A.07.24_-_W912DW18R0012_-__Amendment_0001.pdf
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- Stoney Gate Valve Repalcement Federal contract opportunity
- Solicitation number
- W912DW18R0012
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Amendment 0001
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
W912DW18R0012 - Stoney Gate Valve Replacement at Hiram Chittenden Locks
This amendment one (0001) provides for the follow ing changes:
a. Update to DFARS Clause 252.236-7001 - CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)
b. Revision to Plans (PDF Draw ing attached)
1. CONTRACT ID CODE PAGE OF PAGES
1 6
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 06-Jul-2018
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW18R0012
X 9B. DATED (SEE ITEM 11)
05-Jul-2018
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer 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 Items 8 and 15, and returning 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
06-Jul-2018
CODE
USA ENGINEER DISTRICT, SEATTLE
ATTN: CENWS-CT
4735 EAST MARGINAL WAY SOUTH, BLDG. 1202
SEATTLE WA 98134-2388
W912DW 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912DW18R0012
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 72 00 - GENERAL CONDITIONS
The following have been modified:
252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)
(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.
(b) The Contractor shall--
(1) Check all drawings furnished immediately upon receipt;
(2) Compare all drawings and verify the figures before laying out the work;
(3) Promptly notify the Contracting Officer of any discrepancies;
(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and
(5) Reproduce and print contract drawings and specifications as needed.
(c) In general--
(1) Large-scale drawings shall govern small-scale drawings; and
(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.
(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.
(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:
DRAWING NO. C-2-4-330, DATED 25 MAY 2018
Sheet Number
Plate Number
Title Revision Number
Date
1 G-001 TITLE, LOCATION AND VICINITY MAPS
2 G-002 DRAWING INDEX
3 G-003 OVERALL SITE AND ACCESS PLAN
4 G-004 GENERAL PROJECT DESCRIPTION AND CULVERT
VALVE LOCATIONS
5 MD101 DEMOLITION PLAN - #1 NORTH VALVE
6 MD102 DEMOLITION PLAN - #1 SOUTH VALVE
7 MD103 DEMOLITION PLAN - #2 NORTH VALVE
8 MD104 DEMOLITION PLAN - #2 SOUTH VALVE
9 MD105 DEMOLITION PLAN - #3 NORTH VALVE
10 MD106 DEMOLITION PLAN - #3 SOUTH VALVE
11 MD501 MECHANICAL DEMOLITION DETAILS
12 SD101 DEMOLITION - #3 NORTH AND #3 SOUTH VALVE
GUIDES
R001 6/22/2018
13 SD102 DEMOLITION - #3 NORTH AND #3 SOUTH VALVE R001 6/22/2018
14 ED101 LOCK MACHINERY RECESS #1 SOUTH ELECTRICAL
LAYOUT DEMOLITION
15 ED102 LOCK MACHINERY RECESS #2 NORTH ELECTRICAL
16 ED103 LOCK MACHINERY RECESS #2 SOUTH ELECTRICAL
17 ED104 LOCK MACHINERY RECESS #3 NORTH ELECTRICAL
18 ED105 LOCK MACHINERY RECESS #1 NORTH ELECTRICAL
19 ED106 LOCK MACHINERY RECESS #3 SOUTH ELECTRICAL
20 S-001 STRUCTURAL GENERAL NOTES AND TABLE R001 6/22/2018
21 S-101 CULVERT VALVE GUIDES AND CYLINDER ASSEMBLY
PLAN VIEW AND SECTIONS
R001 6/22/2018
22 S-102 CULVERT VALVE PLAN VIEW AND SECTIONS R001 6/22/2018
23 S-103 CULVERT VALVE SECTIONS AND DETAILS R001 6/22/2018
24 S-104 CULVERT VALVE AND CYLINDER ROD CONNECTION
EYES
R001 6/22/2018
25 S-105 CULVERT VALVE UHMW DETAILS R001 6/22/2018
26 S-106 CULVERT VALVE REMOVABLE BOTIOM LIP PLAN
VIEW AND SECTIONS
R001 6/22/2018
27 S-107 CULVERT VALVE REMOVABLE BOTIOM LIP
ALTERNATIVE 1
R001 6/22/2018
28 S-108 CULVERT VALVE REMOVABLE BOTIOM LIP
ALTERNATIVE 2
R001 6/22/2018
29 S-109 CULVERT VALVE GUIDES PLAN VIEW AND SECTIONS R001 6/22/2018
30 S-110 CULVERT VALVE UPPER AND LOWER RECESS IN
GALLERY AND IN CULVERT
R001 6/22/2018
31 S-111 CULVERT VALVE GUIDE SECTION AND DETAIL R001 6/22/2018
32 S-112 CULVERT VALVE CONTROL DIMENSIONS AND
TOLERENCES
R001 6/22/2018
33 S-113 CULVERT VALVE BOTIOM SILL/SEAL PLAN VIEW AND
SECTIONS
R001 6/22/2018
34 S-114 CULVERT VALVE BULKHEAD COVER PLAN
VIEW, SECTIONS AND DETAIL
R001 6/22/2018
35 S-501 CULVERT VALVE DETAIL SHEET 1 R001 6/22/2018
36 S-502 CULVERT VALVE DETAIL SHEET 2 R001 6/22/2018
37 S-503 CULVERT VALVE GRATING DETAILS R001 6/22/2018
38 S-504 CULVERT VALVE LADDER AND GRAB BAR DETAILS R001 6/22/2018
39 M-101 OVERALL MECHANICAL PLAN
40 M-102 MECHANICAL PLAN - CULVERT VALVE MACHINERY -
#1 NORTH
41 M-103 MECHANICAL PLAN - CULVERT VALVE MACHINERY -
#1 SOUTH
42 M-104 MECHANICAL PLAN - CULVERT VALVE MACHINERY -
#2 NORTH
43 M-105 MECHANICAL PLAN - CULVERT VALVE MACHINERY -
#2 SOUTH
44 M-106 MECHANICAL PLAN - CULVERT VALVE MACHINERY -
#3 NORTH
45 M-107 MECHANICAL PLAN - CULVERT VALVE MACHINERY -
#3 SOUTH
46 M-501 CULVERT VALVE MECHANICAL CONNECTIONS PLAN
VIEW AND SECTION
47 M-502 CYLINDER AND BRACKET ELEVATIONS
48 M-503 ACCESS DETAILS
49 M-504 ROD BULKHEAD DETAILS
50 M-505 ROD BULKHEAD DETAILS
51 M-506 CYLINDER YOKE DETAILS AND ASSEMBLY
52 M-601 HYDRAULIC SCHEMATIC
53 E-001 ELECTRICAL ABBREVIATIONS AND LEGEND
54 E-002 PLC SYSTEM GENERAL NOTES
55 E-003 MINIMUM LIST OF HMI SCREENS
56 E-010 PLC AND CONTROL SYSTEM OVERVIEW
57 E-015 CONDUIT AND CIRCUIT SCHEDULE
58 E-100 NEW CUL VERT MACHINERY ELECTRICAL KEY PLAN
59 E-101 LOCK MACHINERY RECESS #1 NORTH ELECTRICAL
LAYOUT
60 E-102 LOCK MACHINERY RECESS #1 SOUTH ELECTRICAL
61 E-103 LOCK MACHINERY RECESS #2 NORTH ELECTRICAL
62 E-104 LOCK MACHINERY RECESS #2 SOUTH ELECTRICAL
63 E-105 LOCK MACHINERY RECESS #3 NORTH ELECTRICAL
64 E-106 LOCK MACHINERY RECESS #3 SOUTH ELECTRICAL
65 E-107 LOCK LEVEL TRANSMITTERS ELECTRICAL SITE
66 E-108 FIBER OPTIC BACKBONE DETAIL AND MAIN PANEL
LOCATION
67 E-109 MAIN PANEL SITE LAYOUT AND CUTOVER
68 E-110 LOCK MACHINERY RECESS GROUND RING
