1284LL23Q0069_0001.pdf
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- Solicitation number
- 1284LL23Q0069
- Issued by
-
Department of Agriculture Forest Service
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(x)
1284LL23Q0069
x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR
OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
84LL
COEUR DALENE ID 83815
3232 WEST NURSERY ROAD
IDAHO PANHANDLE NATIONAL FORESTS
USDA-FS CSA INTERMOUNTAIN 1
GAOA06/06/20230001
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
06/06/2023
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
GAOA Moose and Mink Creek Trail Bridge Materials, Moose Creek Ranger District, Nez
Perce-Clearwater National Forests
Purpose of this Amendment:
1)Extend closing date for offers due, new date: 06/22/2023 13:00 MT
2)Amend Section D of Solicitation to update Estimated Bill of Materials, update drawings of
Moose and Mink Creek to final
Return signed copy of amendment with offer
Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
SARAH L. ACKERMAN
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 3
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
1284LL23Q0069/0001
The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice
Processing Platform (IPP). The contractor must follow the instructions on how to register and submit invoices via IPP as prescribed in the previous communications from USDA and Treasury.
All invoices are to be submitted via the electronic Invoice Processing Platform. This is a mandatory requirement initiated by the U.S.
Department of Treasury and you can find more information at this website https://www.ipp.gov/index.htm. Please make sure that your company has registered at https://www.ipp.gov/vendors/enrollment-vendors.htm to establish your account.
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
SECTION D – CONTRACT DOCUMENTS, EXHIBITS, OR ATTACHMENTS
The following attachments are a part of this solicitation and any resulting contract.
Attachment No.: Description No. of Pages
1 Estimated Bill of Materials Moose Creek and Mink Creek Trail Bridges 2
2 Construction Plans for Moose Creek Bridge Repair, Trail #4 Milepost 24 14
3 Construction Plans for Selway River (Mink Creek) Bridge, Trail #438 Milepost 0.1 15
DATE
4/27/2023
DISTRICT
Moose Creek
COUNTY
Idaho
Route Trail No. 4
MILE POST
24.00
USEABLE WIDTH
8'
LENGTH
145'
*ITEM NO. DESCRIPTION LUMBER TYPE
MEMBER
COUNT CONTINGENCY QUANTITY HEIGHT (IN) WIDTH (IN)
**CUT LENGTH
(FT)
2 Running Planks Rough Sawn Treated DF-L #1 48 5.00% 51 3.00 12.00 12
3 Deck Planks Rough Sawn Treated DF-L #1 143 5.00% 151 3.00 12.00 9
3 Approach Span Extended Deck Planks Rough Sawn Treated DF-L #1 5 5.00% 6 3.00 12.00 14
