751_20159.JBB_Plans_Part 2.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 220000000579
- Issued by
- Houghton County, Holly Village, Michigan
About this file
This document contains plans and details for the Sturgeon River Bridge Rehabilitation project in Houghton County, Michigan, managed by the Michigan Department of Technology, Management and Budget (DTMB), Facilities and Business Services Administration, Design and Construction Division. The project involves repairs to the existing bridge, including cleaning and repairing bearings, scour protection, concrete patching, and installing new railings and fencing. Key details include the proposed plan of the bridge structure, delamination elevations, structural cross sections, and various construction details. Bids for this project are due by 2:00 p.m. on the due date, and electronic submissions must be uploaded to the SIGMA VSS system. Approved emailed submissions may be accepted on a case-by-case basis prior to the deadline. The project is located in Houghton County and Holly Village.
Regarding pricing, the document does not provide specific pricing information. However, it notes that the project will be funded by the State of Michigan, and there are no indications of set-asides or incumbents. Bidders are advised to carefully review the entire document and to direct any questions to the designated contact, Deana Wuori, at OHM Advisors.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
3020105
P
L
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S
I
Q
U
E
R
E
I S
P E
N I
N
S U
L
A M
A
M
O E
N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ stu rg eo n_ riv er _b rid ge
_re ha b\D ra wi ng s\C ivi l\P lan s_ Co ns t\2
0C
ON
str uc t.d wg
S ep
, 2
2 - 2:
pm
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
STURGEON RIVER BRIDGE PROPOSED1
STURGEON RIVER BRIDGE PROPOSED1
30 FT WOOD FENCING,
6 FT POST SPACING,
SEE 2/C-202
S-502
S-502
S-502
S-502
S-502
S-502
S-502
S-502
RAILING, 302 FT
PROPOSED RAILING,
SEE S-502
CLEAN AND REPAIR BEARINGS
SEE DETAILS 4 & 5 ON S-502
CLEAN AND REPAIR BEARINGS
SEE DETAILS 4 & 5 ON S-502
SCOUR REPAIRS,
SEE DETAIL 2/S-501
SCOUR PROTECTION
FOOTING DIMENSIONS ARE
ASSUMED AND SHOWN FOR
INFORMATIONAL PURPOSES ONLY
14.4'
9.7'
12.7'
12.7'
SCOUR PROTECTION
RIPRAP, PLAIN
FILTER AGGREGATE
INSTALL TOE ALONG RIVER SIDE
RIPRAP, HEAVY
INSTALL FLOWABLE FILL IN SCOUR HOLE. INSTALL FORMS
TO ALLOW FOR INSTALLATION AND CONTAINMENT OF
FLOWABLE FILL. REMOVE FORMS AFTER FLOWABLE FILL
HAS HARDENED (MINIMUM 7 DAYS)
6.0'
FLOWABLE FILL EXTENDS 2FT PAST
RIVERSIDE EDGE OF FOOTING
APPROXIMATE LOCATION
OF SCOUR HOLE
REINSTALL WEARING SURFACE
CLEAN AND REPAIR BEARINGS
SEE DETAILS 4 & 5 ON S-502
FOR INFORMATIONAL PURPOSES ONLY
00401300120
TODD JOHNSON
00401300150
GREGORY MAULE
00401300130
JOHN E & BARBARA J GELINE
00401300150
GREGORY MAULE
APPROACH RAILS, SEE DETAIL 2 ON C-202
SEE DETAIL 4 ON S-501, TYP
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
PIER
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
EDGE OF WATER 5/27/2021
AutoCAD SHX Text