69 E-401 CONTROL HOUSE 1 - BASEMENT & FIRST FLOOR
PLANS
70 E-402 CONTROL HOUSE 2 - BASEMENT & FIRST FLOOR
71 E-403 CONTROL HOUSE 3 - BASEMENT & FIRST FLOOR
72 E-501 ENCLOSURE DETAIL AND DIAGRAM
73 E-510 MITER GATE LIMIT SWITCH MOUNTING CONCEPTS
74 E-601 ONE-LINE DIAGRAM
75 E-602 MAIN CONTROL PANEL ENCLOSURE
76 E-603 MAIN CONTROL PANEL CONTROLS LAYOUT
77 E-604 MAIN CONTROL PANEL NAMEPLATE SCHEDULE
78 E-605 MAIN CONTROL PANEL PLC POWER AND FIBER
OPTICS
79 E-606 MAIN CONTROL PANEL DISCRETE INPUTS 1
80 E-607 MAIN CONTROL PANEL DISCRETE INPUTS 2
81 E-608 MAIN CONTROL PANEL DISCRETE OUTPUTS 1
82 E-609 MAIN CONTROL PANEL DISCRETE OUTPUTS 2
83 E-610 MAIN CONTROL PANEL DIGITAL DISPLAYS
84 E-611 MAIN CONTROL PANEL INCOMING POWER
85 E-620 2N LOCK 10 PANEL CONTROLS LAYOUT
86 E-621 CONTROL HOUSE 2 PANEL LAYOUT
87 E-622 2N LOCK 10 PANEL NAMEPLATE SCHEDULES
88 E-623 2N LOCK 10 PANEL PLC POWER FIBER OPTICS
89 E-624 2N LOCK 10 PANEL PLC DISCRETE INPUTS 1
90 E-625 2N LOCK 10 PANEL PLC DISCRETE INPUTS 2
91 E-626 2N LOCK 10 PANEL PLC DISCRETE INPUTS 3
92 E-627 2N LOCK 10 PANEL DISCRETE OUTPUTS 1
93 E-628 2N LOCK 10 PANEL DISCRETE OUTPUTS 2
94 E-629 2N LOCK REMOTE 10 PANEL ANALOG INPUTS
95 E-630 2N LOCK REMOTE 10 PANEL ANALOG OUTPUTS
96 E-631 2N LOCK REMOTE 10 PANEL INCOMING POWER
97 E-632 2N LOCK REMOTE 10 PANEL MITER GATES
98 E-633 2N LOCK 10 PANEL MITER GATE CULVERT VALVE
99 E-634 2N LOCK 10 PANEL WIRING TO CONTROL HOUSE 2
PANEL
100 E-635 2N LOCK 10 PANEL WIRING TO 2N CONTROL STATION
101 E-636 2N LOCK 10 PANEL WIRING INCOMING POWER
102 E-640 2S LOCK 10 PANEL CONTROLS LAYOUT
103 E-641 2S LOCK 10 PANEL NAMEPLATE SCHEDULES
104 E-650 1N, 1S, 3N, 3S LOCK 10 PANELS CONTROLS LAYOUT
105 E-651 1N LOCK 10 PANEL NAMEPLATES - DETAILS
106 E-652 1S LOCK 10 PANEL NAMEPLATES - DETAILS
107 E-653 3N LOCK 10 PANEL NAMEPLATES - DETAILS
108 E-654 3S LOCK 10 PANEL NAMEPLATES - DETAILS
109 E-660 HMI OVERVIEW SCREEN - CONCEPT
110 E-661 HMIMENUSCREEN- CONCEPT
111 E-662 HMI OPERATOR LOGIN SCREEN - CONCEPT
112 E-663 HMI UPPER LOCK GATES AND VALVES SCREEN -
CONCEPT
113 E-664 HMI LOCK LEVEL VS CULVERT VALVE TRENDS -
114 E-665 HMI INTERLOCK STATUS AND SETUP - CONCEPT
115 E-666 HMI CURRENT ALARMS – CONCEPT
116 E-667 HMI PLC CONTROL SYSTEM STATUS - CONCEPT
117 E-668 HMI SHORT TERM ALARM EVENT HISTORY -
118 E-669 HMI MITER GATES HPU SYSTEM STATUS - CONCEPT
119 E-670 HMI LOCK LEVELS NORMAL SETUP - CONCEPT
120 E-671 HMI MITER GATES SETUP – CONCEPT
121 E-672 HMI CULVERT VALVES BASIC SETUP -CONCEPT
122 E-673 HMI CULVERT VALVES CURRENT SELECTED
OPENING SCHEME – CONCEPT
123 E-674 HMI CULVERT VALVES OPENING SCENARIOS SETUP –
124 E-675 HMI LOCK LEVEL TRANSMITTERS CALIBRATION
SCREEN – CONCEPT
125 E-676 HMI LOCK MITER GATES CALIBRATION SCREEN -
(End of Summary of Changes)
1'-1 5/16 "2'-10 1/2 "
N
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ID
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SD101
D E
M O
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SCALE: 1"=10"SCALE: 1"=10"
@ 3'-1.5" O.C. (VERTICAL)
ANCHOR BOLTS PAIRS
AND +101 FT
BETWEEN ELEV +89
(8) ANCHOR BOLTS
2'-9" O.C. (VERTICAL)
ANCHOR BOLTS @
2'-6" O.C. (VERTICAL)
ANCHOR BOLTS@
@ 3'-1.5" O.C. (VERTICAL)
ANCHOR BOLTS PAIRS
2'-9" O.C. (VERTICAL)
ANCHOR BOLTS @
CULVERT WALL
FLOW
SCALE: 1"=10"
0 10" 20" 30"
P N
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BULKHEAD (ELEV +101 FT) - PLAN VIEW
THE CULVERT (ELEV +89 FT) &
TYPICAL OF EACH SIDE BETWEEN
EXISTING VALVE GUIDES REMOVAL
(ELEV +75 FT TO ELEV +89) - PLAN VIEW
REMOVAL TYPICAL OF EACH SIDE OF CULVERT
EXISTING VALVE GUIDES AND CONCRETE
REMOVAL TYPICAL OF EACH TOP OF CULVERT
EXISTING TOP OF CULVERT SEAL LEDGE
SCALE: N. T. S.
FLOW
CULVERT
TOP OF
GROUT
CONCRETE/
REMOVE
T S
F
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Q R
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CASTING
STEEL
REMOVE
REMOVE REMOVE
5. ALL EXISTING GUIDES COMPONENTS ARE SIMILAR.
LWC 400-2 AND LWC 399-1.
4. SEE REFERENCE DRAWINGS LWC 71, LWC 043,
AND SHOULD BE FLUSH WITH NEW SURFACES.
BE REMOVED BY TORCH CUTTING OR OTHER METHODS
3. PROTRUDING PART OF EXISTING ANCHOR BOLTS SHALL
LEDGE AND INDICATED CONCRETE.
2. REMOVE EXISTING GUIDES, TOP CULVERT SEAL
BOLTS.
FROM EXISTING VALVE GUIDE CASTING ANCHOR
WILL BE REQUIRED TO REMOVE CORRODED NUTS
COMBINATION OF TORCH CUTTING AND WRENCHING
1. THE CONTRACTOR SHALL ANTICIPATE A
GENERAL NOTES:
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C -2 -4 -3
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" 3 1/2 "
1'-5 1/2 "1'-1 5/16 "1'-9 3/8 "1'-1 1/8 "
SCALE: 1"=10"
FLOW
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APPROXIMATE EXTENT
V A
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OF DEMOLITION
APPROXIMATE EXTENT
(ELEV = +75.0)
CULVERT FLOOR
O F V
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AND SEAL (BASE) - PLAN VIEW
STONEY GATE VALVE FLOOR PLATES
SCALE: 1"=10"
0 10" 20" 30"
SCALE: 1"=10"
P N
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EXISTING STONEY GATE VALVE FLOOR PLATES REMOVAL
AND SEAL (BASE) - ELEVATION VIEW
CONCRETE
REMOVE
CONCRETE
REMOVE
T S
F
N K
Q R
D
ON REFERENCE DWG LWC 071)
REMOVE FLOOR SEAL (SEE DETAIL SV4
SV5 ON REFERENCE DWG LWC 071)
REMOVE FLOOR PLATE (SEE DETAIL
SV6 ON REFERENCE DWG LWC 071)
REMOVE FLOOR PLATE (SEE DETAIL
NOT LESS THAN 4"
SOUND CONCRETE BUT
REMOVE CONCRETE TO
IN STRAIGHT LINE (TYP.)
SAWCUT EDGE 4" DEEP
SV6 ON REFERENCE DWG LWC 071)
REMOVE FLOOR PLATE (SEE DETAIL
SV4 ON REFERENCE DWG LWC 071)
REMOVE FLOOR SEAL (SEE DETAIL
SV5 ON REFERENCE DWG LWC 071)
REMOVE FLOOR PLATE (SEE DETAIL
4. SEE REFERENCE DRAWINGS LWC 043 AND LWC 071.
AND INDICATED CONCRETE.
3. REMOVE EXISTING GUIDES, TOP CULVERT SEAL LEDGE
GATE VALVE FLOOR PLATE CASTING ANCHOR BOLTS.
