworks Building, SBR Control Building, and Dewatering Building (EB-5). The bid submission deadline is 3:00 pm local time on Monday, June 22, 2026, via the PennBid Program. Site visits may be scheduled by contacting Dan Guinther at 570-647-0275. No pre-bid conference is planned for this project. The architectural drawings document existing conditions, specify replacement hardware and weatherstripping to be provided by the overhead door manufacturer, and detail surface preparation requirements including cleaning, patching, sealing, and painting of concrete floors, walls, and metal components.
The project specifications indicate that all overhead door replacement hardware and weatherstripping are to be provided as a modification package by the overhead door manufacturer. Existing doors and frames are to be fitted with new hardware per specifications, with supplemental wall framing and trim to be provided as needed to secure new frames in existing openings. The work includes surface preparation and painting of exterior metal wall panels, gutters, downspouts, and miscellaneous metal wall components, as well as cleaning and sealing of interior concrete surfaces with concrete sealing compound. The contract requires adherence to prevailing minimum wage rates as determined by the Pennsylvania Department of Labor and Industry and compliance with the Public Works Employment Verification Act (Act 127 of 2012). All steel products used in the project must be manufactured in the United States. The Central Wayne Regional Authority reserves the right to reject any or all bids submitted. Bidding documents are available at no cost through the PennBid Program.
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| 1-2026 WWTP Door Replacement Project Manual 4191.060.pdf |
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Text version
DN
D N
REFER TO STRUCT.
DWGS. FOR GUARDRAIL
AND HANDRAIL
REQUIREMENTS
DRAIN
DRAIN
FIN. FLOOR ELEV. 955.13'
FE
FE
FE
FE
CJ.
CJ.
CJ.
CJ.
CJ.
A-5
A-5
A-5
A-5
2' -0
'-4
'-0
16'-8"
16'-8"
METAL FLOOR
GRATING
EXHAUST FAN
AT ROOF
FD.
FD.
FD.
'-8
2'-4"x2'-0"
INTAKE LOUVER
2'-0" AFF.
2'-0"x2'-0"
EXHAUST FAN LOUVER
ABOVE, 13'-4" AFF.
3'-4"x8'-8"
INTAKE LOUVER
2'-0" AFF.
INTAKE LOUVER
ABOVE, 13'-4" AFF.
3'-4"x8'-8"
INTAKE LOUVER
2'-0" AFF.
2'-0"x2'-0"
EXHAUST FAN LOUVER
ABOVE, 13'-4" AFF.
A-6
B
A-6
A
A-7
A-7
A-7
A-7
CHEMICAL
TANK
CHEMICAL
TANK
FLOOR
HATCH
8' -8
" M .O
2' -0
" M .O
6"x6" CONC.
CURB DIKE
4' -0
3'
-4 " M
.O
3'-4" 8'-8" M.O.
4' -8
2'-4" M.O.
10'-8"
4' -0
2' -0
" M .O
A-7
H5
H4
H3
H2
H1
4' -0
2' -8
3'
-4 " M
.O
2' -8
3'
-4 " M
.O
1'-0"
1' -0
1' -0
CONC. FLR.
8"
8"
14'-0"
CONCRETE
EQUIPMENT
PAD
CONCRETE
EQUIPMENT
PAD
CONC. FLR.
METAL FLOOR
GRATING
A-5
A-4
A-4
A-5
A-7
8" CMU BLOCK
WALL TO EXTEND
TO ROOF DECK
PROCESSING ROOM
3'-11" 4'-0" M.O. 6'-9"
8"
'-0
'-8
'-0 " M
.O
'-0
" M .O
7'
-4
38'-8"
5' -4
3'
-4 " M
.O
3' -4
ELECTRICAL ROOM
4165.18
A
B
2 3
C
D
1 2 3
4 5 6
PROJECT NO.