EDGE OF WATER 5/27/2021
AutoCAD SHX Text
EDGE OF WATER 5/27/2021
AutoCAD SHX Text
EDGE OF WATER 5/27/2021
AutoCAD SHX Text
STURGEON RIVER
AutoCAD SHX Text
STURGEON RIVER
AutoCAD SHX Text
EX PILES
AutoCAD SHX Text
WING WALL
AutoCAD SHX Text
WING WALL
AutoCAD SHX Text
B/BANK
AutoCAD SHX Text
WING WALL
AutoCAD SHX Text
WING WALL
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
EXISTING RIPRAP
AutoCAD SHX Text
EXISTING METAL POST
AutoCAD SHX Text
EXISTING RIPRAP
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S-201
AutoCAD SHX Text 7136-20-0100
AutoCAD SHX Text
751/20159.JBB
AutoCAD SHX Text 09/30/2022
AutoCAD SHX Text
AutoCAD SHX Text
AR
AutoCAD SHX Text
MH
AutoCAD SHX Text
STURGEON RIVER BRIDGE REHAB
AutoCAD SHX Text
PROPOSED PLAN OF STRUCTURE
AutoCAD SHX Text
MM
AutoCAD SHX Text
ZH
AutoCAD SHX Text
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
SURFACE OF WATER 05/27/21 844.85'
feetGRAPHIC SCALE: FULL feetHALF
151053
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S
I
Q
U
E
R
E
I S
P E
N I
N
S U
L
A M
A
M
O E
N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ stu rg eo n_ riv er _b rid ge
_re ha b\D ra wi ng s\C ivi l\P lan s_ Co ns t\2
0C
ON
str uc
, 2
2 - 2:
pm
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
SOUTH WALL OF PEIR1
NORTH WALL OF PEIR3
SOUTH ABUTMENT2
NORTH ABUTMENT4
EXISTING GRADE,
APPROXIMATE
EXISTING GRADE,
APPROXIMATE
HAND CHIPPING, SHALLOW, 1.1 SYD
CONCRETE PATCHING, 1.0 CYD
HAND CHIPPING, SHALLOW, 19.2 SYD
CONCRETE PATCHING, 2.0 CYD
TYP
HAND CHIPPING, SHALLOW, 5.4 SYD
CONCRETE PATCHING, 1.0 CYD
TYP
HAND CHIPPING, SHALLOW, 3.5 SYD
CONCRETE PATCHING, 1.0 CYD
TYP
EXISTING GRADE,
APPROXIMATE
FOR INFORMATIONAL PURPOSES ONLY
NOTE:
BELOW GRADE REPRESENTATION IS FOR INFORMATIONAL PURPOSES ONLY AND SHOULD BE FIELD VERIFIED AS NEEDED.
NOTE:
BELOW GRADE REPRESENTATION IS FOR INFORMATIONAL PURPOSES ONLY AND SHOULD BE FIELD VERIFIED AS NEEDED.
INDICATES PATCHING TO BE
PERFORMED ON BACK WALL
ALL WORK ON THIS SHEET IS INCLUDED IN ALTERNATE 2 SCOPE OF WORK.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S-401
AutoCAD SHX Text 7136-20-0100
AutoCAD SHX Text
751/20159.JBB
AutoCAD SHX Text 09/30/2022
AutoCAD SHX Text
AutoCAD SHX Text
AR
AutoCAD SHX Text
MH
AutoCAD SHX Text
STURGEON RIVER BRIDGE REHAB
AutoCAD SHX Text
ALTERNATE 2 - DELAMINATION ELEVATIONS
AutoCAD SHX Text
MM
AutoCAD SHX Text
ZH
AutoCAD SHX Text
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text 1" = 5'
AutoCAD SHX Text 1" = 5'
1" = 5'
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S
I
Q
U
E
R
E
I S
P E
N I
N
S U
L
A M
A
M
O E
N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ stu rg eo n_ riv er _b rid ge
_re ha b\D ra wi ng s\C ivi l\P lan s_ Co ns t\2
0C
ON
str uc
, 2
2 - 2:
pm
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
TYPICAL SECTION - EX STEEL PLATE GIRDER2
PROPOSED RAILING7
WOOD FENCE TO STEEL RAILING3WOOD FENCE TO STEEL RAILING ELEVATION4
PROPOSED RAILING PLAN VIEW6
EXISTING PLAN VIEW1
F
T
O
C
T
Y P
WELDED SPLICE
RAILING SPLICE DETAILS5
AutoCAD SHX Text 6"x6" POST
AutoCAD SHX Text
DECK SIDE RAIL
