1-BID 50383 LCA KIWWTP 2026 INDENTURE DRAWINGS.pdf
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- Attached to
- LCA KIWWTP 2026 Indenture Project
- Solicitation number
- Not on record
- Issued by
- Lehigh County, Allentown City, Pennsylvania
About this file
Summary
This is an indenture drawings document for the Lehigh County Authority's Kline's Island Wastewater Treatment Plant 2026 Indenture Project (Bid No. 50383), located at 112 Union Street, Allentown, Pennsylvania. The technical drawings depict structural repair work required for PMTF #4 (Pond/Media Treatment Facility #4) and include a cover sheet with site plan, plan and elevation views, and typical detail specifications. The scope of work requires the contractor to provide 180 Corten steel reinforcement plates at girt-to-column connections around the perimeter of PMTF #4 (90 total connections), 30 Corten steel plates at 15 tapered column bases, and 32 new stainless steel anchor bolts at 8 column bases. The mandatory pre-bid conference and site visit are scheduled for 10:00 AM prevailing time on Thursday, April 23, 2026, at the plant's Training Room, with sealed bids due by 11:00 a.m. prevailing time on Tuesday, May 12, 2026, through the PennBid Program. Bids from parties not present at the pre-bid conference and site visit will not be accepted.
Bidders must submit a bid bond or certified check equal to ten percent of the total bid amount as bid security. A minimum of five years' experience and at least ten completed projects of similar nature are required qualifications for bidders. The contract includes two bid alternates: GC-20A for coating the top perimeter angles and ring stiffener, and GC-30A for coating all exposed Corten steel surfaces, with coating requirements specified in Specification 099600. All structural steel work shall comply with AWS D1.1 welding standards and E7018 low hydrogen electrodes. The deadline for all questions and inquiries is 4:00 PM on Tuesday, May 5, 2026, submitted through PennBid's Clarifications tab. The Lehigh County Authority reserves the right to reject any or all bids and to waive any omissions, errors, or irregularities in any bid received.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 3-2026 Indenture Pre-Bid Agenda.pdf | ||
| 2-BID 50383 LCA KIWWTP 2026 INDENTURE SPECS.pdf | ||
| 4-Pre-Bid Attendees.pdf |
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Text version
Checked By:
Drawing No.:
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE
STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING
ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND
SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION
OF THE ALTERATION.
Issue Date:
Designed By: Drawn By:
Project No.: Scale:
No. By DateSubmittal / Revision
107001
Apv
04/17/26
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A ISSUE FOR BID DW JJG 04/17/2026
Sheet of 03
AS SHOWN
LEHIGH COUNTY
AUTHORITY
KLINE'S ISLAND
WASTEWATER
TREATMENT PLANT
LCA KIWWTP 2026
INDENTURE PROJECT
Lehigh County Authority
112 Union Street Allentown PA, 18102
Drawing Copyright © 2026
610.865.3000 . www.chasolutions.com Bethlehem, PA 18018
One East Broad Street Suite 310
BAR IS ONE (1) INCH LONG
ON ORIGINAL DRAWING
VERIFY SCALE
G-001
DWJJGAJM
COVER SHEET AND
SITE PLAN
LEHIGH COUNTY AUTHORITY
ISSUE FOR BID
BID NO. 50383
SHEET NO. DWG NO. SHEET TITLE
1 G-001 COVER SHEET AND SITE PLAN
2 S-200 PMTF #4 PLAN AND ELEVATION
3 S-500 TYPICAL DETAILS
DRAWING INDEX
WWTP SITE
LOCATION MAP
KLINE'S ISLAND WWTP
112 UNION STREET
ALLENTOWN, PA. 18102
N
NO SCALE
SITE PLAN
N
ROUTE 22
UNION ST
S 3RD ST.
AMERICAN PKWY.
TILGHMAN ST.
W GORDON ST.
LINDEN ST.
HAMILTON ST.
S. 8TH ST.
PMTF #4
LCA KIWWTP 2026 INDENTURE PROJECT
KLINE'S ISLAND WASTEWATER TREATMENT PLANT
LEHIGH COUNTY ALLENTOWN, PA
ROCK MEDIA
TRICKLING
FILTERS
PRIMARY
SETTLING
TANKS
ADMIN
BLDG.
IPS
04/17/2026
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE
STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING
ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND
SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION
OF THE ALTERATION.