3 Curb Rail *S4S Treated DF-L #1 24 5.00% 26 5.50 5.50 12
3 Curb Blocks S4S Treated DF-L #1 3 5.00% 4 1.50 5.50 10
3 Solid Bridging (blocking) *S4S Treated DF-L #1 6 5.00% 7 3.00 12.00 12
4 Needle Beams Rough Sawn Treated DF-L #1 8 0.00% 8 8.00 10.00 16
5 Main Span Stringers (25% allowance) Rough Sawn Treated DF-L #1 10 0.00% 10 3.00 12.00 13.5
6 Top Plate above top chord S4S Treated DF-L #1 20 5.00% 21 1.50 5.50 12
7 Top Chord S4S Treated DF-L #1 40 5.00% 42 1.50 5.50 11.5
7 Bottom Chord S4S Treated DF-L #1 40 5.00% 42 1.50 5.50 11.5
7 Chord Splice Blocking S4S Treated DF-L #1 84 5.00% 89 1.50 5.50 2
7 Truss Ends (verticals) S4S Treated DF-L #1 8 12.50% 9 1.50 5.50 6
7 Cedar Lattice S4S Cedar #1 160 5.00% 168 0.75 5.50 7
7 Rail Braces S4S Treated DF-L #1 18 0.00% 18 2.50 5.50 7.75
11 Approach Span Railings S4S Treated DF-L #1 8 12.50% 9 2.50 7.50 13.25
11 Approach Span Railing Braces S4S Treated DF-L #1 10 0.00% 10 1.50 5.50 5.5
11 Approach Span Railing Posts S4S Treated DF-L #1 10 0.00% 10 3.50 5.50 6
11 Railing Post Blocks S4S Treated DF-L #1 10 0.00% 10 5.50 5.50 0.46
COUNT CONTINGENCY QUANTITY
1144 15% 1316
1304 15% 1500
104 15% 120
240 15% 276
230 15% 265
16 15% 19
0 15% 0
228 15% 263
108 15% 125
0 15% 0
720 15% 828
372 15% 428
124 15% 143
360 15% 414
194 15% 224
124 15% 143
320 15% 368
40 15% 46
160 15% 184
8 15% 10
26 15% 30
106 15% 122
20 10% 22
34 15% 40
36 15% 42
18 15% 21
360 15% 414
308 15% 355
198 15% 228
COUNT CONTINGENCY QUANTITY
18 15% 21
216 15% 249
108 15% 125
36 15% 42
18 0% 18
18 0% 18
4 0% 4
2 0% 2
80 15% 92
*Denotes changes from original solicitation
DESCRIPTION
5/16 x 4" Rugged Structural Screw (RSS)
5/8" Cable Clamps
1/2" Nut
5/8" Nut
*3/4" x 18" Hex Bolt
3/4" x 17" U-Bolt 2 1/2" o.c.
DESCRIPTION
Cable Hanger Clamp
5/8" Hanger Cable
(3/16) 3 1/2" x 1 1/2" Steel Expansion Tube
Simpson STC Clip
1/2" Predrilled Needle-Truss Plate (bottom)
3 1/2" x 1/8" x 2' Steel Expansion Plate
5/8" Cable Thimble
1/2" Predrilled Needle-Truss Plate (top)
8d Common 2 1/2" Nail
3/4" x 8" Hex Bolt
3/4" x 16" Hex Bolt
5/8" x 10" Hex Bolt
FOREST
Nez Perce - Clearwater National Forests
5/16 x 5 1/8" Rugged Structural Screw (RSS)
3/8" x 7" Rugged Structural Screw (RSS)
#8 x 2 1/2" R4 Multi-Purpose Screw
#9 x 3 1/8" R4 Multi-Purpose Screw
3/4" x 6" Lag Screw
5/8" Malleable Iron Washer
7/8" Malleable Iron Washer
BILL OF LUMBER
PROJECT
Moose Creek Trail Bridge Repairs
STRUCTURE
Suspension Trail Bridge
*all item numbers are in reference to the project estimate's itemization **refer to the member details in the repair plans for precise member dimensions
ESTIMATED BILL OF MATERIALS
3/4" Nut
BILL OF FASTENERS
BILL OF HARDWARE
*5/8" x 12" Hex Bolt