AutoCAD SHX Text 6"Wx3'-9"Hx " WEATHERING STEEL PLATE 14" WEATHERING STEEL PLATE
AutoCAD SHX Text 2"x3"x4' LONG WEATHERING STEEL ANGLE
AutoCAD SHX Text DRILL HOLES TO ATTACH ANGLE AND PLATE TO 6x6 POST WITH #12 TORX HEAD SCREWS @ 12" OC
AutoCAD SHX Text 2"x8" HANDRAIL
AutoCAD SHX Text
2"X6" RAILING
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S-501
AutoCAD SHX Text 7136-20-0100
AutoCAD SHX Text
751/20159.JBB
AutoCAD SHX Text 09/30/2022
AutoCAD SHX Text
AutoCAD SHX Text
AR
AutoCAD SHX Text
MH
AutoCAD SHX Text
STURGEON RIVER BRIDGE REHAB
AutoCAD SHX Text
STRUCTURAL CROSS SECTIONS
AutoCAD SHX Text
MM
AutoCAD SHX Text
ZH
AutoCAD SHX Text
AutoCAD SHX Text 1" = 4'
AutoCAD SHX Text
EXISTING RAILING TO BE REMOVED
AutoCAD SHX Text
STEEL CROSS BRACING
AutoCAD SHX Text
STEEL PLATE GIRDER
AutoCAD SHX Text
STEEL BOTTOM CHORD BRACING
AutoCAD SHX Text
DOUBLE STEEL ANGLES
AutoCAD SHX Text
3 X 12 WEAR SURFACE
AutoCAD SHX Text
4 X 10 RS
AutoCAD SHX Text
4X RS DECK BOARDS
AutoCAD SHX Text 1"=1'
AutoCAD SHX Text PL " x 6" x 6" STICH WELD TO POST 14" x 6" x 6" STICH WELD TO POST INTERIOR FLANGES AND WEBS AND GRIND SMOOTH (TYP EA POST)
AutoCAD SHX Text HSS 8x4x - FLATWISE516 - FLATWISE
AutoCAD SHX Text W6X15
AutoCAD SHX Text
HSS 2 "X2 "X ", TYP12"X2 "X ", TYP12"X ", TYP316", TYP
AutoCAD SHX Text 316"
AutoCAD SHX Text
BTC-P10 TYP
AutoCAD SHX Text 1" = 1'
AutoCAD SHX Text 1" = 2'
AutoCAD SHX Text
BEVEL TOP OF POST
AutoCAD SHX Text
WOODEN FENCE
AutoCAD SHX Text
PROP GRADE
AutoCAD SHX Text 8" x 8" POST AT BRIDGE END OF WOODEN FENCE
AutoCAD SHX Text
SEE DECK RAILING TO POST DETAIL
AutoCAD SHX Text
STEEL PLATE, SEE DETAIL 5/C501
AutoCAD SHX Text RAIL TO POST SHALL BE SHOP FABRICATED WITH A MAXIMUM OF 4 POSTS PER SECTION AND MINIMUM OF 3 POSTS PER SECTION AND FIELD CONNECTED WITH SPLICE CONNECTION
AutoCAD SHX Text
REINSTALL WEARING SURFACE AFTER BRIDGE SYSTEM INSTALLATION
AutoCAD SHX Text
WITHIN INSIDE OF WEB AND FLANGE
AutoCAD SHX Text 2-5
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1"=5'
AutoCAD SHX Text 1"=5'
AutoCAD SHX Text
REMOVE AND SALVAGE WEAR SURFACE BOARDS AS NEEDED TO REMOVE DECK BOARDS.
AutoCAD SHX Text
REMOVE EX. RAILING
AutoCAD SHX Text
REMOVE POSTS (TYP)
AutoCAD SHX Text
EXISTING DECK BOARDS
AutoCAD SHX Text
W6X15 RAIL POST WITH TOP PLATE
AutoCAD SHX Text
NEW HSS MEMBERS AT POST LOCATIONS
AutoCAD SHX Text
STEEL RAILINGS
AutoCAD SHX Text
CUT DECK BOARDS FLUSH
AutoCAD SHX Text
RIP EXISTING DECK BOARDS AS NEEDED TO INSTALL NEW HSS MEMBERS
AutoCAD SHX Text
SEE NOTE FOR GAP SIZE
AutoCAD SHX Text NOTES (TYPICAL WELDED SPLICE): 1. FIXED SPLICE GAP = " FIXED SPLICE GAP = " 12" EXPANSION SPLICE GAP = 2"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
SCALE 1/2" = 1"
AutoCAD SHX Text
GUARDRAIL POST TO DECK BEAM, TYP SEE DETAILS 2 & 3, S-502
AutoCAD SHX Text
CLAMP, TYP SEE DETAILS 1, S-502
AutoCAD SHX Text
REINSTALL SALVAGED WEARING SURFACE WITH #10 X 6 INCH TORX HEAD SCREWS
ROTHOBLASS XS10120 WITH (16) SBD SELF DRILLING DOWELS INTO POST AND (4) 1/2" X 6" EPOXY ANCHORS INTOABUTMENT PER MANUFACTURER, OR APPROVED EQUAL.
