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NEWPO
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IVES LN
E
DR
G
L
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N
D
A
L
E
US
-23
GEDDES DAM
10 S. DIXBORO
RD. 48105
BARTON PUMP
STATION
1010 W. HURON
RIVER DR. 48103
M
-14
US
-23
W
.
H
U
R
O
N
R
I
V
E
R
D
R
.
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATINGAND REPAIRS
Stantec Project Number: 2075148300
V:\
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\act
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DRAWING INDEX:
DWG SHEET TITLEG-001 01 COVER SHEETG-002 02 GENERAL NOTES AND SITE DETAILSC-101 03 GENERAL SITE PLANC-102 04 NEW WORK PLANS-001 05 NOTESS-301 06 TAINTER GATE REPAIRS (GATE 1, 2 & 3) PLAN AND SECTIONSS-501 07 SECTIONS AND DETAILS IS-502 08 SECTIONS AND DETAILS IIS-503 09 SECTIONS AND DETAILS III
N
BID SET
ITB#: 4564JANUARY 2019
PROJECT LOCATION MAP
NOT TO SCALE
Chkd.Dwn. Dsgn.YY.MM.DD
File Name:
Chkd.Dwn. Dsgn.YY.MM.DD
File Name:148300_G-002.DWG BWA/FDA PJM PJM 12.10.11
Know what's below.before you dig.Call
R
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300_G-002
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ing\
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4830
0_g-
002
2019
.01.
29 1
0:58
:46
AM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
G-002
GENERAL NOTES AND SITE DETAILS
0
NOT TO SCALE
2
TREE PROTECTION FENCE DETAIL
GENERAL NOTES
1. PROVIDE TEMPORARY BARRIERS AS NEEDED FOR PROTECTION OF THE PUBLIC.
2. PROVIDE SIGNAGE FOR "CONSTRUCTION AHEAD", "WALKWAY CLOSED" AND "CAUTION", AND
OTHER SIGNAGE AS NECESSARY. IN GENERAL, IT IS ANTICIPATED THAT PUBLIC WALKWAY
CLOSURES WILL NOT BE NECESSARY; AND IF NECESSARY ONLY OCCASIONALLY AND FOR
SHORT DURATIONS (LESS THAN 1 DAY).
3. NO DEBRIS, DEMOLISHED ITEMS, CONSTRUCTION MATERIALS, ETC. SHALL BE PERMITTED TO
ENTER THE RIVER. ANY ITEMS FALLING INTO THE RIVER SHALL BE IMMEDIATELY REMOVED.
4. CIGARETTE BUTTS SHALL NOT BE DISCARDED INTO THE RIVER OR ON THE GROUND.
5. ALL OSHA/MIOSHA REQUIREMENTS SHALL BE ADHERED TO. SAFETY DEVICES SHALL BE WORN
AT ALL TIMES WHERE NEEDED FOR FALL PROTECTION AND/OR WATER SAFETY.
6. PROTECT EXISTING PAVEMENTS AND WALKS FROM DAMAGE.
7. RESTORE ALL DISTURBED AREAS AS PER THE SPECIFICATIONS.
8. PROTECT EXISTING TREES AS INDICATED IN THE DRAWINGS.
9. TEMPORARY CLOSURES OF OLD DIXBORO ROAD SHALL NOT BE PERMITTED.
PAINTING NOTES
1. ITEMS TO BE PAINTED ARE DESIGNATED IN THE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PAINTING ALL COMPONENTS OF THE DESIGNATED ITEMS.
2. WHERE POSSIBLE ITEMS SHALL BE SHOP PAINTED OFF SITE. OTHER ITEMS SHALL BE PAINTED
IN PLACE WITH CONTAINMENT.
3. PROTECT ALL CONCRETE FROM BLAST MEDIA AND BLASTING PROCESS.
4. PROTECT ALL MECHANICAL, ELECTRICAL AND OTHER COMPONENTS NOT INTENDED TO BE
BLASTED. PROTECT GREASED LIFT CHAINS.