5/8" x 6" Hex Bolt
5/8" x 7" Hex Bolt
1/2" x 6" Hex Bolt
1/2" x 8" Hex Bolt
5/8" Split Washer
3/4" Split Washer
3/4" Standard Cut Washer
1/2" Split Washer
1/2" Standard Cut Washer
5/8" Standard Cut Washer
*3/4 Malleable Iron Washer
4/27/2023
DISTRICT
Moose Creek
COUNTY
Route Trail No. 438
MILE POST
0.10
USEABLE WIDTH
8'
LENGTH
250'
*ITEM NO. DESCRIPTION LUMBER TYPE MEMBER COUNT CONTINGENCY QUANTITY HEIGHT (IN) WIDTH (IN) CUT LENGTH (FT)
2 Running Planks Rough Sawn Treated DF-L #1 84 5.00% 89 3.00 12.00 12.00
3 Deck Planks Rough Sawn Treated DF-L #1 250 5.00% 263 3.00 12.00 9.00
3 Curb Rail *S4S Treated DF-L #1 42 5.00% 45 5.50 5.50 12.00
3 Approach Span Extended Deck Planks Rough Sawn Treated DF-L #1 4 5.00% 5 3.00 12.00 14.00
3 Curb Blocks S4S Treated DF-L #1 11 0.00% 11 1.50 5.50 10.00
3 Solid Bridging (blocking) *S4S Treated DF-L #1 11 5.00% 12 3.00 12.00 12.00
4 Top Plate/Rail Cap *S4S Treated DF-L #1 42 5.00% 45 1.50 5.50 12.00
5 Top Chord *S4S Treated DF-L #1 80 5.00% 84 1.50 5.50 12.50
6 Bottom Chord S4S Treated DF-L #1 80 5.00% 84 1.50 5.50 12.50
7 Chord Splice Blocking S4S Treated DF-L #1 160 5.00% 168 1.50 5.50 2.00
7 Truss Ends (verticals) S4S Treated DF-L #1 16 5.00% 17 1.50 5.50 6.00
7 Main Span Lattice *S4S Cedar #1 288 5.00% 303 0.75 5.50 7.17
7 Main Span Rail Braces S4S Treated DF-L #1 34 0.00% 34 2.50 5.50 7.75
7 Needle Beams Rough Sawn Treated DF-L #1 17 0.00% 17 8.00 10.00 16.00
7 Stringers Rough Sawn Treated DF-L #1 18 0.00% 18 3.00 12.00 14.50
11 Approach Span Lattice S4S Cedar #1 36 5.00% 38 0.75 5.50 5.58
12 Approach Span Stringers *S4S Treated DF-L #1 5 0.00% 5 5.50 11.50 22.50
13 Approach Span Bent Sill Rough Sawn Treated DF-L #1 1 0.00% 1 12.00 12.00 13.00
13 Approach Span Bent Posts Rough Sawn Treated DF-L #1 3 0.00% 3 12.00 12.00 4.25
13 Approach Span Bent Cap Rough Sawn Treated DF-L #1 1 0.00% 1 12.00 12.00 12.00
DESCRIPTION COUNT CONTINGENCY QUANTITY
5/16 x 5 1/8" Rugged Structural Screw (RSS) 2176 15.00% 2503
3/8 x 7" Rugged Structural Screw (RSS) 88 15.00% 102
5/16 x 4" Rugged Structural Screw (RSS) 1984 15.00% 2282
*#8 x 2 1/2" R4 Multi-Purpose Screw 80 15.00% 92
#9 x 3 1/8" R4 Multi-Purpose Screw 230 15.00% 265
3/4" x 6" Lag Screw 16 15.00% 19
8d Common 2 1/2" Nail 0 15.00% 0
5/8" Malleable Iron Washer 440 15.00% 506
3/4" Malleable Iron Washer 92 15.00% 106
7/8" Malleable Iron Washer 0 15.00% 0
1/2" Standard Cut Washer 1272 15.00% 1463
5/8" Standard Cut Washer 692 15.00% 796
3/4" Standard Cut Washer 220 15.00% 253
1/2" Split Washer 636 15.00% 732
5/8" Split Washer 354 15.00% 408
3/4" Split Washer 220 15.00% 253
1/2" x 6" Hex Bolt 596 15.00% 686
1/2" x 8" Hex Bolt 40 15.00% 46
5/8" x 6" Hex Bolt 304 15.00% 350