APPROVED BY:
SCALE:
CHECKED BY:
PREPARED BY:
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AS NOTED
P. McCARTY
D. SETTLE
D. SETTLE
1. CONC. PLANK TO REMAIN UNFINISHED. PAINT ANY MISCELLANEOUS STEEL SUPPORT FRAMING AT OPENINGS.
2. PAINT ALL EXPOSED STEEL LINTELS.
3. ALL HOLLOW METAL DOORS, FRAMES AND VISION PANEL FAMES SHALL BE PAINTED.
4. ALL INTERIOR CONCRETE WALLS SHALL RECEIVE (3) COATS OF W.R. MEADOWS "VOCOMP-30" IMMEDIATELY AFTER REMOVAL OF FORM WORK AND COMPLETION OF SMOOTH RUBBED
CONCRETE FINISH.
5. ALL INTERIOR CONCRETE SLABS AND EQUIPMENT PADS SHALL RECEIVE (3) COATS OF W.R. MEADOWS "VOCOMP-30" IMMEDIATELY AFTER CONCRETE SLAB HAS SET AS RECOMMENDED BY
THE MANUFACTURER.
CONC.CONC. SEALER CONC. SEALER SEALERCONC. SEALERCONC.
CONC. SEALERCONC. SEALERSEALER
CONC. SEALER
NONE
NONE
--8'-0"CONC.CONC.SEALERCONC.SEALERCONC.
PUMP PIT
CHANNEL ROOM
PROCESSING ROOM CONC. SEALER NONE CMU PAINT SEALER CMU PAINT CMU PAINT CONC. 17'-4" --100
NOTES
CEILING
HEIGHTMATL
WALLS
WEST
FINISHMATL.
EAST
FINISHMATL.
SOUTH
FINISHMATL.
NORTH
FINISHMATL.
BASE
MATL.
FLOOR
FINISHMATL.
ROOM NAMEROOM NO
ROOM FINISH SCHEDULE
101 --CONC.PAINTCMUPAINTCMUSEALERPAINTCMUNONESEALERCONC.ELECTRICAL ROOM CMU
CMU
FINISH
SEALER
SEALER ----
17'-4"
1. REFER TO DRAWING I-3 FOR GENERAL ARCHITECTURAL CONSTRUCTION
NOTES, LEGENDS AND ABBREVIATIONS.
GENERAL NOTES:
TR
UE
NORTH
N
PLAN NORTH
N
NEW FACILITY B-3
IBC CHAPTER 5 - GROSS FLOOR AREA = 2,166 SF.
IBC CHAPTER 10 - NET FLOOR AREA = 1,980 SF.
SCALE: 1/4" = 1'-0"
HEADWORKS BUILDING - FIRST FLOOR PLAN
4'1'0 2' 8'6" mpeters Cloud mpeters Cloud mpeters Cloud mpeters Text Box
DOORS TO BE REPLACED
ELEVATION 4
8' -0
8' -0
ELEVATION 3
8' -0
ELEVATION 2
3' -4
BOTTOM OF
REFLECTIVE
SURFACE
3' -0
3' -4
1'
-6
3'-4"
1'-0"
4' -0
" T O
O U
TL
ET
6"
4' -0
" M
AX
. R E
AC
H
H
EI
G H
T 4'
-0 " M
AX
. R
E
AC
H H
EI
G
H T
A-10
7'-63 4"
1'-6" 1'-10"
6' -0
2'-4"3'-4" M.O.2'-4"
A-16
A-15
A-11
B
A-11
C
SIM.
SIM.
8' -0
ELEVATION 1
4165.18
A
B
2 3
C
D
1 2 3
4 5 6
PROJECT NO.
APPROVED BY:
SCALE:
CHECKED BY:
PREPARED BY:
A
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D F
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S
AS NOTED
P. McCARTY
D. SETTLE
D. SETTLE
ENLARGED TOILET ROOM PLAN
SCALE: 1/2" = 1'-0"
TYPICAL MOUNTING HEIGHT ELEVATIONS
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
ELEVATION ELEVATION
SCALE: 1/2" = 1'-0"
ELEVATION
SCALE: 1/2" = 1'-0"
ELEVATION
SCALE: 1/2" = 1'-0"
4'1'6"0 2'
AS SPECIFIED
AS SPECIFIED
AS SPECIFIED
AS SPECIFIED
AS SPECIFIED
AS SPECIFIED
AS SPECIFIED
AS SPECIFIED
*NOTE: PROVIDE WOOD BLOCKING FOR ACCESSORIES AS REQ'D.