Issue Date:
Designed By: Drawn By:
Project No.: Scale:
No. By DateSubmittal / Revision
107001
Apv
04/17/26
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G ia nn el la
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By
A ISSUE FOR BID DW JJG 04/17/2026
Sheet of 03
AS SHOWN
LEHIGH COUNTY
AUTHORITY
KLINE'S ISLAND
WASTEWATER
TREATMENT PLANT
Bethlehem, PA 18018
One East Broad Street Suite 310
BAR IS ONE (1) INCH LONG
ON ORIGINAL DRAWING
VERIFY SCALE
S-200
JJGAJM
PMTF #4 PLAN AND
ELEVATION
PMTF #4 STRUCTURAL PLAN AND ELEVATION REPAIR NOTES:
1. CONTRACTOR SHALL PROVIDE (2) CORTEN STEEL PLATES AT EVERY GIRT TO COLUMN CONNECTION AROUND PERIMETER OF
PMTF #4 (90 TOTAL CONNECTIONS, 180 PLATES TOTAL). REFER TO DETAIL 1 ON S-500.
2. CONTRACTOR SHALL PROVIDE (2) CORTEN STEEL PLATES AT INDICATED TAPERED COLUMN BASES AROUND PERIMETER OF PMTF
#4 (15 COLUMN BASES, 30 PLATES TOTAL). REFER TO DETAIL 2 ON S-500.
3. CONTRACTOR SHALL PROVIDE (4) NEW ANCHOR BOLTS AT INDICATED TAPERED COLUMN BASES AROUND PERIMETER OF PMTF
#4 (8 COLUMN BASES, 32 BOLTS TOTAL). REFER TO DETAIL 3 ON S-500.
OTHER REPAIR NOTES:
2. BID ALTERNATE GC-20A: CONTRACTOR SHALL PROVIDE COATING FOR TOP PERIMETER ANGLES AND RING STIFFENER.
3. BID ALTERNATE GC-30A: CONTRACTOR SHALL PROVIDE COATING FOR ALL EXPOSED CORTEN STEEL SURFACES INCLUDING, BUT NOT LIMITED TO, COLUMNS, PLATES, AND ANGLES. REFER TO SPECIFICATION 099600 FOR COATING REQUIREMENTS.
TAPERED COLUMN (TYP.)
CONCRETE COLUMN BASE (TYP.)
GIRT (TYP.)
SE
E
DE
T.
S -5
DW
RING STIFFENER
SEE DET. 4 / S-500
SEE DET. 4 / S-500
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE
STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING
ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND
SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE
DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION
OF THE ALTERATION.
Issue Date:
Designed By: Drawn By:
Project No.: Scale:
No. By DateSubmittal / Revision
107001
Apv
04/17/26
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W od yk a, D av e La st Sa ve dB y:
A ISSUE FOR BID DW JJG 04/17/2026
Sheet of 03
AS SHOWN
LEHIGH COUNTY
AUTHORITY
KLINE'S ISLAND
WASTEWATER
TREATMENT PLANT
Bethlehem, PA 18018
One East Broad Street Suite 310
BAR IS ONE (1) INCH LONG
ON ORIGINAL DRAWING
VERIFY SCALE
S-500
JJGAJM
TYPICAL DETAILS
COLUMN REINFORCEMENT AT GIRT CONNECTION
SCALE: NONES-500
GENERAL GIRT REPAIR NOTES:
1. BID ALTERNATE GC-30A: CONTRACTOR SHALL PROVIDE COATING FOR ALL EXPOSED CORTEN STEEL SURFACES INCLUDING, BUT NOT LIMITED TO, COLUMNS, PLATES, AND ANGLES. REFER TO SPECIFICATION 099600 FOR COATING REQUIREMENTS.
AT MID-LEVEL GIRTS (SEE SHEET S-200):
1. WELD (2), 12" STRUCTURAL STEEL PLATES ON TAPERED COLUMN AT ALL GIRT-TO-COLUMN CONNECTIONS TO REINFORCE
DEGRADED COLUMN AREA.