5/8" x 7" Hex Bolt 8 15.00% 10
5/8" x 10" Hex Bolt 60 15.00% 69
5/8" x 12" Hex Bolt 194 15.00% 224
5/8" x 13" Hex Bolt 0 15.00% 0
3/4" x 8" Hex Bolt 18 15.00% 21
3/4" x 16" Hex Bolt 0 15.00% 0
3/4" x 18" Hex Bolt 68 15.00% 79
3/4" x 22" Hex Bolt 28 15.00% 33
3/4" x 17" U-Bolt 2 1/2" o.c. 34 15.00% 40
1/2" Nut 636 15.00% 732
5/8" Nut 574 15.00% 661
3/4" Nut 318 15.00% 366
DESCRIPTION COUNT CONTINGENCY QUANTITY
Cable Hanger Clamp 34 15.00% 40
5/8" Wire Rope 408 15.00% 470
5/8" Cable Clamps 204 15.00% 235
5/8" Cable Thimble 68 15.00% 79
1/2" Predrilled Needle-Truss Plate (top) 34 0.00% 34
1/2" Predrilled Needle-Truss Plate (bottom) 34 0.00% 34
3 1/2" x 1/8" x 2' Steel Expansion Plate 4 0.00% 4
(3/16) 3 1/2" x 1 1/2" Steel Expansion Tube 2 0.00% 2
Simpson STC Clip 92 15.00% 106
*Denotes change from original solicitation
BILL OF FASTENERS
BILL OF HARDWARE
FOREST
Nez Perce - Clearwater National Forests
STRUCTURE
Suspension Trail Bridge
ESTIMATED BILL OF MATERIALS
PROJECT
Mink Creek Trail Bridge Repairs
BILL OF LUMBER
*all item numbers are in reference to the project estimate's itemization **refer to the member details in the repair plans for precise member dimensions
Moose Creek
Mink Creek
JuliaCohrs File Attachment 1_NCF_MooseCreek_MinkCreekEstimated Bill of Materials_Updated_06-13.pdf
NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
PROJECT:
DATE:SHEET INDEX
SHEET 1 COVER
SHEET 2 GENERAL NOTES
SHEET 3 GENERAL BRIDGE LAYOUT
SHEET 4 MAIN SPAN SUPERSTRUCTURE DETAILS
SHEET 6 TOWER NO.1 DETAILS
SHEET 5 TOWER NO.2 DETAILS
SHEET 7 CONCRETE REPAIR DETAILS
SHEET 8 APPROACH SPAN DETAILS
SHEET 9 TOWER CAP DETAILS
SHEET 10 CURB DETAILS
SHEET 11 HARDWARE DETAILS
SHEET 12 MISCELLANEOUS SUPERSTRUCTURE DETAILS
SHEET 13 MEMBER DETAILS
SHEET 14 MEMBER DETAILS
JUNE 7, 2023
1-21226
MOOSE CREEK BRIDGE REPAIR
TRAIL #4 MILEPOST 24
CONSTRUCTION PLANS FOR
SECTION 11, TOWNSHIP 32 NORTH, AND RANGE 12 EAST
LATITUDE 46.123797°, LONGITUDE -114.934181°
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION ONE
NEZ PERCE - CLEARWATER NATIONAL FORESTS
MOOSE CREEK RANGER DISTRICT
IDAHO COUNTY, IDAHO
PLANS PREPARED BY:
GRAYSON GILLIN, PE
BRIAN G JOHNSON, EI
QA/QC BY:
KARL YAKAWICH, PE
PROJECT LOCATION
NOTE:
DRAWING SCALE IS ONLY ACCURATE
WHEN PLANS ARE PLOTTED ON 11" X 17"
(TABLOID)-SIZED PAPER.
2501 BELT VIEW DRIVE
HELENA, MT 59601
(406)449-8627
Bonners Ferry
Sandpoint
Coeur d'Alene
St. Maries
Moscow
Lewiston
Orofino Pierce
Kamiah
Grangeville
New Meadows Salmon
Boise
Mountain Home
Twin Falls Burley
Pocatello Soda Springs
Falls
Rexburg
Island Park
W
AS
H I N
G
TO
N O
R
EG
UTAHNEVADA
M
NTANA
12333
21308
RECOMMENDED BY:
APPROVED BY:
GENERAL NOTES
1-21226 JUNE 7, 2023 SHEET NO.