5. TESTING CONFIRMS THE PRESENCE OF LEAD PAINT ON THIS PROJECT. SEE APPENDIX OF THE
SPECIFICATIONS FOR TEST RESULTS. THE CONTRACTOR SHALL ADHERE TO ALL
REQUIREMENTS OF SECTION 01370 (LEAD BASED PAINT REMEDIATION) IN THE SPECIFICATIONS.
6. STAINLESS STEEL SIDE SEALS SHALL NOT BE PAINTED.
7. REMOVE ANY MANUFACTURER NAMEPLATES, TAGS, ETC PRIOR TO BLASTING AND PAINTING.
REATTACH WITH STAINLESS STEEL RIVETS.
8. BLAST MEDIA SHALL BE FULLY CONTAINED AND IS NOT PERMITTED TO WASH DOWNSTREAM.
9. UNLESS NOTED OTHERWISE, ALL METAL TO BE COATED SHALL BE PREPARED SSPC-SP 10
NEAR WHITE METAL PRIOR TO PLACING COATINGS.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
. D
IX
B
O
R
O
R
D
.
OLD
D
IX
BO
RO
R
D.
BAY 1
BAY 2
BAY 3
BAY 4
GEDDES POND
HURON RIVER
GRAVEL PARKING LOT
BITUMINOUS PARKING LOT
B
IT
U
M
IN
O
U
S
P
A
T
H
CONTROL HOUSE
36" MAPLE
CONCRETE
ACCESS BRIDGE
WITH ALUMINUM
GUARDRAIL
LAWN
X
X
X
X
X
X
LAWN
T.W. = 731.0±
H.W. = 747.5±
<
<
<
100 YEAR FLOOD
EL. = 749.9
753.3 x
x 751.0
x CREST EL. 751.0 NOM.
LAWN
CONCRETE
ACCESS BRIDGE
WITH ALUMINUM
GUARDRAIL
CONCRETE
PIER
CONCRETE
RETAINING
WALL
CO
NC
RE
TE
B
RID
GE
DE
CK
BR
ID
GE
SHEET PILE
RETAINING WALL
RIP RAP
ARMORING
GATE
ACCESS
CONCRETE
SPILLWAY
CONCRETE
SPILLWAY
CO
NC
RE
TE
B
RID
GE
DE
CK
BIT
UM
IN
OU
S B
RID
GE
D
EC
K
BIT
UM
IN
OU
S B
RID
GE
D
EC
K
CONTRACTOR
STAGING AREA
CONTRACTOR
STAGING AREA
MAINTAIN 6' CLR.
1
4
3
2
4
4
1
5
5
4
1
1
NORTH SPILLWAY
SOUTH SPILLWAY
N
Know what's below.before you dig.Call
R
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300C-101
v:\2
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activ
e\20
7514
8300
\civi
l\de
sign\
draw
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gedd
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4830
0c-1
0120
19.0
1.29
10:
58:5
7 AM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
C-101
GENERAL SITE PLAN
0 3
NEW WORK AREA.
PROTECT EXISTING TREE.
CONTRACTOR MAY INSTALL CONSTRUCTION FENCE AS
REQUIRED.
CONTRACTOR MAY TAKE ONLY ONE BAY OUT OF SERVICE AT
A TIME FOR THE DURATION OF THE PROJECT.
BRIDGE SHALL NOT BE USED FOR STAGING OR AS A LIFT
PLATFORM.
SHEET NOTES:
1
2
3
4
5
BAY 4
BAY 3
20'-8"
SOUTH SPILLWAY
SCALE: 1/8" = 1'-0"
C-102
A
CONCRETE ACCESS WALK
x753.5
x751.0
CHAIN DRUM
(TYP. 2 PER GATE)
20'-8"
ALUMINUM GUARDRAIL
(TYP.)
NORTH SPILLWAY
SCALE: 1/8" = 1'-0"
BAY 2
BAY 1
CONCRETE ACCESS WALK
CHAIN DRUM
(TYP. 2 PER GATE)
TAINTER
GATE (TYP.)
C-102
A
23'-4"
23'-4"
ALUMINUM GUARDRAIL
(TYP.)