TO REMOVE CORRODED NUTS FROM EXISTING STONEY
OF TORCH CUTTING AND WRENCHING WILL BE REQUIRED
2. THE CONTRACTOR SHALL ANTICIPATE A COMBINATION
TO INSTALL NEW GUIDE BASE IS INDICATED.
1. THE APPROXIMATE EXTENT OF DEMOLITION REQUIRED
GENERAL NOTES:
CONCRETE (TYP)
FLUSH WITH REMOVED
ANCHOR BOLT CUT
1" DIA X 1'-6" LONG
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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Lake Washington Ship Canal, WA\FY18_PN445134_LWCV\Current_Phase\Con_Docs\CAD_Sheets\Structural\SD102 - DEMOLITION - 3 NORTH AND 3 SOUTH VALVES
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IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
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C -2 -4 -3
11 1/4 "1'-7"11" 5 7/8 "
3'-5 1/4 "
1. ALL BAR SPACING SHOWN ARE IN INCHES AND ARE THE
MAXIMUM SPACING FOR THE BARS.
SPLICES IN ACCORDANCE WITH TABLE 1, UNLESS OTHERWISE INDICATED.
10. PROVIDE EMBEDMENT OF CONCRETE REINFORCEMENT AND CLASS B LAP
OF REINFORCING BARS IS NOT PERMITTED.
9. EXCEPT AS SPECIFICALLY INDICATED ON THE DRAWINGS, WELDING
UNLESS OTHERWISE INDICATED.
3. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS
LENGTH SHALL BE IN ACCORDANCE WITH ACI 318-14.
6. WHEN BARS OF DIFFERENT SIZES ARE SPLICED, THE SPLICE
8. REINFORCMENT HOOKS AND BENDS SHALL CONFORM TO ACI 318-14.
WITH ACI 318-14 WITH MINIMUM LAPS AS SHOWN IN TABLE 1.
5. REINFORCING SPLICES SHALL BE MADE IN ACCORDANCE
MAY BE SHIFTED SLIGHTLY TO AVOID EMBEDDED ITEMS AND OTHER OBSTRUCTIONS.
11. SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER AND DESIGN ENGINEER, BARS
DIRECTED BY THE CONTRACTING OFFICER.
FOR APPROVAL BY THE CONTRACTING OFFICER.
SHALL BE SHOWN ON THE REINFORCING SHOP DRAWINGS
SHOWN ON THESE PLANS. SPLICE LOCATIONS AND LENGTHS
4. REINFORCEMENT SPLICES MAY BE REQUIRED THAT ARE NOT
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UNLESS OTHERWISE INDICATED.
1. ALL EXPOSED EDGES SHALL BE FORMED WITH A ONE INCH CHAMFER,
2"ELSEWHERE
4"GREATER THAN 2 FEET THICK
3"LESS THAN OR EQUAL TO 2 FEET THICK
SURFACES TO BE IN CONTACT WITH WATER
UNLESS OTHERWISE INDICATED:
3. PROVIDE CONCRETE COVER FOR REINFORCEMENT AS FOLLOWS,
DISCONTINUED AT EXPANSION AND CONTRACTION JOINTS.
12. UNLESS OTHERWISE INDICATED, ALL REINFORCEMENT SHALL BE
STRENGTH, fc OF 5,000 PSI AT 28 DAYS.
OF THE SPECIFICATIONS AND SHALL HAVE A MINIMUM COMPRESSIVE
2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS
TABLE 1 NOTES:
NOTES:
CONCRETE:
REINFORCEMENT:
STRUCTURAL STEEL:
WELDING:
2. EMBEDDED ITEMS SHALL BE SHIFTED, BENT OR CUT AS
OR ASTM A706 GRADE 60.
7. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60
S-001
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A L G
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E R
A L N
O T
E S
A N
D T
A B
L E
PLAN VIEW
FLOW
A4
A5
SECTION SECTION
PLATES
L
L
L
L
L
L
A4 A5
CULVERT VALVE
SCALE: 1 1/2" = 1'-0"
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
IN LOWER RECESS
REMOVE CONCRETE
OPTIONAL VALVE GUIDES AND FRAMING:
L
THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
WITH RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE
3. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES
LATERALLY IS LESS THAN 5 DIAMETERS, SEE ACI 318-14 FOR APPROPRIATE GUIDANCE.
IS LESS THAN 2.5 BAR DIAMETERS OR THE CENTER TO CENTER BAR SPACING
2. IF DISTANCE FROM CENTER OF BAR TO THE NEAREST CONCRETE SURFACE
MUST BE AT LEAST 2.5 BAR DIAMETERS.
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.
1. THE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
MULTIPLY THE LENGTH SHOWN IN TABLE 1 BY 1.2.
THAN 3 BAR DIAMETERS OR THE CLEAR SPACING IS LESS THAN 6 BAR DIAMETERS. OTHERWISE
SHOULD BE MADE: MULTIPLY THE LENGTH SHOWN IN TABLE 1 BY 1.5 IF THE COVER IS LESS
REINFORCING BARS. IF EPOXY COATED BARS ARE USED, THE FOLLOWING CORRECTION
4. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED
(TYP.)
ANCHOR
(TYP.)
ANCHOR
P
COVER
L (TYP.)
P (TYP.)
GUSSET
(TYP.)
BOLT
L (TYP.)
P
COVER
P (TYP.)
GUSSET
(TYP.)
BOLT
L (TYP.)
(TYP.)
ANCHOR
(TYP.)
ANCHOR
P
(TYP.)
ANCHOR
P (TYP.)
GUSSET
BOLT (TYP.)
ADJUSTING
ALIGNMENT
P
REPLICATING THE INFORMATION BELOW WILL NOT BE SUFFICIENT TO MEET THE REQUIREMENTS.
COULD BE PURSUED BY THE CONTRACTOR AS AN ALTERNATIVE DESIGN. HOWEVER, SIMPLY
CONTRACT DESIGN. THE DETAILS BELOW SHOW A CONCEPTUAL LEVEL ALTERNATIVE THAT
PROPOSAL SHALL MEET ALL OTHER DESIGN AND PERFORMANCE REQUIREMENTS OF THE
SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. CONTRACTOR'S
BE DESIGNED AND STAMPED BY A LICENCED PROFESSIONAL ENGINEER AND SHALL BE
ALTERNATE DESIGN THAN SHOWN ON THE FOLLOWING STRUCTURAL DRAWINGS SHALL
BOTTOM SEAL AND UPPER SEAL THAN SHOWN ON THE CONTRACT DRAWINGS. ANY
THE CONTRACTOR MAY PROPOSE AN ALTERNATE DESIGN FOR THE VALVE GUIDES, FRAME,
TO REDUCE THE AMOUNT OF DRILLING AND ANCHORING AND PLACEMENT OF NEW CONCRETE,
THE WELD ACCESS HOLES SHALL BE SUFFICIENT TO PERMIT WELDS TO BE SEALED.
3. THE WELD ACCESS HOLES SHALL BE DETAILED TO PROVIDE ROOM FOR WELD BACKING AS NEEDED.
BE PROVIDED FOR CONTRACTING OFFICER (KO) APPROVAL.
IS LOCATED ON. THE LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL
DRAWINGS SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD
AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP
2. ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE IDENTIFIED ON THE SHOP DRAWINGS
EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER.
VALVE CONNECTIONS U.N.O. WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED
1. ALL STRUCTURAL WELDING SHALL CONFORM TO ALL REQUIREMENTS AS STATED IN 05 59 13 FOR
ACCESS HOLES BY COR.
EPOXY (ONE SUCH PRODUCT IS BELZONA 1111) AFTER APPROVAL OF THE PLACEMENT OF THE WELD
PENETRATE THE DAMMING SURFACE SHALL BE FILLED WITH A GOVERNMENT APPROVED TWO-PART
10. PROVIDE WELD ACCESS HOLES TO AVOID INTERSECTING WELDS. ANY WELD ACCESS HOLES THAT
9. ALL WELDS SHALL BE WRAPPED U.N.O.
8. ALL BUTT JOINT WELDS SHALL BE GROUND FLUSH.
7. WHEN POSSIBLE, GRIND ALL WELD TERMINATIONS FLUSH.
WITH ULTRASONIC TESTING (UT) AND ACCEPTED PER AWS D1.5.
AWS D1.5. AFTER REINFORCING FILLET WELDS HAVE BEEN PLACED ON FCM, WELDS SHALL BE INSPECTED
6. REINFORCING FILLET WELDS SHALL BE USED ON FRACTURE CRITICAL MEMBERS (FCM) U.N.O. PER
CLOSEST THICKNESS AND PROVIDE SMOOTH TRANSITION OF 2.5:1.