DESCRIPTION
MIRROR
NUMBER
MASTER RESTROOM ACCESSORY SCHEDULE
NOTES
18"x36", AS SPECIFIED
PAPER TOWEL DISPENSER
36" GRAB BAR
42" GRAB BAR
TOILET PAPER DISPENSER
SHOWER ROD AND CURTAIN
ROBE HOOK STRIP AS SPECIFIED
18" GRAB BAR
SHELF
SURFACE MNTD. TOWEL PIN
A-12
4'1'6"0 2' 4'1'6"0 2' 4'1'6"0 2' 4'1'6"0 2'
4'1'6"0 2'
A-12
A-12
ENLARGED LOWER LEVEL EXTERIOR STAIRWAY PLAN
SCALE: 3/8" = 1'-0"0 4'6" 1' 2'
0 4'6" 1' 2'
SCALE: 3/8" = 1'-0"
ENLARGED UPPER LEVEL EXTERIOR STAIRWAY PLAN
mpeters Cloud mpeters Cloud mpeters
EXPOSED CONC.
FOUNDATION WALL
EXIST. ROOLING STEEL
OVERHEAD DOOR JAMB
6" COMPACTED PENN DOT 2A
COARSE AGGREGATE
TYP. BITUMINOUS
PAVING
PATCH AND SEAL JOINT
BETWEEN PAVEMENTS
8" PMJF W/ SEALANT @
EXIST. FOUNDATION WALLS
10" CONC.
APRON
EXIST. ROOLING DOOR
AND TRACK
SEALANT SEALANT
4" DOOR
V.I.F.
V.I.F.
EXIST. WALL
PANELEXIST. JAMB
RETAINER
JAMB ANCHOR (3)
PER SIDE, MODIFY
TYPE AS REQUIRED
FOR EXIST. CONDITIONS
SEALANT SEALANT
4" DOOR
V.I.F.
V.I.F.
EXIST. WALL
PANEL
EXIST. HEAD
FLASHING
EXIST. GIRT
"F" "1"
VARIES
7' -0
" V .I.
F.
BELT FILTER
PRESS ROOM
B100
B01
B02
B03
B04
B05 B07
B06
ELECTRICAL ROOM
B102
GARAGE/STORAGE AREA
B103
B08
2 2
EXIST. ELECTRICAL
EQUIPMENT
EXIST. ELECTRICAL
EQUIPMENT
± 42'-8"
'-0
± 85'-0"
'-0
2 2
2 2
FE
FE
FE
FE
NEW 10" THICK
CONC. PAD
42'-4"
'-0
A-21
E.J.
C.J. TYP.
N
4165.18
A
B
2 3
C
D
1 2 3
4 5 6
PROJECT NO.
APPROVED BY:
SCALE:
CHECKED BY:
PREPARED BY:
A
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SCALE: 1/4" = 1'-0"
DEWATERING BUILDING (EB-5) - FLOOR PLAN
A-21
A R
C H
IT
E
C
TU
R A
L E
B -5
, D E
W A
TE
R
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B U
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D
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FL
O O
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D U
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IN
FO
AS NOTED
P. McCARTY
D. SETTLE
D. SETTLE
N
P
LA
N N
O R
TH
PROJECT NAME: DEWATERING BUILDING (EB-5)
WASTEWATER TREATMENT PLANT UPGRADE
CENTRAL WAYNE REGIONAL AUTHORITY
BUCK COVE ROAD, HONESDALE, PENNSYLVANIA 18431
OWNERS AGENT: MARTIN YOUNG
AUTHORITY CHAIRMAN
CENTRAL WAYNE REGIONAL AUTHORITY
100 4TH STREET, SUITE A
HONESDALE, PA. 18431
PHONE: 570-647-0275
FAX: 570-647-0276
DESIGN PROFES: DAVID M. SETTLE, AIA LICENSE NO. RA-EX 9054
ENTECH ARCHITECTURAL SERVICES, INC.
ENTECH ENGINEERING, INC.