751.0
753.5
TOP OF STOP LOGS 748±
736.5
731.0±
SECTION A
SCALE: 1/8" = 1'-0"
R=7'-0"
TRUNNION 747.0℄TOP OF CLOSED GATE 748.75±
NORMAL H.W.S.EL.
747.5±
NEW WORK:
Know what's below.before you dig.Call
R
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300C-102
v:\2
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4830
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0220
19.0
1.29
10:
59:0
8 AM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
N
N
C-102
NEW WORK PLAN
0
AS NOTED
4
6
6
SHEET NOTES:
1 INSTALL TEMPORARY STOPLOGS. REMOVE STOPLOGS
UPON COMPLETION OF EACH GATE AND RETURN TO
OWNER'S STORAGE LOCATION AT THE END OF THE
PROJECT (STOPLOGS ARE STORED AT BARTON PUMP
STATION). CONTRACTOR MAY TAKE ONLY ONE BAY OUT
OF SERVICE AT A TIME.
2 RE-COAT GATE (BAYS 1, 2 AND 3).
3 REMOVE EXISTING CHAIN GUARD AND RE-INSTALL
AFTER PAINTING TORQUE TUBE.
4 UNSHACKLE CHAIN FROM GATE FOR COATING.
RE-ATTACH TO GATE AFTER COMPLETION.
5 AFTER RE-ATTACHING CHAINS, COORDINATE WITH CITY
FOR CALIBRATION OF POSITION INDICATORS ON HOISTS.
6 REPLACE EMBEDDED GATE STOPS FOR BAY NO. 4. SEE
DETAIL 4 ON DRAWING S-502. COAT IN PLACE.
SSPC-SP-10 NEAR WHITE.
7 IN CLOSED BAY, INSTALL TEMPORARY SERVICE
PLATFORM(S) AND FALL PROTECTION GUARD(S) AS
REQUIRED. INCLUDE BARRIER(S) TO PREVENT DEBRIS
FROM ENTERING RIVER.
8 RE-COAT TORQUE TUBE (BAYS 1,2 AND 3).
9 REPLACE SIDE-SEALS (GATES 1,2 & 3). SEE DETAIL 2 ON
DRAWING S-502.
10 REPLACE BOTTOM SEALS (GATES 1, 2 & 3). SEE DETAIL 3
ON DRAWING S-502.
3
3
3
3
1
1
2
2
5
5
3
3
1
5
2
3
PULL CHAIN
8
7
1
4
10
7
7
10
10
2
7
TORQUE TUBE, 8" Ø
8
9
8
8
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300S-001
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draw
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gedd
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4830
0s-0
0120
19.0
1.29
10:
59:2
0 AM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
A. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH OTHER PROJECT DRAWINGS AND SPECIFICATIONS.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, ETC., IN FIELD AND NOTIFY THE OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION OR SHOP DRAWINGS.
C. THE DRAWINGS ARE INTENDED TO REQUIRE AND TO INCLUDE ALL LABOR, MATERIAL AND EQUIPMENT PROPER FOR THE WORK.
D. ALL WORK SHALL COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES AND REQUIREMENTS.
E. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND SAFETY
PROCEDURES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR
THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
F. OBSERVE ALL OSHA / MIOSHA AND OTHER APPLICABLE SAFETY REQUIREMENTS INCLUDING THE USE OF SAFETY GLASSES, HARD HATS,
AND PROTECTION OF AREA WHEN WORKING OVERHEAD. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONSTRUCTION
SAFETY AT ALL TIMES.
G. COORDINATE WORK OF ALL DISCIPLINES (STRUCT., ELECT., ETC.) WITH EXISTING CONDITIONS, SPECIAL REQUIREMENTS, CONSTRUCTION
SCHEDULE AND OTHER CONTRACTORS PERFORMING WORK AT THE SITE.
H. THE CONTRACTOR SHALL DESIGN AND PROVIDE ANY TEMPORARY SHORING, BRACING, ETC., AS NEEDED FOR THE WORK SO AS NOT TO
ENDANGER THE STRUCTURAL INTEGRITY OF ANY EXISTING FEATURE.
I. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO EXISTING FEATURES AS A RESULT OF THIS WORK.
DAMAGED ITEMS SHALL BE REPLACED IN KIND AND AT NO ADDITIONAL COST TO THE OWNER.
J. SEE SPECIFICATIONS FOR FULL SCOPE OF REQUIREMENTS APPLICABLE TO THIS PROJECT.
K. SHOP DRAWINGS: REPRODUCTION OF DESIGN DRAWINGS SHALL NOT BE PERMITTED FOR SHOP DRAWING SUBMISSIONS. THE GENERAL
CONTRACTOR SHALL REVIEW AND PROVIDE REVIEW STAMP ON SHOP DRAWING SUBMISSIONS PRIOR TO SUBMITTAL TO ENGINEER
INDICATING UNDERSTANDING AND ACCEPTANCE OF SUBMITTAL AND CONFIRMING CONFORMANCE TO PROJECT PLANS/SPECIFICATIONS.
L. PRIOR TO PERFORMING ANY METAL REPAIRS, ABBRASIVE BLAST TAINTER GATE AND COORDINATE GATE INSPECTION WITH ENGINEER.
PARTICULAR REPAIRS SHALL BE FIELD DETERMINED BY CONSULTATION BETWEEN THE OWNER, CONTRACTOR AND ENGINEER.
M. AFTER STRUCTURAL REPAIRS ARE COMPLETE AND BEFORE INSTALLING SEALS, RE-BLAST AND COAT GATE AND ALL METALS PER
SPECIFICATION 09900-PAINTING.
1 - GENERAL NOTES
A. STRUCTURAL STEEL WORK INCLUDES ALL STRUCTURAL STEEL TO BE FURNISHED AND ERECTED, BEAMS, COLUMNS, CHANNELS,
ANGLES, JOISTS, LINTELS, BEARING PLATES, ETC., AS INDICATED ON THE DRAWINGS.
B. COMPLY WITH THE FOLLOWING CODES AND STANDARDS:
1. AISC STEEL CONSTRUCTION MANUAL, ASD, 9TH EDITION
2. AMERICAN WELDING SOCIETY (AWS) Dl.1 "STRUCTURAL WELDING CODE STEEL", LATEST EDITION.
3. CURRENT OSHA ERECTION AND FABRICATION REQUIREMENTS.
C. MATERIALS:
1. BEAMS, GIRDERS, SKIN PLATE AND COLUMNS: ASTM A992
2. ANGLES, BARS AND PLATES: ASTM A572 Gr50.
3. TUBE STEEL: ASTM A500, GRADE B Fy=42 KSI
4. PIPE: CONFORMING TO ASTM A53, GRADE B. U.N.O.
5. HIGH STRENGTH BOLTS: ASTM A 325.
6. CAST STEEL: ASTM A27.
7. WELDS: E70XX ELECTRODES.
D. ALL STRUCTURAL STEEL SHOP CONNECTIONS SHALL BE WELDED AND ALL FIELD CONNECTIONS SHALL BE HIGH-STRENGTH
BOLTED UNLESS SHOWN OTHERWISE.
E. ALL BOLTS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION UNLESS NOTED OTHERWISE. SLIP CRITICAL BOLTS SHALL BE
USED AT ALL MOMENT CONNECTIONS.
F. PROVIDE S.S. ANCHORS AND OTHER DEVICES TO BE BUILT INTO CONCRETE WORK.
G. STEEL SHALL RECEIVE PAINT SYSTEM AS PER PAINT SPECIFICATIONS (SECTION 09900).
H. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY
OF STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS.
I. PIPE SCHEDULE DIMENSIONS AS FOLLOWS:
J.
3
16
" CAP PLATE REQUIRED ON ALL TUBES AND PIPES. WELD WATER TIGHT.
2 - STRUCTURAL STEEL
A. ALL WELDS TO BE CONTINUOUS FILLET. RIB TO SKIN PLATE WELDS TO BE 3/16". OTHER WELDS TO BE 1/4" UNLESS NOTED.
B. ALL CORNERS AND EDGES IN CONTRACT WITH RUBBER SEALS TO BE ROUNDED. ALL CUT OR DRILLED EDGES SHALL BE
SMOOTHENED AND DEBURRED.