5. WELDS SHOULD BE GROUND FLUSH IF GUSSET PLATE CAN MATCH THICKNESS OTHERWISE, CHOOSE NEXT
THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
SEALED. ANY WELD THAT CANNOT BE SEALED SHALL BE IDENTIFIED ON SHOP DRAWINGS AND SENT TO
WRAPPED SHALL BE SEALED. THE WELD ACCESS HOLES SHALL BE SUFFICIENT TO PERMIT WELDS TO BE
OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D1.5. ANY WELDS THAT CANNOT BE
4. ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS, SILL AND LEDGE SHALL BE DONE BEFORE FINAL ADJUSTMENT AND FILLING THE LOCK.
COMPLETED BEFORE INSTALLATION. RE-TENSIONING ON THE BULKHEAD PLATE, GUIDES,
ROTATING THE NUT 1/6TH TURN. RE-TENSIONING BOLTS ON THE VALVES SHALL BE
INITIAL BOLT TENSIONING, ALL BOLTS SHALL BE RE-TENSIONED BY MATCH MARKING AND
SPECIFICATIONS. SNUG-TIGHT CONDITION WILL NOT BE PERMITTED. THREE WEEKS AFTER
BY TENSIONING THE BOLT TO A TENSION NOT LESS THAN THAT GIVEN IN THE
CONDITION. THE PRETENSIONED CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED
ARE NOT PERMITTED. ALL CONNECTIONS SHALL BE TIGHTENED TO THE PRETENSIONED
DONE BY TURN-OF-NUT METHOD ONLY. THE USE OF WASHER-TYPE INDICATING DEVICES
A TENSION NOT LESS THAN AS LISTED IN THE SPECIFICATION. TIGHTENING SHALL BE
ALL HIGH STRENGTH CONNECTIONS SHALL BE TIGHTENED TO
OF GUIDE AND SILL BENT PLATE ASSEMBLIES.
22. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING AND OR THE FABRICATION
AND SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
CONTRACTOR SHALL BE STAMPED BY A LICENSED CIVIL ENGINEER OR STRUCTURAL ENGINEER
21. CYLINDER SUPPORT ASSEMBLY AND ANY ALTERNATE GUIDES/FRAME DESIGN DESIGNED BY
20. ALL NUTS EMBEDED IN GROUT SHALL HAVE THREADS PROTECTED FROM FILLING WITH GROUT.
19. BENT PLATES SHALL BE FLUSH WITH OTHER STAINLESS STEEL PLATES.
CONTROL PLAN FOR CONTRACTING OFFICER REVIEW AND APPROVAL.
18. BEFORE FABRICATION OF STAINLESS STEEL. FABRICATOR SHALL SUBMIT A DISTORTION
FOLLOWING THE PAINT SPECIFICATIONS.
17. ANY PAINT COATING DAMAGED DURING ASSEMBLY AND OR SHIPPING SHALL BE REPAINTED
SHALL BE PROTECTED DURING APPLICATION OF COAL TAR EPOXY SYSTEM.
16. ALL PRIMER ONLY COATED SURFACES FOR CONNECTIONS WITH FULLY TENSIONED BOLTS
ON THE FAYING SURFACE.
15. ALL FULLY TENSIONED BOLT CONNECTIONS SHALL RECEIVE ONLY A PRIMER COATING
14. ALL STAINLESS STEEL SHAPES SHALL BE UNS S32750.
13. ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE.
12. THE TURN OF NUT METHOD SHALL BE USED TO PRETENSION BOLTED CONNECTIONS.
STRENGTH CONNECTIONS.
11. ALL BRACING BOLTS TO BE FULLY PRETENSIONED AND INSTALLED PER SPECS FOR HIGH
SPECIFICATIONS.
10. ALL STAINLESS STEEL MEMBERS SHALL BE WELDED IN ACCORDANCE TO AWS D1.6. SEE
9. ALL COPE HOLES SHALL REMAIN OPEN TO PERMIT DRAINAGE.
SPECIFICATIONS 05 59 13 FOR FURTHER REQUIREMENTS.
CONTRACT DRAWINGS SHALL BE CLEARLY IDENTIFIED AND SUBMITTED FOR CO APPROVAL. SEE
AND OR FABRICATION. ALL DISCREPANCIES OR CHANGES BETWEEN THE SHOP DRAWINGS AND
DISCREPANCIES OR PROPOSED CHANGES ON THE SHOP DRAWINGS PRIOR TO MATERIAL ORDERING
VALVES TO THE EXTENT POSSIBLE BEFORE THE FIRST DEWATERING AND NOTING ANY
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR THE CULVERT
AFTER TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT REMAINING ON EXPOSED.
7. ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE BEARING FACE.
6. ALL HEADED REINF. SHALL BE ASTM A706 GR-60 STEEL, U.N.O.
SURFACES AND THAT IS COMPATIBLE WITH THE 6-A-Z COAT TAR EPOXY TOP COATS.
ARE USED, THEY MUST BE PRIME PAINTED WITH A COATING APPROVED FOR USE WITH GALVANIZED
AFTER PAINTING SUCH AS SEALS, BUT THIS REQUIRES COR APPROVAL. IF GALVANIZED BOLTS
THE USE OF GALVANIZED OR STAINLESS STEEL BOLTS FOR ITEMS ATTACHED TO THE STRUCTURE
5. ALL BOLTS SHALL BE ASTM F3125 GRADE A325 PLAIN BOLTS U.N.O. CONTRACTOR MAY REQUEST
FOR THE REQUIRED NUMBER OF GATES.
4. ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR (1) VALVE. SEE SPECIFICATIONS
SPECIFICATION 09 97 02.
3. PAINTING FOR CULVERT VALVES SHALL CONFORM TO ALL REQUIREMENTS STATED IN
ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME CUTTING OR MACHINING.
2. ALL SHARP EDGES SHALL BE BROKEN TO A 1/16" RADIUS U.N.O. A SHARP EDGE IS DEFINED AS
SEE SPECIFICATION 05 59 13.
VALVE AND THE COVER BULKHEAD SHALL BE ASTM A709 GR. 50 F, ZONE 2. FOR REQUIREMENTS
1. UNLESS NOTED OTHERWISE ALL STRUCTURAL STEEL USED IN FABRICATION OF THE CULVERT
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SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
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C -2 -4 -3
TABLE 1 REINFORCEMENT SPLICE AND DEVELOPMENT LENGTHS
fc = 5000 psi fy = 60,000 psi
BAR SIZE MINIMUM EMBEDMENT LENGTH, INCHES MINIMUM LAP LENGTH, INCHES
TOP OTHER TOP OTHER
C U
L V
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T V
A L
V E T
R A
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L D
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IN
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IT
4'-0 5/8"
3'-5 3/8"
3/8" = 1'-0"
1' 4'02'4' 3'
'' = 1'-0"8
3SCALE:
EL. 122.50 EL. 122.50
EL. 104.50 EL. 104.50
EL. 75.00 EL. 75.00
(CENTER PIECE)
COVER
BULKHEAD
P N
L
W C
V -S -1
.D
G
3/8" = 1'-0"
SECTION - UPSTREAM SIDE
A3
3/8" = 1'-0"
SECTION - DOWNSTREAM SIDE
A4 S-101
T S
F
N K
A N
S I
D
P L
A N V
IE
W A
N D S
E C
T
IO
N S
A N
D C
Y L
IN
D E
R A
S S
E M
B L
Y
C U
L V
E R
T V
A L
V E G
U
ID
E S
GUIDE (TYP.)
CULVERT VALVE
SKIN PLATE
CULVERT VALVE
SILL
CULVERT VALVE
SKIN PLATE
CULVERT VALVE
(TYP.)
GUIDE BENT PLATE
CULVERT VALVE
BACK PLATE (TYP.)
CULVERT VALVE
CULVERT VALVE SILL
S-110
C1
S-110
A1
A3
A4
SEE S-114
TO THE RIGHT SIDE)
IS SYMMETRICAL
(LEFT SIDE PIECE
BULKHEAD COVER
SEE S-503
GRATING
SEE S-503
GRATING
SEE S-503
GRATING
SEE S-102
CULVERT VALVE
SEE S-113
BOTTOM SILL/SEAL
CULVERT VALVE
DOGGING EYE (TYP.)
CULVERT VALVE
PLAN VIEW - ISOMETRIC
SHOW THE TOP VIEW OF THE RIGHT SIDE OF CULVERT VALVE'S GUIDE .