2. STRUCTURAL STEEL PLATES TO BE SPACED EQUIDISTANT FROM COLUMN EDGE AND CENTERLINE.
TAPERED COLUMN
SECTION B-B - SIDE VIEW
1/2" x 2" x 1'-0" CORTEN STEEL
PLATE ON - OPPOSITE FACE OF
COLUMN FLANGE
GIRT
BOLTS
SUPPORTING
L-ANGLE
GIRT JOINT AT
TAPERED COLUMN
COLUMN BASE PLATE REPAIR NOTES:
1. COLUMNS NOT YET REINFORCED WITH THE WELDED PLATE SHOWN ABOVE TO RECEIVE THE SAME REINFORCEMENT TO PREVENT FURTHER DEGRADATION.
2. ALL WELDS SHALL BE IN COMPLIANCE WITH AWS D1.1.
3. ELECTRODES SHALL BE LOW HYDROGEN E7018.
4. EXST. HIGH-STRENGTH ANCHOR BOLTS NOT SHOWN IN COLUMN REPAIR DETAIL FOR CLARITY. REFER TO 3/S-500 FOR NEW ANCHOR BOLTS TO BE INSTALLED AT
COLUMN BASE.
5. REFER TO SPECIFICATION 051200 FOR STRUCTURAL STEEL REQUIREMENTS.
FRP PANEL
L-ANGLE SUPPORTING GIRT
S.S. SUPPORT PLATE
GIRT (TYP.)
TAPERED STRUCTURAL COLUMN
2" x 24" x 3'-9"
BASE PLATE (TYP.)
BOTTOM OF PLASTIC MEDIA
EL. 8.67
TOP OF COLUMN BASE
EL. 4.17
EXISTING COLUMN BASE SECTION (TYP.)
SCALE: NONES-500
CONCRETE PIER
COLUMN REPAIR DETAIL
SCALE: NONES-500
SIDE VIEW
CONCRETE COLUMN BASE
SEE DETAIL 2
TAPERED COLUMN
DW
REPAIR PLATE DETAIL
EXST. HIGH-STRENGTH
ANCHOR BOLT
13/16"
STAINLESS STEEL ANCHOR
BOLTS (SEE NOTES)
2'-4 1/8"
1' -5
2'-4 7/8"
SEE DETAIL 2
EM
BE
D
STEEL BASE PLATE - 2" x 24" x 3'-9"
ANCHOR BOLT (TYP. 4 PER PLATE).
HOLE SIZES TO BE AS REQUIRED TO
INSTALL 1 1/4" Ø ANCHOR RODS.
4"
TY
P.
4 1/4" (TYP.)
1' -6
EQ
EQ
COLUMN ANCHOR BOLT REPAIR NOTES:
1. EXST. HIGH-STRENGTH ANCHOR BOLTS NOT SHOWN IN COLUMN REPAIR DETAIL SIDE VIEW FOR CLARITY IN SHOWING NEW ANCHOR BOLTS TO BE
INSTALLED AT COLUMN BASE.
2. ANCHOR BOLTS: 1-1/4" Ø STAINLESS STEEL THREADED ROD SET IN HILTI HIT-HY 200 INJECTION ADHESIVE.
3. NUT AND WASHER: 1-1/4" HEAVY HEX HEAD NUT & WASHER 304 STAINLESS STEEL.
4. REFER TO SPECIFICATION 051200 FOR POST-INSTALLATION ANCHOR REQUIREMENTS.
EQ EQ EQEQ
EXST. HIGH STR.
ANCHOR BOLTS
EQ
EQ
6" 6"
1/4
GIRT
B
B
1/4" CORTEN STEEL REINFORCEMENT PLATE -
SEE REPAIR PLATE DETAIL & COLUMN BASE
PLATE REPAIR NOTES
1/4
TYP. NS
& FS
VIEW FROM INSIDE PMTF #4
C C
SECTION C-C - TOP VIEW
RING STIFFENER AT COLUMN CONNECTION DETAIL
SCALE: NONES-500
NOTES:
1. BID ALTERNATE GC-20A: CONTRACTOR SHALL PROVIDE COATING FOR TOP PERIMETER ANGLES AND RING STIFFENER.
2. REFER TO SPECIFICATION 099600 FOR COATING REQUIREMENTS.
FRP PANEL
BAR 1 1/2"X1/4"
W21x73 RING STIFFENER BEAM
FILLER PLATE
L 6x4x3/8 ANGLE
CORTEN STEEL COATING
BOLTS
TAPERED COLUMN
ANGLE BRACKET
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