C. ENDS OF ALL PIPE MEMBERS TO BE CLOSED AND WELDED WATERTIGHT.
D. FOR TOLERANCES SEE SPECIFICATIONS.
E. SEALS SHALL BE CONTINUOUS, WATERTIGHT AND SPLICES IF REQUIRED SHALL BE VULCANIZED.
F. SKIN PLATE JOINTS TO BE WATERTIGHT, FULL PENETRATION BEVEL BUTT WELDS WELDED FROM BOTH SIDES. WELDS TO BE
GROUND FLUSH WHERE IN CONTACT WITH SEALS.
G. ALL SURFACE FINISHES SPECIFIED IN µ-INCHES (MICRONS) TEXTURE.
H. SURFACE FINISH ON BEARING PINS FOR RUNNING FIT SUBJECT TO RECOMMENDATIONS OF BEARING MANUFACTURER.
FABRICATOR SHALL COORDINATE WITH BEARING MANUFACTURER.
I. UNLESS NOTED OTHERWISE, FAYING SURFACES SHALL BE FINISHED TO 125µ-INCHES.
J. APPROXIMATE ANGLES AND DIMENSIONS SHOWN ON DRAWINGS. REPLACEMENT COMPONENTS SHALL BE FABRICATED TO MATCH
EXISTING, BASED ON THE CONTRACTORS FIELD MEASUREMENTS.
3 - FABRICATION
SCH NOM. SIZE O.D. WALL
80 2
1
2
2.875 0.276
80 5 5.563 0.375
160 8 8.625 0.906
S-001
NOTES
0
N/A
5
4
15
16
"
WT4x7.5
(2) STIFFENER PL'S. 2
1
2
"x
1
2
" (TYP.)
HORIZ. GIRDER
W16x31 (BOTTOM)
W16x31 (TOP)
STIFFENER PL'S.
STIFFENER PL. 2
1
2
"x
1
2
" (BOTTOM GIRDER ONLY)
3'-4"
GA
TE
3: 20'-8"
GA
TE
S 1 &
2: 23'-4"
C TRUNNIONS
L
SKIN PL.
3
8
"
A992
50 KSI
C LIFTING LUG
L
PL.
1
2
"
PL.
3
4
"
1
1
2
" Ø HOLE
CHAIN BEARING
PL. 12 x
1
4
CONTINUOUS
THROUGH ARC
SYMM. ABOUT C
L
4
1
2
"
6
1
4
"
3
3
4
"
EXIST. GATE WALLS
5"Ø PIPE
SCH. 80 (TYP.)
5
1
4
"
(3) 2
1
2
"x
1
2
" PL.
BOTTOM SIDE
6" SPACING
(TYP. EA. BRACE)
4
4
1
(TYP.)
NEW 13/16" DRAIN HOLES, EACH
GIRDER
1
7
7
3/8
TYP.
(MIRROR SECTION
ON OPPOSITE WALL)
W16x31
PL.
1
2
"
PL.
3
8
"
PL.
3
4
"
2
1
2
"Ø PIPE
SCH. 80
WT4x7.5
SKIN PL.
3
8
"
FLOW
EL. 748.0
EL. 736.207
5"Ø PIPE
SCH. 80
W16x31
R
17'-0" T
O
U
P
S
T
R
E
A
M
F
A
C
E
O
F
S
K
IN
P
L.
WAVE DEFLECTOR
C TRUNNION
L
4'-11
15
16
"
6
'-
0
"
1
'
-
9
"
3
1
2
4
2
°
4
7
'0
0
"
2
0
°
1
3
'2
0
"
16°39'47"
5
°
5
3
'
5
3
"
9"
5
2
1
2
" Ø PIPE
SCH 80
8
7
2
1
2
"DIA. SCH. 80
PIPES (TYP.)
CAP ALL ENDS
GUIDE ROLLER
SKIN PL.