NOTE: RIGHT SIDE BULKHEAD COVER AND LIFTING DEVICE IS NOT SHOWN TO
S-502
PLATE (TYP.) - SEE
DOGGING SUPPORT
CULVERT VALVE
(TYP.) - SEE S-502
LIFTING DEVICE
BULKHEAD COVER
SEE S-502
SUPPORT (TYP.)-
DOGGING
CULVERT VALVE
M-502
CYLINDER-SEE
HYDRAULIC
CULVERT VALVE
M-502
CYLINDER-SEE
HYDRAULIC
CULVERT VALVE
M-504
PORT PIPE-SEE
BULKHEAD
SEE M-502
CYLINDER ROD-
CULVERT VALVE
SEE M-505
CONNECTION-
CYLINDER ROD
CULVERT VALVE
SEE M-502
CYLINDER ROD-
CULVERT VALVE
SEE M-505
CONNECTION-
CYLINDER ROD
CULVERT VALVE
Q R
D
S-501
ASSEMBLY-SEE
SUPPORT
CYLINDER
ILLUSTRATED
SEE S-501
ASSEMBLY-
SUPPORT
CYLINDER
ILLUSTRATED
SEE S-501
ASSEMBLY-
SUPPORT
CYLINDER
ILLUSTRATED
J-SEAL
2 1/2" BULB
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SHEET
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C -2 -4 -3
6"
(TYP.)
1'-0"
(TYP.)
6"
(TYP.)
6"
S
ID
E P
L A
T E S
ID
E U
H M
W
11'-4" ENDS OF EDGES OF CULVERT VALVE UHMW
10'-10" CULVERT VALVE LENGTH
B A
C K P
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S L
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(B O
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O M L
IP
U P
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A L
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10'-10"
C U
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T V
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V E H
E
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H T
SCALE: 3/4" = 1'-0"
B4
B2
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
B4
B2
W12x65
P
L
W C
V -S -1
.D
G N
SECTION - UPSTREAM SIDE
SECTION - DOWNSTREAM SIDE
A 1 C4
A
A
C4 S-103
S -1
3 S-103
S -1
S -1
T S
F
N K
A N
S I
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CONNECTION
CYLINDER ROD
CULVERT VALVE
L
A N V
IE
W A
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E C
T
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N S
C U
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E R
T V
A L
V E
S-102
PLATE
3/4" SKIN
PLATE
3/4" SKIN
EYE (TYP.)
DOGGING
VALVE
CULVERT
SEE S-104
CONNECTION -
CYLINDER ROD
CULVERT VALVE
PLAN VIEW - ISOMETRIC
L
SEE S-106
BOTTOM LIP -
SEE S-106
BOTTOM LIP - S-105
(TYP.) - SEE
2"x6" UHMW
SEE S-104
CONNECTION-
CYLINDER ROD
CULVERT VALVE
(TYP.)
3/4" BACK P L
(TYP.)
3/4" BACK P
PLATE (TYP.)
3/4"X12" SIDE
MC 12x50
SEE S-105
2"x6" UHMW (TYP.) -
(TYP.) SEE S-104
DOGGING EYE
CULVERT VALVE
Q R
D
- SEE S-105
SIDE UHMW (TYP.)
2 1/4"x4 1/2"
SEE S-105
UHMW (TYP.)-
2 1/2"x4 1/2" FRONT
SEE S-105
UHMW (TYP.)-
2 1/4"X4 1/2" SIDE
J-SEAL
2 1/2" BULB
J-SEAL
2 1/2" BULB
PLATE
1/2"x3" RETAINER
PLATE
1/2"x3" RETAINER
(TYP.) - SEE S-105
FRONT UHMW
2 1/2"x4 1/2"
SECTION 26 42 14.
OF EACH VALVE IN THE LOCK, PER SPECIFICATION
ON EACH VALVE, DEPENDING ON THE LOCATION
SACRIFICIAL CATHODIC PROTECTION SYSTEM
NOTE: CONTRACTOR IS TO DESIGN AND INSTALL
SYSTEM (TYP.)
CATHODIC PROTECTION
ABBREVIATIONS
L
L
STAINLESS STEELS.S.
UNLESS NOTED OTHERWISEU.N.O.
FRACTURE CRITICAL MEMBERFCM
MC CHANNELMC
ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENEUHMW
HYDRAULIC POWER UNITHPU
PLATEPL, P
RUBBER SEALRUB SEAL
SUPPORT PLATESUP P
UNLESS NOTED OTHERWISE ON EACH SHEET.
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SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
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T G
A T
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V E R
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C -2 -4 -3
1'-0" 6"9" 6"2'-2"6"1'-0"6"2'-2" 9"
6"
2 1/4 "
6"
10'-10"
4 1/2 "
/2
/2
4 1/2 "
/8
1'- 3/4 "
1'-1 1/2 "
1'-3 1/2 "
T O
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B O
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1'-2"
BENT P
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2 1/4 "
/2
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9'-4 3/4 " (CENTER TO CENTER BULBS OF 2 1/2" BULB J-SEAL)
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3"
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2 1/4 "
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A1 S-102
SECTIONC4
S-102
4B SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
4B
4A
(TYP.)
(TYP.)
(TYP.)
(TYP.)
BACK PLATE
3/4"X6"
SECTION AT END (TYP.)
FCM
BACK PLATE
3/4"X6"
SCALE: 1" = 1'-0"
A2
S-102 SCALE: 1" = 1'-0"
A3 S-102
SECTION AT DOGGING EYE
SCALE: 1" = 1'-0"
SECTION AT CYLINDER CONN.
4A
3B S-104
1C S-104
DETAIL - LEFT END
DETAIL - RIGHT END
PLATE
3/4" SKIN
MC 12X50
PLATE
3/4" BACK
MC 12X50
CONNECTION
CYLINDER ROD
CULVERT VALVE
EYE
DOGGING
S-103
C U
L V
E R
T V
A L
V E
S E
C T
IO
N S A
N D D
E T
A
IL
S
SCALE: 1" = 1'-0"
Q R
D
L
J-SEAL
2 1/2" BULB
(TYP.)
W12X65
PLATE
3/4" SIDE
PLATE
SUPPORT
8"X8'-6"X1/2"
J-SEAL (TOP)
2 1/2" BULB
J-SEAL (TOP)
2 1/2" BULB
(W & MC TO SIDE P)L
1/4
J-SEAL (VERTICAL)
2 1/2" BULB
J-SEAL (VERTICAL)
2 1/2" BULB
J-SEAL (TOP)
2 1/2" BULB
PLATE
HOLE IN SIDE
PLATE
HOLE IN SIDE
CULVERT
TOP OF
LIP
PLATE 2 PER
HOLE IN BACK
(TYP.)
SIDE UHMW
VALVE WALL
CULVERT
PLATE (TYP.)
HOLE IN SIDE
PLATE
3/4" GUSSET
PLATE
3/4" GASSET
SLIDERS ARE NOT SHOWN FOR CLARITY.
NOTE: VERTICAL J-SEAL AND FRONT AND BACK UHMW
PLATES
RETAINER
SUPPORT &
1/2"X3"
NOTE: FCM = FRACTURE CRITICAL MEMBER
F
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P S O
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IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
/8
/2
11"
(T Y
P
/2
(T Y
P
/2
11"
2"
/4
11"
3"
10 1/4 "
(T Y
P
/2
(T Y
P
/2
6 1/4 "
/1
/2
/4
/1
3"6"3"
(OPENING)
3 1/4 " (TYP.)
1'-0" (OPENING)
/8
/1
2"
2"
R
5 3/4 " 2"
/4
3/4 "
/8
5/8 "
/1
/4
/8
/2
/8
/2
/8
2"
R
/1
2" R
2"
R
2"
R
2"
R
P N
L
W C
V -S -1
.D
L 6"X6"x3/4"
L 6"X6"x3/4"
MC 12X50
W12X65
W12X65
(TYP.)
3/4" BOLT
T S
F
N K
PLATE
3/4" BACK
L 6"X6"x3/4"
L 6"X6"x3/4"
L 6"X6"x3/4"
MC 12X50 MC 12X50
3/4" SKIN PLATE
3/4" SKIN PLATE
A N
S I
D
C U
L V
E R
T V
A L
V E
A N
D C
Y L
IN
D E
R R
O D C
O N
N E
C T
IO
N E
Y E
S
1C
S-103 SCALE: 1 1/2" = 1'-0"
3B DETAIL - CYLINDER ROD LIFTING EYE
S-103 SCALE: 1 1/2" = 1'-0"
A1 A2
A1
A2FCM
FCM
4C SCALE: 1 1/2" = 1'-0"
4A SCALE: 1 1/2" = 1'-0"
DETAIL - DOGGING/EYE
DETAIL - CYLINDER ROD LIFTING EYE
DETAIL - DOGGING/EYE
5C SCALE: N. T. S.