U
R I
B U
E
S
U
N
U
M
C
I
R
C
U M
S
P
I
C
E
S
I
Q
U
E
R
E
I S
P E
N I
N
S U
L
A M
A
M
O E
N
A
M
ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
P:
\71
_7
0\7
0_ stu rg eo n_ riv er _b rid ge
_re ha b\D ra wi ng s\C ivi l\P lan s_ Co ns t\2
0C
ON
str uc
, 2
2 - 2:
pm
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
FA
CI
LI
TI
ES
A
N D
B U
SI
N
ES
S
SE
RV
IC
ES
A D
M
IN
IS
TR
A
TI
O N
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
TYPICAL EXPANSION BEARING REPAIR DETAIL 5
GUARD RAIL POST TO DECK BEAM DETAIL 2 CLAMP DETAIL1
TYPICAL FIXED BEARING REPAIR DETAIL4
SECTION A3
FOR INFORMATIONAL PURPOSES ONLY
S-502
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S-502
AutoCAD SHX Text 7136-20-0100
AutoCAD SHX Text
751/20159.JBB
AutoCAD SHX Text 09/30/2022
AutoCAD SHX Text
AutoCAD SHX Text
AR
AutoCAD SHX Text
MH
AutoCAD SHX Text
STURGEON RIVER BRIDGE REHAB
AutoCAD SHX Text
STRUCTURAL DETAILS
AutoCAD SHX Text
MM
AutoCAD SHX Text
ZH
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text 1" = 1'
AutoCAD SHX Text 1/2" = 1'
AutoCAD SHX Text
NTS
AutoCAD SHX Text W6
AutoCAD SHX Text 1 1/2" X 9" X 9"
AutoCAD SHX Text
HSS 8X4
AutoCAD SHX Text 3/16
AutoCAD SHX Text
@ HSS FLAT BOTH SIDES
AutoCAD SHX Text 3/16
AutoCAD SHX Text 3/16
AutoCAD SHX Text
1/4" X 3 1/2" X 7 1/2" ROUND CORNERS TO MATCH HSS
AutoCAD SHX Text
BTC-P10 TYP BOTH SIDES
AutoCAD SHX Text
TYP BOTH SIDES OVER FLARE-BEVEL GROOVE WELD
AutoCAD SHX Text 3/16
AutoCAD SHX Text W6
HSS 8X4
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
HSS 8X6X1/2
AutoCAD SHX Text
HSS 8X4
AutoCAD SHX Text
BTC - P10 BOTH SIDES
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EX BUILT-UP & L GIRDER SEE NOTE
AutoCAD SHX Text
EX 4X10 RS WOOD FIELD VERIFY - NOTCH AS REQUIRED @ CORNER
AutoCAD SHX Text
1" X 5 1/2" X 7 1/2" W/ (2) HOLES DRILLED & TAPPED FOR BOLTS @ 5" GA
AutoCAD SHX Text BAR OR t X 1" X 7" THICKNESS TO BE ANGLE THICKNESS + 1/8"
AutoCAD SHX Text
(2) 3/4" ASTM F3125GRADE 325 TYPE 3 BOLTS W/ MATCHING WASHERS
AutoCAD SHX Text 3/4" X 8" X 8" W/ (2) HOLES 7/8" HOLESCUT SLOT IN FIELD IF NEED @ EX STIFFNER (NOT SHOWN)
AutoCAD SHX Text 3/16
AutoCAD SHX Text 1-4
AutoCAD SHX Text 1-4
AutoCAD SHX Text 3/16
AutoCAD SHX Text 3/16
AutoCAD SHX Text
BOTH SIDES
AutoCAD SHX Text 3/16
AutoCAD SHX Text NOTE: DETAIL IS BASED ON ASSUMED 6X6 DOUBLE ANGLE TOP FLANGE & 1/2" WEB FIELD VERIFY & REPORT TO ENGINEER FOR ADJUSTMENT PRIOR TO GENERATING SHOP DRAWINGS.