3
8
"
W16x31
W16x31
WT4x7.5 (TYP.) RADIAL ARM SUPPORTSYMM. ABOUT C
L
4
2
3
4
6
1
S-301
PLAN VIEW
1/2"=1'-0"
2
S-301
SECTION
1/2"=1'-0"
2
S-501
2
S-301
3
S-501
5
S-501
3
S-301
1
S-501
1
S-502
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300S-301
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0120
19.0
1.29
12:
49:3
9 PM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
S-301
TAINTER GATE REPAIRS (GATE 1, 2 & 3)PLAN AND SECTIONS
0
AS NOTED
6
SHEET NOTES:
1 REPLACE GATE ARMS. NUMBER AND LOCATION TO BE
FIELD-DETERMINED
2 REPLACE CROSS SUPPORTS AND CONNECTOR PLATES. CAP ENDS OF
ALL PIPES. NUMBER AND LOCATION TO BE FIELD-DETERMINED
3 REMOVE OLD AND INSTALL NEW BATTEN BAR AND BOTTOM SEAL
4 REMOVE OLD AND INSTALL NEW BATTEN BAR AND SIDE SEALS
5 SEE DETAIL 1 ON S-501 FOR CHAIN COUPLING REQUIREMENTS
6 REPLACE 3/4" Ø BOLTS AND LOCK-WASHERS. NUMBER AND LOCATION
TO BE FIELD-DETERMINED
7 REPLACE HUB AND TRUNNION PIN
8 REPLACE UPRIGHT SUPPORT
3
S-301
SECTION
1/4"=1'-0"
2
S
-5
0
1
5
S-501
3
S-301
6
S-501
7
S-501
NEW WORK:
2
S-501
(TYP.)
STIFFENER PL.
1
2
"
PL.
3
4
"x10"x10"
5"Ø
SCH 80
3
4
" BOLTS (TYP.)
5"Ø
SCH 80
CAST STEEL TRUNNION HUB.
FABRICATE HUB ASSEMBLY W/
3
4
"
PLATES BEFORE MACHINING.
SEE DETAIL 4/S-503 FOR I.D.
REQUIREMENTS.
"LUBRITE" BUSHING (SEE DETAIL 4/S-503)
1
9
°5
0
' T
R
U
E
A
N
G
L
E
B
E
T
W
E
E
N
A
R
M
S
1
'-
9
"
PL. 3/4
1'-0" O.D.
5/16
3/8 5/16
PL. 3/4
2"
2
1
4
"
2"
1
4
" COMPRESSION
ROUND CORNER
SIDE SEAL
CLAMP BAR
1
2
" x 2"
1"
3
8
"
C
5
8
" Ø BOLT WITH NUT AND
WASHERS, 316 SS @ ± 4" O.C.
SEAL WASHER (SEE NOTE 8)
1
16
" NEOPRENE GASKET
11
16
" x 1
1
8
" SLOTED
HOLES IN L4x4
6"
L4x4x
1
2
C
5
8
" Ø BOLTS WITH
NUT AND WASHER, 316 SS @ 4"± O.C.
L
L
SEAL BAR
1
2
" X 2"
3
8
" SKIN PL
WT 8
SKIN PL.
3
8
"
5
16
BACKING BAR 1
1
4
x1
1
4
CLAMP BAR
5
8
1
8
"
1
4
" COMPRESSION
GRIND ROUND
EL. 736.207
C
5
8
" Ø BOLTS
NUTS & WASHERS, 316 SS @
4"± O.C.
L
MILL OR FLAME
CUT AND GRIND
R
1
8
"
2
3
4
"
2
1
2
12
FLOW
W.P.
SKIN PL.
3
8
"
L4x4
2
"
2
"
2
"
3
4
"
2
3
4
"
1
1
4
"
CLAMP BAR
1
2
"
FLOW
BACKING BAR 1
1
4
"
CLAMP BAR
5
8
W.P.
1
4
" C
L
E
A
R
(L
4
x4
)
1
8
" COMPRESSION (SIDE
SEAL AND RUBBER PLUG)
2
1
2
12
L4x4
RUBBER PLUG
SKIN PL.