DETAIL - WELDINGS
PLATE
3/4" SKIN
W12X65
5C
5C
SEE DETAIL 4C
DOGGING EYE-
SEE DETAIL 4A
CONNECTION EYE-
DOGGING EYES
CONNECTION/
MC 12X50
PLATE
3/4" BACK
PLATE
3/4" SKIN
PLATE
3/4" BACK
1/2
1/2
(TYP.)
SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"
1/2
1/2
(TYP.)
SECTION - DOGGING/EYE OPENING SECTION - CYLINDER ROD LIFTING EYE OPENING
(TYP.) - SEE DET. 4A
CONNECTION EYE
CYLINDER ROD
DET. 4C
DOGGING EYE-
PLATE (TYP.)
3/4"X6" BACK
PLATE
3/4" SKIN
3/4" BOLT
PLATE
3/4"X6" BACK
S-104
1/2
1/2
(TYP.)
1/2
1/2
(TYP.)
OR RC - 7)
CLEARANCE RC - 6
FIT - RUNNING
RUNNING & SLIDING
Q R
D
(TYP.)
J-SEAL (TOP)
2 1/2" BULB
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
1/4
1/4
(TYP.)
RETAINER PLATES
1/2"X3" SUPPORT &
J-SEAL (TOP)
2 1/2" BULB
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N D
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O C
K S
W A
S H
IN
G T
O N
IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
(T
P
/2
/2
4 1/2 "
/4
(T Y
P
/1
/1
4 1/2 "
/2
(T Y
P
6"
/2
1 1/2 " 3"
2 1/4 "
2"
2 1/2 "
3/4 "1 1/4 "
1 1/4 "1 1/4 "
1 1/4 "1"
3"
/2 " 1/2 "
/2
/8
/2
9'-1 1/2"
3"
2 3/4 "
(TYP.)
4" 2 3/4 "
(T Y
P
/8
/8
/8
/8
S-105
N
L
W C
V -S -1
.D
G N
A1 A2 A3
SCALE: N. T. S.SCALE: N. T. S. SCALE: N. T. S.
A N
S I
D
U H
M W D
E T
A
IL
S
F
N K
Q R
D
C U
L V
E R
T V
A L
V E
BACK UHMW
DETAIL - FRONT UHMWDETAIL - SIDE UHMW DETAIL - BACK UHMW
STRIP
0.1" WEAR
STRIP
0.1" WEAR
STRIP
0.1" WEAR
NOTE:
IS ACCEPTABLE.
IN-FIELD ADJUSTMENT OF SLIDERS USING FINGER SHIMS
5C
SCALE: N. T. S.
DETAIL - SIDE UHMW
5B
SCALE: N. T. S.
5A
SCALE: N. T. S.
DETAIL - BACK UHMW
DETAIL - FRONT UHMW
5C
UHMW
FRONT
UHMW
SIDE
A4
SCALE: N. T. S.
D4
SCALE: N. T. S.5B
5A & RETAINING PLATES
DETAIL - TOP J-SEAL SUPPORT
& RETAINING PLATES
DETAIL - VERTICAL J-SEAL SUPPORT
HOLE (TYP.)
SLOTTED
HOLE (TYP.)
SLOTTED
F
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P S O
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A T
T L E
W A
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IN
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N D
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O C
K S
W A
S H
IN
G T
O N
IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
10'-10"
1'-1 1/2 "
12 3/4"
1'-1 1/2 "
1"
8'-6"
3 1/2 "
6"
1 1/2 "
1/2 "
BASE P
1'-3 1/4 "
BASE P
1'-3 1/4 "
8"5 3/4 "9"10"10"10"10"10"10"10"10"9"5 3/4 "8"
10"
GUSSET P (TYP.)
1'-8"
3"6"
T S
F
N K
A N
S I
D P
N L
W C
V -S -1
.D
G N
C4
SCALE: 1" = 1'-0"
SCALE: 1" : = 1'-0"
A1
SECTION
C4
1/2
A4
A4
1/2
(TYP.)
1/2
(TYP.)
1/2
(TYP.)
12" R
(TYP.)
1"X2" BARS
(TYP.)
1/2
1/2
(TYP.)
1/2
(TYP.)
(TYP.)
(TYP.)
(TYP.)
S-106
R E
M O
V A
B L E B
O T
T O
M L
IP
C U
L V
E R
T V
A L
V E
P L
A N V
IE
W A
N D S
E C
T
IO
N S
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
MC12X50
MC12X50
PLATE
3/4" SKIN
MC12X50
(TYP.)
SEAL FILL
PLATE
3/4" BACK
PLATE
3/4" SKIN
MC12X50
PLATE
3/4" BACK
PLATE
1"x12"X10'-10"
PLATE
1"x10"X11'-1/2"
PLATE
1"x12"x10'-10"
PLATE
1"x12"x10'-10"
PLATE
1"x12"X10'-10"
(TYP.)
SECTION - BOTTOM LIP AT END
SECTION - BOTTOM LIP AT MIDDLE
C
A
NOTE:
1"X2" BARS
PLAN - ISOMETRIC VIEW OF BOTTOM LIP
SKIN PLATE
3/4"x8'-6"
NOTE: TOP SECTION'S SKIN PLATE AND BACK PLATES ARE NOT SHOWN FOR CLARITY.
SKIN PLATE
3/4"x8'-6"
1/2
(TYP.)
1/2
(TYP.)
1/2
1/2
1/2
(TYP.)
1/2
PLATE
1"x10"X11'-1/2"
PLATE
1"x10"x11'-1/2"
PLATE
1"x10"x11'-1/2"
FRONT PLATE
3/4"X14 1/2"X19"
PLATE
INSIDE SIDE
3/4"X12 1/4"X17"
BASE PLATE (TYP.)
1"x13 3/4"X15 1/4"
PLATE (TYP.)
INSIDE SIDE
3/4"x12 1/4"X17"
BASE PLATE
1"X13 3/4"X15 1/4"
LIP
HOLE 2 PER
L L
1"X2" BAR
PLATE
3/4" GUSSET
(TYP.)
SEAL FILL VALVE
TOP MAIN
LIP
BOTTOM
L
PLATE
OUTSIDE
3/4"x11"X9"
1/2
(TYP.)
FRONT PLATE
3/4"x14 1/2"x19"
THIS CORNER (TYP.)
OTHER AND SEAL AT
CONNECT TO EACH
LIP CURVED PLATE
FRONT PLATE AND
NOTE: MAKE SURE SIDE
PLATE
3/4" BACK
UHMW (TYP.)
FRONT
2 1/2"x4 1/2"
J-SEAL (TYP.)
2 1/2" BULB
(TYP.)
2"X6" UHMW
PLATE FOR
3/4"x12" BACK
1. MAKE SEVEN SECTIONS.
F
IL
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A M
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D W
N B
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C K
D B
Y
D E
S
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N E
D B
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D E
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T
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2 3
C
4 5
A
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M A
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A P
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D A
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M A
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P P
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
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T R
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IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
1'-1 1/2 "
6"
1'-1 1/2 "
1"
8'-6"
1'-3 1/4 " 1'-3 1/4 "
(TYP.)
6"
GUSSET P
1'-8" (TYP.)
3 1/2 " 8"5 3/4 "9"10"10"10"10"10"10"10"10"9"5 3/4 "8"
10"
T S
F
N K
A N
S I
D
C4
SCALE: 1" = 1'-0"
SCALE: 1" : = 1'-0"
A1
SECTION
A4
A4
1/2
(TYP.)
1/2
(TYP.)
1/2
(TYP.)
(TYP.)
1"X2" BARS
(TYP.)
1/2
1/2
(TYP.)
1/2
(TYP.)
(TYP.)
C U
L V
E R
T V
A L
V E
R
M O
V A
B L E B
O T
T O
M L
IP
A
L T
E R
N A
T
IV
E
P N
L
W C
V -S -1
.D
G N
S-107
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
MC12X50
PLATE
3/4" SKIN
MC12X50
(TYP.)
SEAL FILL
PLATE
3/4" BACK
PLATE
3/4" SKIN
MC12X50
C
A
PLATE
1"x12"x10'-10"
PLATE
1"x12"x10'-10"
1"x10"X11'-1/2"
1"x12"X10'-10"
1"X2" BARS
(TYP.)
SEAL FILL
SECTION - BOTTOM LIP AT MIDDLE
SECTION - BOTTOM LIP AT END
PLAN - ISOMETRIC VIEW OF BOTTOM LIP
NOTE:
1. MAKE ONE SECTION.
NOTE: TOP SECTION'S SKIN PLATE AND BACK PLATES ARE NOT SHOWN FOR CLARITY.
SKIN PLATE
3/4"x8'-6"
SKIN PLATE
3/4"x8'-6"
1/2
1/2
(TYP.)