2 OF 14GCG
BGJ
KFY
PREPARED BY:
DESIGNED:
DRAWN:
DESIGN CHECKED:
DRAWING CHECKED:
DATE: NO. DATEBYREVISION DESCRIPTION
RT
GENERAL BRIDGE LAYOUT
3 OF 14GCG
TOWER
NO. 2
NO. 1
SE
C
EE
K
LOOKING DOWNSTREAM
ABUTMENT
NO. 3
ABUTMENT
TO MOOSE CREEKGUARD STATION
ITEM WORK DESCRIPTION LUMBER TYPE
1 WHOLE BRIDGE - CABLES, CAMBER ADJUSTMENT, REPLACE HANGER CABLES AND HARDWARE N/A
2 REPLACE RUNNING PLANKS ROUGH SAWN TREATED DF-L #1
3 REPLACE ALL DECK PLANKS, CURBING, CURB BLOCKING, AND BRIDGING S4S/ROUGH SAWN TREATED DF-L #1
4 REPLACE 8 OF THE 9 EXISTING NEEDLE (FLOOR) BEAMS ROUGH SAWN TREATED DF-L #1
5 REPLACE (25%) MAIN SPAN STRINGERS AS NEEDED ROUGH SAWN TREATED DF-L #1
6 REPLACE TOP CHORD PLATE S4S TREATED DF-L #1
7 REPLACE TOP AND BOTTOM CHORDS AND CEDAR LATTICE S4S TREATED CEDAR #1
8 INSTALL NEW EXPANSION JOINTS N/A
9 REPLACE TOWER CAPS TREATED GLULAM 24F-V8
10 SEAL AND REPAIR CONCRETE PEDESTAL FOUNDATIONS N/A
11 REPLACE APPROACH RAILINGS, BRACES, POSTS S4S TREATED DF-L #1
12 INSTALL SHIM UNDER MAIN SPAN STRINGERS AT TOWER #2 S4S TREATED DF-L #1
TO MOOSE CREEK
GUARD STATION
TO SELWAY FALLS
WORK STATION
MAIN SPAN SUPERSTRUCTURE DETAILS
4 OF 14GCG
TOWER NO.1 DETAILS
5 OF 14GCG
TOWER NO.2 DETAILS
6 OF 14GCG
CONCRETE REPAIR DETAILS
7 OF 14GCG
LOCATION REPAIR DESCRIPTION
SHALLOW REPAIR
AREA (SF)
CONCRETE SURFACE
COAT AREA (SF)
TOWER #1 - FOUNDATION
CONCRETE SURFACE REPAIR: REMOVE
LOOSE/DETERIORATED CONCRETE AND
APPLY SURFACE COAT TO EXPOSED FACES.
N/A ± 100
TOWER #2 - UPSTREAM FOUNDATION
N/A ± 80
TOWER #2 - DOWNSTREAM
FOUNDATION
FILL VOIDS/ROCK POCKETS NEAR BASE.
± 10 ± 80
ABUTMENT #3
N/A ±30
APPROACH SPAN DETAILS
8 OF 14GCG
TOWER CAP DETAILS
9 OF 14GCG
CURB DETAILS
10 OF 14GCG
HARDWARE DETAILS
11 OF 14GCG
MISCELLANEOUS SUPERSTRUCTURE DETAILS
12 OF 14GCG
MEMBER DETAILS
13 OF 14GCG
14 OF 14GCG
2_NCF_Moose Creek - Plans.pdf
NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
DATE:SHEET INDEX
SHEET 1 COVER
SHEET 2 GENERAL BRIDGE NOTES
SHEET 3 GENERAL BRIDGE LAYOUT
SHEET 4 MAIN SPAN SUPERSTRUCTURE DETAILS
SHEET 5 TOWER NO. 1 DETAILS
SHEET 6 TOWER NO. 2 DETAILS
SHEET 7 TOWER CAP DETAILS
SHEET 8 APPROACH SPAN DETAILS
SHEET 9 BENT NO. 3 CRIB WALL DETAILS
SHEET 10 CURB DETAILS
SHEET 11 HARDWARE DETAILS
SHEET 12 MISCELLANEOUS SUPERSTRUCTURE DETAILS
SHEET 13 CONCRETE REPAIR DETAILS
SHEET 14 MEMBER DETAILS
SHEET 15 MEMBER DETAILS
JUNE 7, 2023
1-21226
SELWAY RIVER (MINK CREEK) BRIDGE
TRAIL #438 MILEPOST 0.1
CONSTRUCTION PLANS FOR
SECTION 22, TOWNSHIP 32 NORTH, AND RANGE 11 EAST
LATITUDE 46.097626°, LONGITUDE -115.072160°
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MOOSE CREEK RANGER DISTRICT
IDAHO COUNTY, IDAHO
NOTE:
DRAWING SCALE IS ONLY ACCURATE
WHEN PLANS ARE PLOTTED ON 11" X 17"
(TABLOID)-SIZED PAPER.