4 SOUTH FOURTH STREET
PO BOX 32
READING, PENNSYLVANIA 19602
PHONE: 610 373 6667
FAX: 610 373 7537
EMAIL:
CHAPTER 34 - EXISTING STRUCTURES
SECTION 302.1 - CLASSIFICATION
304.1 - FACTORY INDUSTRIAL, GROUP F-2 OCCUPANCY (LOW HAZARD OCCUPANCY)
THIS BUILDING HAS A TOTAL BUILDING AREA OF 2,808 SF.
TABLE 503 - ALLOWABLE BUILDING HEIGHT & AREA
GROUP F-2 @ TYPE IIB PERMITS - 3 STORIES & 23,000 SF. PER FLOOR
TABLE 601 - FIRE RESISTANCE RATING REQUIRED FOR BUILDING ELEMENTS
TYPE IIB - '0' HOURS FOR ALL BUILDING ELEMENTS
SECTION 903.2 AUTOMATIC SPRINKLER SYSTEMS: NOT REQUIRED IN GROUP F-2 BUILDINGS IF FIRE
AREA DOES NOT EXCEED 12,000 SF.
NO SPRINKLER SYSTEM IS REQUIRED FOR THIS BUILDING.
SECTION 1004 - OCCUPANT LOAD: TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCE PER
OCCUPANT.
INDUSTRIAL = 100 GROSS FLOOR AREA PER OCCUPANT
2,552 SF. @ 100 SF/PERSON = 26 PERSONS
SECTION 1005 - EGRESS WIDTH, TABLE 1005.1 EGRESS PER OCCUPANT SERVED
DOORS = 0.2" PER OCCUPANT/26 PERSONS = 5.2" (MIN DOOR WIDTH IS 32" CLEAR)
SECTION 1006 - MEANS OF EGRESS ILLUMINATION
NO LESS THAN ONE FOOT CANDLE @ WALKING SURFACE
SECTION 1006.3 - ILLUMINATION EMERGENCY POWER
NOT REQUIRED IN BUILDINGS REQUIRING ONE EXIT
SECTION 1007 - ACCESSIBLE MEANS OF EGRESS
EXISTING MEANS OF EGRESS IN THIS BUILDING ARE NOT REQUIRED TO BE ACCESSIBLE
SECTION 1011 - EXIT SIGNS
NO EXIT SIGNS ARE REQUIRED WHEN AREA ONLY REQUIRES ONE MEANS OF EGRESS
SECTION 1014.3 - COMMON PATH OF EGRESS TRAVEL
THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75'
SECTION 1015 - NUMBER OF EXITS
ONE EXIT IS REQUIRED IN A GROUPS F-2 WITH LESS THAN 49 OCCUPANTS
SECTION 2902.4.1 - LOCATION OF TOILET FACILITIES
LOCATION AND MAXIMUM TRAVEL DISTANCES TO FACILITIES IN FACTORY OCCUPANCIES SHALL NOT EXCEED A DISTANCE OF 500 FEET. TOILET FACILITIES ARE AVAILABLE IN OTHER BUILDINGS WITHIN
THIS DISTANCE.
SECTION 2902 - MINIMUM PLUMBING FACILITIES
TABLE 2902.1 NO. 4 FACTORY AND INDUSTRIAL BUILDING DOES NOT HAVE OCCUPANTS ENGAGED
IN WORK SO NO FIXTURES ARE REQUIRED.
PA CODE INFORMATION:
PREP & PAINT
PREP & PAINT
PREP & PAINT
PREP & PAINT
PREP & PAINT
PREP & PAINT
PREP & PAINT
EXIST.
PREP & PAINT
EXIST.
PREP & PAINT
PREP & PAINT
FINISHFINISH
EXIST. 3'-0" 7'-0" EXIST. EXIST. EXIST. 224B06
*EXIST.EXIST.EXIST.1"16'-0"16'-0"EXIST.B05
H.M.H.M.
DEWATERING BUILDING DOOR AND FRAME SCHEDULE
DOOR TYPE
WD HGT THK
SIZE
MATL GLAZING
DOOR
MATL TYPE
HEAD JAMB
DETAIL
FRAME
HDW. SET NOTES
B01 B02 B03 B04
EXIST.
EXIST.
EXIST.