1/2
(TYP.)
1/2
PLATE
1"x12"x10'-10"
1/2
1/2
Q R
D
PLATE
1"x10"x11'-1/2"
BASE PLATE (TYP.)
1"x13 3/4"x15 1/4"
PLATE (TYP.)
INSIDE SIDE
3/4"x12 1/4"X17"
(TYP.)
FRONT PLATE
3/4"x14 1/2"X19"
PLATE
INSIDE SIDE
3/4"X12 1/4"X17"
PLATE
3/4" BACK
LIP
HOLE 2 PER
PLATE
1"x10"x11'-1/2"
BASE PLATE
1"X13 3/4"X15 1/4"
FRONT PLATE
3/4"X14 1/2"X19"
PLATE
1"x10"x11'-1/2"
L
(TYP.)
SEAL FILL
1/2
(TYP.)
1"X2" BAR
VALVE
TOP MAIN
LIP
BOTTOM
THIS CORNER (TYP.)
OTHER AND SEAL AT
CONNECT TO EACH
LIP CURVED PLATE
FRONT PLATE AND
NOTE: MAKE SURE SIDE
PLATE
GUSSET
3/4" S. S.
PLATE (TYP.)
OUTSIDE
3/4"X11"X9"
(TYP.)
J-SEAL (TYP.)
2 1/2" BULB
UHMW (TYP.)
FRONT
2 1/2"x4 1/2"
(TYP.)
2"X6" UHMW
PLATE FOR
3/4"x12" BACK
12 3/4"
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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E N
U M
B E
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S
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S U
B M
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D B
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D A
T E
M A
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D E
S C
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IP
T
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N D
A T
E A
P P
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S I
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
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O C
K S
W A
S H
IN
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IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
1'-1 1/2 "
12 3/4"
1'-1 1/2 "
1"
8'-6"
3 1/2 " 8"5 3/4 "9"10"10"10"10"10"10"10"10"9"5 3/4 "8"
(TYP.)
6"
BASE P
1'-3 1/4"
BASE P
1'-3 1/2 "
6"
10"
GUSSET P
1'-8" (TYP.)
T S
F
N K
A N
S I
D
C4
SCALE: 1" = 1'-0"
SCALE: 1" : = 1'-0"
A1
SECTION
A4
A4
1/2
(TYP.)
1/2
(TYP.)
1/2
(TYP.)
(TYP.)
1"X2" BARS
(TYP.)
1/2
1/2
(TYP.)
1/2
(TYP.)
(TYP.)
(TYP.)
C U
L V
E R
T V
A L
V
M O
V A
B L E B
O T
T O
M L
IP
A
L T
E R
N A
T
IV
E
P N
L
W C
V -S -1
.D
G N
S-108
PLATE
3/4" SKIN
MC12X50
(TYP.)
SEAL FILL
PLATE
3/4" BACK
MC12X50
PLATE
3/4" SKIN
MC12X50
PLATES
3/4" BACK
A
C
PLATE
1"x12"X10'-10"
PLATE
1"x10"X11'-1/2"
PLATE
1"x10"X11'-1/2"
1"X2" BARS
PLATE
1"x10"X11'-1/2"
PLATE
1"x12"x10'-10"
SECTION - BOTTOM LIP AT END
SECTION - BOTTOM LIP AT MIDDLE
PLAN - ISOMETRIC VIEW OF BOTTOM LIP
PLATE
1"x12"X10'-10"
NOTE:
1. MAKE ONE SECTION.
NOTE: TOP SECTION'S SKIN PLATE AND BACK PLATES ARE NOT SHOWN FOR CLARITY.
SKIN PLATE
3/4"x8'-6"
SKIN PLATE
3/4"x8'-6"
1/2
(TYP.)
1/2
1/2
(TYP.)
1/2
PLATE
1"x12"x10'-10"
1/2
(TYP.)
1/2
1/2
Q R
D
PLATE (TYP.)
3/4"x12 1/4"X17"
BASE PLATE (TYP.)
1"x13 3/4"x15 /14"
(TYP.)
FRONT PLATE
3/4"x14 1/2"x19"
PLATE
1"x10"x11'-1/2"
FRONT PLATE
3/4"X14 1/2"X19"
PLATE
INSIDE SIDE
3/4"X12 1/4"X17"
L L
1/2
(TYP.)
PLATES
3/4" BACK
1"X2" BAR
(TYP.)
SEAL FILL
LIP
HOLE 2 PER
VALVE
TOP MAIN
LIP
BOTTOM
BASE PLATE
1"X13 3/4"X15 1/4"
THIS CORNER (TYP.)
OTHER AND SEAL AT
CONNECT TO EACH
LIP CURVED PLATE
FRONT PLATE AND
NOTE: MAKE SURE SIDE
L
PLATE (TYP.)
OUTSIDE
3/4"X11"X9"
3/4" GUSSET
(TYP.)
2"X6" UHMW
PLATE FOR
3/4"x12" BACK
UHMW (TYP.)
FRONT
2 1/2"x4 1/2"
J-SEAL (TYP.)
2 1/2" BULB
F
IL
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A M
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D W
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C K
D B
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D E
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D B
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2 3
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4 5
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M Y C
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P S O
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S E
A T
T L E
W A
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IN
G T
O N
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A T
T L E D
IS
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A M M
C H
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N D
E N L
O C
K S
W A
S H
IN
G T
O N
IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
8'-6"
/4
/4
/2
/4
11'-6" 11'-6" 3'-5 1/4 "
/4
5 7/8 "
9"
9"
/2
/2
/2
1'-6" 1'-6"
/4
(T Y
P
L O
W E
R G
U
ID
E S
E C
T
IO
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T Y
P
L O
W E
R G
U
ID
E D S
E C
T
IO
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L O
W E
R G
U
ID
E D S
E C
T
IO
N
/2
SCALE: 1/2" = 1'-0"
B5
B
B3 B4
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0"
SECTIONSECTION
A N
S I
D P
N L
W C
V -S -1
.D
G N
N K
T
1A
L
O W
B5
SCALE: 3/8" = 1'-0"
SECTION - ISOMETRIC
FLOW
B3
GALLERY
RECESS
L
A N V
IE
W A
N D S
E C
T
IO
N S
S-109
PLAN VIEW - UPPER RECESS IN GALLERY
C U
L V
E R
T V
A L
V E G
U
ID
E S
SEE S-113
RUBBER SEAL
PIT GALLERY
MACHINERY
PIT GALLERY
MACHINERY
GALLERY
RECESS
TOP OF
S-113
PLATE - SEE
SILL/SEAL
1 1/4" BOTTOM
PLATE
STEEL BENT
3/4" STAINLESS
Q R
D
OR 15" MINIMUM
RECOMMENDATION
MANUFACTURER'S
CONCRETE PER
EXISTING
EPOXY INTO
(TYP.), DRILLED AND
BOLT @ 18" C. TO C.
STEEL ANCHOR
OR 15" MINIMUM
RECOMMENDATION
MANUFACTURER'S
CONCRETE PER
EXISTING
EPOXY INTO
(TYP.), DRILLED AND
BOLT @ 18" C. TO C.
STEEL ANCHOR
(TYP.), OR 20" MIN.
RECOMMENDATION
MANUFACTURER'S
CONCRETE PER
INTO EXISTING
DRILLED AND EPOXY
STEEL ANCHOR BOLT
CONCRETE (SCC)
SELF-CONSOLIDATING
FILL WITH
F
IL
E N
A M
E
D W
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C K
D B
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D E
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N E
D B
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D E
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2 3
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4 5
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M A
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A P
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F
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B E
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M A
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M Y C
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P S O
F E
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IN
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S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
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A M M
C H
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T E
N D
E N L
O C
K S
W A
S H
IN
G T
O N
IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
11'-6"
11'-6"
11'-4 1/2 " (INSIDE FACE TO INSIDE FACE OF BENT PLATE GUIDES)
8'-6" (EXISTING CULVERT WIDTH)
/2
(TYP.)
1/4 " CLR
(T Y
P
/4 C
L R
11'-4" (ENDS OF EDGES OF CULVERT VALVE UHMW GUIDES)
11'-4" (ENDS OF EDGES OF CULVERT VALVE UHMW GUIDES)
3" (TYP.)
R
3" T Y P
R
/2
/2
/8 "1'-6"
8'-6" (CULVERT WIDTH)
/4
C L
R
1/4" CLR
/2
(T Y
P
/4
C L
R
(TYP.)
1/4 " CLR
/2
1'-0"2'-0" (TYP.)