Bonners Ferry
Sandpoint
Coeur d'Alene
St. Maries
Moscow
Lewiston
Orofino Pierce
Kamiah
Grangeville
New Meadows Salmon
Boise
Mountain Home
Twin Falls Burley
Pocatello Soda Springs
Falls
Rexburg
Island Park
W
AS
I N
G
TO
EG
UTAHNEVADA
NTANA
PLANS PREPARED BY:
GRAYSON GILLIN, PE
BRIAN G JOHNSON, EI
QA/QC BY:
KARL YAKAWICH, PE
12333
21308
GENERAL BRIDGE NOTES
2 OF 15GCG
NORTH
GENERAL BRIDGE LAYOUT
3 OF 15GCG
SE
LW
A Y
IV
ER
LOOKING UPSTREAM
NO. 1 TOWER
TO MOOSE CREEK
GUARD STATION
TO SELWAY FALLS
WORK CENTER
BENT
ITEM WORK DESCRIPTION LUMBER TYPE
1 WHOLE BRIDGE - CABLES, CAMBER ADJUSTMENT, REPLACE HANGER CABLES AND HARDWARE N/A
2 REPLACE RUNNING PLANKS ROUGH SAWN TREATED DF-L #1
3 REPLACE ALL DECK PLANKS, CURBING, CURB BLOCKING, AND BRIDGING S4S/ROUGH SAWN TREATED DF-L #1
4 REPLACE 8 OF THE 9 EXISTING NEEDLE (FLOOR) BEAMS ROUGH SAWN TREATED DF-L #1
5 REPLACE (25%) MAIN SPAN STRINGERS AS NEEDED ROUGH SAWN TREATED DF-L #1
6 REPLACE TOP CHORD PLATE S4S TREATED DF-L #1
7 REPLACE TOP AND BOTTOM CHORDS AND CEDAR LATTICE S4S TREATED CEDAR #1
8 INSTALL NEW EXPANSION JOINTS N/A
9 REPLACE TOWER CAPS TREATED GLULAM 24F-V8
10 SEAL AND REPAIR CONCRETE PEDESTAL FOUNDATIONS N/A
11 REPLACE APPROACH RAILINGS, BRACES, LATTICE S4S TREATED DF-L & CEDAR #1
12 REPLACE APPROACH STRINGERS WITH NEW STRINGERS S4S TREATED DF-L #1
13 REPLACE APPROACH BENT NO. 3 S4S TREATED DF-L #1
MAIN SPAN SUPERSTRUCTURE DETAILS
4 OF 15GCG
TOWER NO. 1 DETAILS
5 OF 15GCG
TOWER NO. 2 DETAILS
6 OF 15GCG
TOWER CAP DETAILS
7 OF 15GCG
APPROACH SPAN DETAILS
8 OF 15GCG
BENT NO. 3 CRIB WALL DETAILS
9 OF 15GCG
CURB DETAILS
10 OF 15GCG
HARDWARE DETAILS
11 OF 15GCG
MISCELLANEOUS SUPERSTRUCTURE DETAILS
12 OF 15GCG
CONCRETE REPAIR DETAILS
13 OF 15GCG
LOCATION REPAIR DISCRIPTION
CONCRETE SURFACE
COAT AREA (SF)
SHALLOW REPAIR AREA
(SF)
TOWER #1 - FOUNDATION
LOOSE/DETERIORATED CONCRETE AND APPLY
SURFACE COAT TO EXPOSED FACES.
± 230 ± 10
TOWER #2 - UPSTREAM FOUNDATION
± 80 ± 10
TOWER #2 - DOWNSTREAM
FOUNDATION
± 80 ± 10
14 OF 15GCG
15 OF 15GCG
3_NCF_Mink Creek - Plans.pdf
File details come from the government source that posted it. Updated .