3
8
"
BOTTOM SEAL
SEE DETAIL 3/S-502
CLAMP BAR
5
8
"
RUBBER FILLER
1
2
" RUBBER PLUG
(CEMENT TO SIDE AND
BOTTOM SEALS)
FLO
W
SIDE SEAL
SEE DETAIL
2/S-502
CLAMP BAR
1
2
"
ST4B
PL. 1
1
4
"
SKIN PL.
3
8
"
CHAIN BEARING PL.
1
4
"
CONTINUOUS ALONG ARC
TEMPORARILY STORE
5
8
"
ALLOY STEEL CHAIN
DISCONNECT AND
REINSTALL
COUPLING LINK
1" DIA. HOLE
3
"
DISCONNECT AND
REINSTALL SHACKLE
PL.
3
4
"
1'-3"
PL.
3
4
"x9"x1'-4"
5"Ø PIPE
SCH 80
2
S-501
SECTION
1 1/2"=1'-0"
5
S-501
DETAIL
3"=1'-0"
3
S-501
SECTION - HUB ASSEMBLY
3/4"=1'-0"
4
S-501
4
S-501
SECTION
3/4"=1'-0"
6
S-501
DETAIL
3"=1'-0"
7
S-501
BOTTOM SEAL CONER
3"=1'-0"
8
S-501
SECTION
3"=1'-0"
8
S-501
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300S-501
v:\2
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\civi
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draw
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4830
0s-5
0120
19.0
1.29
1:2
1:22
PM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
S-501
SECTIONS AND DETAILS I
0
AS NOTED
7
1
S-501
DETAIL - CHAIN PULL CONNECTION
1 1/2"=1'-0"
3,4,5
S-503
WT4
STIFF. PL.
3
8
"
2
1
2
" SCH. 80 PIPE
1/4 TYP.
STIFF. PL.
3
8
"
4"
CAP
4"
1
3
4
"
9
16
"
3
1
2
"
1
4
"
1
4
"
9
16
"
1
4
"
1
4
"
REPLACE GATE
STOP. SEE DETAIL
10/S-502
EL. 755.0
EL. 751.0
EL. 753.33
EL. 747.0
EL. 736.50
EMBEDDED RUB
PLATE
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300S-502
v:\2
075\
activ
e\20
7514
8300
\civi
l\de
sign\
draw
ing\
gedd
es\1
4830
0s-5
0220
19.0
1.29
10:
59:5
1 AM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
S-502
SECTIONS AND DETAILS II
0
AS NOTED
8
2"2"
8"
7"
4"
3
4
"
2"
3
4
"
2" 2"
2
3
8
" Ø
1
1
2
"
5"
1
1
2
"
4
3
4
"
3
1
2
"
3
4
"
2"
P 1/2
3
1
2
"
L
P 1/2
L
APPROX. EL. 753.33
MATCH EXISTING IN
FIELD AND LEVEL BOTH
SIDES TO EACH
OTHER.
P 1/2
L
*GATE STOP
SPRING
P 1/2
L
REMOVE ALL METAL PROTECTING FROM EXISTING WELD
PLATE AND GRIND SMOOTH. WELD NEW ASSEMBLY.
FACE OF PIER
REUSE EXISTING EMBEDDED WELD PLATE.
VERIFY THAT NEW GATE STOP ALIGNS WITH EXISTING GATE STOP BAR.
REUSE EXISTING EMBEDDED WELD PLATE.
* SPRING DEVICE TO BE EQUIVALENT TO MODEL 85K18,
CATALOG NO. 55780-000, BY STRIPPIT DIVISION &
HOUDAILLE INDUSTRIES INC.
3/4
" T
RA
VE
L
1'-0"
3'-4"
1'-0"
2'-8"
BAY #4BAY #3
REMOVE ADDITIONAL
GROUT AS NEEDED
FOR CUT AND WELD
REMOVE ADDITIONAL
GROUT AS NEEDED
FOR CUT AND WELD
EXISTING PIN.