11 1/4 "
/2
1/4"
1 1/2 "
1'-6"
/8
/2
/2
/4
10'-10" (CULVERT VALVE LENGTH)
1'-6"
/4
/8
/4
1'-6"
/2
/2
/4
/2
11'-4 1/2 " (INSIDE FACE TO INSIDE FACE OF BENT PLATE GUIDES)
10'-10" (CULVERT VALVE LENGTH)
1'-6"
/4
/2
/2
/4
/8
/4
/4
S I
D
U P
P E
R A
N D L
O W
E R R
E C
E S
S I
N G
A L L E
R Y
A N
D I
N C
U L
V E
R T
T S
F
N K
Q R
D
C U
L V
E R
T V
A L
V E
A1
S-101 SCALE: 3/4" = 1'-0"
C1
S-101 SCALE: 3/4" = 1'-0"
F L
O W
F L
O W
SECTION - UPPER RECESS IN GALLERY
SECTION - LOWER RECESS IN CULVERT
4B
A
S-111
1A
S -1
A
P N
L
W C
V -S -1
.D
G N
S-110
1/2
(TYP.)
CULVERT
TOP OF
SECTION
A4 SCALE: N. T. S.
4B SCALE: N. T. S.
TOP OF CULVERT VALVE
STEEL PLATE (TYP.)
SUPPORT STAINLESS
3/4"X6" ANCHOR
F L
O W
DETAIL
S-111
3C
UHMW
FRONT
1/2
1/2
(TYP.)
CONCRETE (TYP.)
INTO EXISTING
DRILLED AND EXPOXY
TOP J-SEAL
VALVE
CULVERT
STEEL BENT PLATE
3/4" STAINLESS
STEEL PLATE
3/4"X8" STAINLESS
BACK PLATES
SIDE UHMW
OR 15" MINIMUM
RECOMMENDATION
MANUFACTURER'S
CONCRETE PER
EPOXY INTO EXISTING
(TYP.), DRILLED AND
ANCHOR BOLT @ 18" C. TO C.
VALVE WALL
INSIDE CULVERT
VALVE
CULVERT
3/4" SKIN PLATE
J-SEAL
VERTICAL
(TYP.)
NEW CONCRETE
VALVE
CULVERT
(TYP.)
CONCRETE
EXISTING
(TYP.)
CONCRETE
NEW
CONCRETE
VERTICAL EXISTING
RECESS GALLERY
CULVERT
EXISTING
MC 12X50
PLATE
3/4" BACK
3/4" SIDE PLATE
STRIP
0.1" WEAR
UHMW
BACK
3/4" SKIN PLATE
SIDE UHMW (TYP.)
WASHER (TYP.)
NUT AND LOCK
BOLT WITH HEX
PLATE
3/4" S.S. BENT
S.S. PLATE
3/4"X8"X8'-6"
OR 15" MIN. (TYP.)
RECOMMENDATION
MANUFACTURER'S
EXISTING CONCRETE PER
DRILLED AND EPOXY INTO
(TYP.)
NUT AND WASHER
BOLT WITH HEX
GUSSET P
3/4" S.S.
L
1/2
1/2
(TYP.)
STRIP
0.1" WEAR
J-SEAL
2 1/2" BULB
PLATE
BENT
3/4" S. S.1/8" WELD
FIELD WELD TO SEAL WITH
THE GUIDE CURVETURE AND
DETAIL BENT PLATE TO FIT
S. S. PLATE
3/4"X8"X8'-6"
UHMW
FRONT
R
NOTE: CULVERT VALVE TOP J-SEAL IS NOT SHOWN FOR CLARITY.
(TYP.)
PLATE
GUSSET
3/4" S.S.
CONCRETE
TO EXISTING
SEAL LEDGE
MATERIAL TO
APPY SEALING
NOTE:
1. J-SEAL PRESET IS 0.25".
F
IL
E N
A M
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D W
N B
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C K
D B
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D E
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D B
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D E
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T
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2 3
C
4 5
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B
M A
R K
A P
P R
D A
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F
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U M
B E
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S
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S U
B M
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D B
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D A
T E
M A
R K
D E
S C
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T
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A T
E A
P P
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S I
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
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A M M
C H
IT
T E
N D
E N L
O C
K S
W A
S H
IN
G T
O N
IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
(L
O W
E R R
E C
E S
S G
U
ID
E B
E N
T P
L A
T E
(E
X
IS
T
IN
G C
U L
V E
R T H
E
IG
H T
3'-11 1/8 "
5 7/8 "
3"
R
3"
R
(T Y
P
/4
R
3"
R
/4
/8
/8
/4
/2
/8
/4
/4
1'-6"
S-111
N
L
W C
V -S -1
.D
G N
1A
A N
S I
D
S E
C T
IO
N A
N D D
E T
F
N K
RECESS
LOWER
EXISTING
1/2
1/2
(TYP.)
S-110 SCALE: 3" = 1'-0" A3
S-110
C U
L V
E R
T V
A L
V E G
U
ID
E
STEEL PLATE
3/4"X8" STAINLESS
CULVERT
EXISTING
SECTION - GUIDE
DETAIL - LOWER RECESS IN CULVERT
1'-6" /4
#5 (TYP.)
#5 (TYP.)
CULVERT
EXISTING
PLATE
GUIDE BENT
3C S-110
DETAIL - UPPER RECESS IN GALLERY
SCALE: 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
STEEL PLATE (TYP.)
SUPPORT STAINLESS
3/4"X6" ANCHOR
STEEL PLATE
3/4"X8" STAINLESS
1/2
1/2
(TYP.)
CULVERT
EXISTING
(TYP.)
STEEL BENT PLATE
3/4" STAINLESS
(TYP.)
STEEL BENT PLATE
3/4" STAINLESS
#5 (TYP.)
STEEL PLATE (TYP.)
SUPPORT STAINLESS
3/4"X6" ANCHOR
Q R
D
OR 15" MIN.
MANUFACTURER'S
CONCRETE PER
AND EPOXY INTO
#5 @ 18" DRILLED
OR 15" MINIMUM
RECOMMENDATION
MANUFACTURER'S
EXISTING CONCRETE PER
DRILLED AND EPOXY INTO
@ 18" C. TO C. (TYP.),
OR 15" MIN.
MANUFACTURER'S
CONCRETE PER
AND EPOXY INTO
#5 @ 18" DRILLED
(TYP.) OR 15" MIN.
MANUFACTURER'S
CONCRETE PER
EPOXY INTO EXISTING
#5 @ 18" DRILLED AND
OR 15" MINIMUM
RECOMMENDATION
MANUFACTURER'S
EXISTING CONCRETE PER
DRILLED AND EPOXY INTO
@ 18" C. TO C. (TYP.),
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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T
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N
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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U M
B E
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S
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S U
B M
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D B
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D A
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M A
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D E
S C
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N D
A T
E A
P P
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
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H
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A M M
C H
IT
T E
N D
E N L
O C
K S
W A
S H
IN
G T
O N
IDENTIFICATION
SHEET
SHEET OF 125
OF ENGINEERS
U.S. ARMY CORPS
C U
L V
E R
T G
A T
E V
A L
V E R
E P
L A
C E
M E
N T
B R
IA
N C
N E
L S
O N
M
A Y
RTA SUBMITTAL
C -2 -4 -3
4 2 3 2
PLAN VIEW
DOWNSTREAM ELEVATION
# INDICATES CONTROL DIMENSION NUMBER
P N
L
W C
V -S -1
.D
S I
D
C O
N T
R O
L D
IM
E N
S
IO
N S A
N D T
O L E
R A
N C
E S
S-112
T S
F
N K
Q R
D
C U
L V
E R
T V
A L
V E
CULVERT VALVE AND GUIDES DIMENSIONS
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
TOLERANCE (INCH) DIMENSION DIMENSION #
5'-8" 1
5'-8" 2
5'-5"3
5'-5"
5'-6 1/4"
5'-6 1/4"6
1'-9"7
12'-6"8
14'-3"9
1'-7"12
1'-3"13
2'-6"14
3'-0"15
3"-0" 16
2'-9"17
5'-9"20
5'-9"21
1'-8 1/2"22
1'-1 1/2"23
2 1/2"24
2"25
F L
O W
C
C
C
18'-3/8"10
18'-3/8"11
5'-2 3/4"18
5'-2 3/4"19
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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D A
T E
M A
R K
D E
S C
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T
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N D
A T
E A
P P
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S I
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S E
A T
T L E
W A
S H
IN
G T
O N
S E
A T
T L E D
IS
T R
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SEATTLE DISTRICT
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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Lake Washington Ship Canal, WA\FY18_PN445134_LWCV\Current_Phase\Con_Docs\CAD_Sheets\Structural\S-112 - CULVERT VALVE CONTROL DIMENSIONS AND TOLERANCES
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