F
3'-0" 3'-0" 8'-0" 3'-0"
7'-0" 7'-0" 8'-0" 7'-0"
1 3/4" 1 3/4" 1 3/4" 1 3/4"
EXIST. --
EXIST.
EXIST.
H1
EXIST.
EXIST.
J1
3 - REPLACEMENT DOOR AND FRAME
B07 *EXIST.EXIST.EXIST.1"10'-0"10'-0"EXIST. EXIST. PREP & PAINT
1 3/4"
-- PREP & PAINTPREP & PAINTEXIST. 3'-0" 7'-0" EXIST. EXIST. EXIST. 222B08 1 3/4"
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST. EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
KEYED DRAWING NOTES:
PATCH CONCRETE FLOOR DUE TO REMOVAL OF CURB AND PAD. PROVIDE SEALING
COMPOUND SAME AS EXISTING FLOOR.
PREPARE AND PAINT EXISTING OVERHEAD DOOR STEEL JAMB CHANNEL, HEAD ANGLES AND
GUIDE TRACKS EXPOSED TO THE EXTERIOR. FILL AND SEAL OPEN JOINT BETWEEN CONCRETE
BASE AND GUIDE TRACK.
MAINTAIN EXISTING OR PROVIDE NEW TO MATCH EXISTING, HEAD FLASHING AND JAMB
CLOSURE TRIM COMPATIBLE WITH THE EXTERIOR WALL PANEL AND INTERIOR WALL PANEL.
PROVIDE SEALANT ON THE INTERIOR SURFACE OF ALL EXISTING ROOF GUTTER SEAMS.
CLEAN AND PREPARE SURFACE FOR PROPER ADHESION TO ASURE WATERPROOF REPAIR.
PREPARE AND PAINT EXISTING CMU WALL AND ATTACHED CONDUITS AND MISC. ITEMS.
PREPARE AND PAINT EXISTING CONCRETE BOLLARDS.
CLEAN ALL INTERIOR METAL LINER PANELS, INTERIOR FACE OF EXPOSED EXTERIOR WALL
PANEL AND CMU WALL SURFACES.
CLEAN AND PREPARE ALL INTERIOR CONC. FLOOR AND CONC. WALL BASE SURFACES. APPLY
CONCRETE SEALING COMPOUND AS PER SPECIFICATIONS. PREPARE FLOOR IN ACCORDANCE
TO MANUFACTURER'S RECOMMENDATIONS.
PREPARE AND PAINT EXTERIOR METAL WALL PANELS, GUTTERS, DOWNSPOUTS AND MISC.
METAL WALL COMPONENTS.
GENERAL SCOPE OF WORK NOTES:
1.
2.
3.
TRUE NORTH
1. ALL OVERHEAD DOOR REPLACEMENT HARDWARE AND WEATHERSTRIPPING IS TO BE PROVIDED AS A MODIFICATION PACKAGE TO BE
PROVIDED BY THE OH. DOOR MANUFACTURER AND IS DESCRIBED IN OVERHEAD DOOR SPEC.
2. EXISTING DOORS AND FRAMES ARE TO BE FIT WITH NEW HARDWARE AS PER THE SPECIFICATIONS. PREPARE THE EXISTING DOOR AND
FRAME AS MAY BE REQUIRED TO INSTALL THE NEW HARDWARE.
3. PROVIDE SUPPLEMENTAL WALL FRAMING AND TRIM TO SECURE NEW FRAME IN EXISTING OPENING.
FRAME STYLEDOOR STYLE DOOR HEAD H1
SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0"
DOOR JAMB J1
4'1'0 2' 8'6"
0 1'3" 6"
0 1'3" 6"
IBC CHAPTER 5 - GROSS FLOOR AREA = 2,808 SF.
IBC CHAPTER 10 - NET FLOOR AREA = 2,552 SF.
OVERHEAD DOOR SILL DETAIL
SCALE: 3/4" = 1'-0" A-21
NOTE: REFER TO
ON THIS SHEET FOR THE FULL SCOPE OF WORK.
1'6"0 2'
IMAGE 1 IMAGE 2 IMAGE 3
mpeters Cloud mpeters Cloud mpeters Cloud mpeters Cloud mpeters Cloud mpeters Cloud mpeters
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