(8" DOUBLE EXTRA
STRONG PIPE
MILD STEEL - TYP.
BOTH SIDES)
BAY #3
NEW TRUNNION PIN
SEE DETAIL 5/S303
FOR CONNECTION (FM)
6" SCH 40 TEMPORARY ALIGNMENT
PIPE, PIPE SHALL BE FULLY BOLTED
TO BOTH PINS DURING WELDING.
ALIGNING BOLT HOLES MAY
REQUIRE DRILLING AFTER FLANGES
ARE MATED.
NEW 4,000 PSI
CONCRETE FILL (FM)
CONCRETE WALL
OLD CONCRETE FILL
10"
32
12
5
DRILL 1"Ø HOLES
IN COVER AND TAP
1" PL. FOR
3
4
" BOLTS
12
5
12
5
12
5
PL. 1'-1"Øx1" 316 SS
8" SCH 160 PIPE, 316 SS
3
4
" BEARING PL.
1" PL. 316 SS
(4)
3
4
" BOLTS
316 SS
BENT AT BOLT HEADS
PL. 8GA, 316 SS
32
32
32
32
32
1
8
" BRONZE WASHER,
NOTCHED INTO COVER
LUBRITE WASHER
LUBRITE BUSHING
NOTES:
1. CONTRACTOR SHALL COORDINATE MACHINING OF
TRUNNION PIN AND HUB WITH BUSHING
2. MACHINING OF HUB SHALL BE AFTER WELDING
FABRICATION IS COMPLETE ON HUB ASSEMBLY.
1'-1"
1
'-
1
"
Ø
H
U
B
1
'-
1
"
Ø
8
5
8
"
Ø
P
I
N
8
1
2
"
Ø
℄
3
4
" BOLTS ℄
3
4
" BOLTS
TAPPED ERECTION
BOLT HOLES
HOLES CLOSED WITH
S.S. BOLTS (FM)
BEARING
S.S. COVER PLT. (FM)
L5x3
1
2
(TYP.)
2'-0"
DEMOLISHING EXISTING
ALIGNMENT STUDS
SAWCUT PERIMETER AND
DEMOLISH GROUT. CUT
AND REMOVE PIN AND
ANCHORAGES.
EXISTING PIN:
8.625 O.D.
6.875 I.D.
LOCATE AND PROTECT
EXISTING #10
TENSION ANCHORS
8" CLR. ± (FM)
APPROXIMATE SHAPE OF
EXISTING BLOCK-OUT
PRESERVE EXISTING
WELD PAD (TYP.)
L5x3x
1
2
x2"
(TYP. 4 PER
TRUNNION PIN)
3
4
" STUD, WELDED TO
EXISTING WELD PLATE.
(TYP. 4)
OLD 8"Ø SCH 160 PIN,
MILD STEEL
1"
(MIN)
4"4"
10"Ø SCH 160 PIPE
SLEEVEx8" LONG (MIN)
MACHINED 316 S.S. ID=8.72"± 0.01"
(MIN)
5
16
(MIN)
NEW 8"Ø SCH 160 PIN,
316 S.S.
WALL FACE
9"
Project No. Scale
Revision Drawing No.Sheet
Title
Client/Project
Client/Project Logo
Permit/Seal
Issued
Notes
Consultant
Copyright Reserved
By Appd YYYY.MM.DD
Dsgn. Chkd. YYYY.MM.DDDwn.
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.
of
File Name: 148300S-503
v:\2
075\
activ
e\20
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8300
\civi
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sign\
draw
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4830
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0320
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1.29
11:
00:0
2 AM
Tel:www.stantec.com
Stantec Consulting Michigan Inc.3754 Ranchero DriveAnn Arbor MI 48108-2771
(734) 761-1010
A
B
C
D
1 2 3 4 5
CITY OF ANN ARBOR
GEDDES DAMGATE RECOATING AND REPAIRSANN ARBOR, MI
2075148300
9
2018.11.08
A REVIEW PJM PJM 2019.01.11B BID SET PJM PJM 2019.01.29
S-503
SECTIONS AND DETAILS III
0
AS NOTED
9
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