AutoCAD SHX Text
REMOVE ALL SOILS AND DEBRIS FROM ABUTMENT/PIER AND BEARING COMPONENTS
AutoCAD SHX Text HAND TOOL CLEAN LOOSE SCALE, CORROSION, ETC. FROM BEARING COMPONENTS AND PROPERLY DISPOSE OF ANY SOILS (MAY CONTAIN LEAD PAINT) DO NOT CLEAN WITH AIR TOOLS. CAPTURE AND PROPERLY DISPOSE OF ALL LOOSE MATERIAL INCLUDING SOILS OR CORROSION.
AutoCAD SHX Text REMOVE AND REPLACE ALL BOLTS AT JOINT BETWEEN UPPER AND LOWER BEARING COMPONENTS USING ASTM F3125 GRADE 325 TYPE 3 BOLTS WITH MATCHING NUTS AND WASHERS MATCHING ORIGINAL BOLT DIAMETER, 3/4" , VIF. APPLY PERMATEX ANTI-SEIZELUBRICANT (OR APPROVED EQUAL) TO WASHERS AND NUTS.
AutoCAD SHX Text FIELD DRILL NEW HOLES IN EXISTING BASE PLATE AND CONCRETE ABUTMENT. PROVIDE ADHESIVELY ANCHORED ANCHOR RODS TO SUPPLEMENT CORRODED ANCHORS AS DIRECTED BY ENGINEER USING ASTM A588 (OR EQUIVALENT) ALL THREAD CORROSION RESISTANT ROD WITH MATCHING NUTS AND WASHERS MATCHING ORIGINAL ANCHOR ROD DIAMETER, 3/4" ,VIF. PROVIDE 10" MINIMUM EMBEDMENTIN CONCRETE WITH HILTI HIT-HY 200 ADHESIVE. APPLY PERMATEX ANTI-SEIZE LUBRICANT (OR APPROVED EQUAL) TO ROD NOT EMBEDDED IN CONCRETE, WASHERS AND NUTS.
AutoCAD SHX Text REMOVE ALL SOILS AND DEBRIS FROM ABUTMENT/PIER AND BEARING COMPONENTS INCLUDING BETWEEN ROCKER/ROLLER ELEMENTS.
AutoCAD SHX Text HAND TOOL CLEAN LOOSE SCALE, CORROSION, ETC. FROM BEARING COMPONENTS AND PROPERLY DISPOSE OF ANY SOILS (MAY CONTAIN LEAD PAINT)
AutoCAD SHX Text FIELD DRILL NEW HOLES IN EXISTING BASE PLATE AND CONCRETE ABUTMENT. PROVIDE ADHESIVELY ANCHORED ANCHOR RODS TO SUPPLEMENT CORRODED ANCHORS AS DIRECTED BY ENGINEER USING ASTM A588 (OR EQUIVALENT) ALL THREAD CORROSION RESISTANT ROD WITH MATCHING NUTS AND WASHERS MATCHING ORIGINAL ANCHOR ROD DIAMETER, 3/4" , VIF. PROVIDE 10" MINIMUMEMBEDMENT IN CONCRETE WITH HILTI HIT-HY 200 ADHESIVE. APPLY PERMATEX ANTI-SEIZE LUBRICANT (OR APPROVED EQUAL) TO ROD NOT EMBEDDED IN CONCRETE, WASHERS AND NUTS.
1" = 1'
| Sheets and Views |
| DT COVER |
| C-001 NOTES |
| C-101 PLAN OF SITE |
| C-102 PROPOSED PLAN OF SITE |
| C-202 GENERAL DETAILS |
| S-101 PLAN OF STRUCTURE |
| S-201 PROPOSED PLAN OF STRUCTURE |
| S-401 ALTERNATE 2 - DELAMINATION ELEVATIONS |
| S-501 STRUCTURAL CROSS SECTIONS |
| S-502 STRUCTURAL DETAILS |
File details come from the government source that posted it. Updated .