PN445134_LWCV-00-COMPILATION-R0002_(2_of_3).pdf

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

P N

L

W C

V -S -0

.D

G N

T S

F

N K

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

Q R

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A L N

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A N

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A B

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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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IDENTIFICATION

SHEET

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OF ENGINEERS

U.S. ARMY CORPS

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RTA SUBMITTAL

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

R0002 (7/10/18)

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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

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N K

A N

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D

P L

A N V

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W A

N D S

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T

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D E

R A

S S

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B L

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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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OF ENGINEERS

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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

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SCALE: 3/4" = 1'-0"

B4

B2

SCALE: 3/4" = 1'-0"

SCALE: 3/4" = 1'-0"

B4

B2

W12x65

P

L

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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

D

CONNECTION

CYLINDER ROD

CULVERT VALVE

L

A N V

IE

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T V

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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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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 "

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BENT P

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2 1/4 "

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9'-4 3/4 " (CENTER TO CENTER BULBS OF 2 1/2" BULB J-SEAL)

/4

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3"

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

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E R

T V

A L

V E

S E

C T

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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

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IDENTIFICATION

SHEET

SHEET OF 125

OF ENGINEERS

U.S. ARMY CORPS

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C -2 -4 -3

/8

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11"

(T Y

P

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(T Y

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/2

11"

2"

/4

11"

3"

10 1/4 "

(T Y

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/2

(T Y

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6 1/4 "

/1

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/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

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R

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2" R

2"

R

2"

R

2"

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L 6"X6"x3/4"

MC 12X50

W12X65

W12X65

(TYP.)

3/4" BOLT

T S

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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

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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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IDENTIFICATION

SHEET

SHEET OF 125

OF ENGINEERS

U.S. ARMY CORPS

C U

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A T

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V E R

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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

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G N

A1 A2 A3

SCALE: N. T. S.SCALE: N. T. S. SCALE: N. T. S.

A N

S I

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U H

M W D

E T

A

IL

S

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Q R

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C U

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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

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SHEET

SHEET OF 125

OF ENGINEERS

U.S. ARMY CORPS

C U

L V

E R

T G

A T

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A L

V E R

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L A

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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

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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.

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O R

P S O

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A T

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IDENTIFICATION

SHEET

SHEET OF 125

OF ENGINEERS

U.S. ARMY CORPS

C U

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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

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S I

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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

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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

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A M

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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

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A L

V E R

E P

L A

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B R

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N C

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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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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

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L O

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E D S

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/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

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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

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

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W A

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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

(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

R

IP

T

IO

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

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

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IP

T

IO

N D

A T

E A

P P

R

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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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

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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

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C O

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R A

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S-112

T S

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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

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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

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RTA SUBMITTAL

C -2 -4 -3

2'-6"

5 1/8"

2'-6"

5"

(T

YP.

)1'- 6"

2 3/8" 4"

1'- 3/4 "

SUP P

13" ANCHOR

9'-0" ANCHOR SUPPORT PLATE

SUP P

13" ANCHOR

(T

YP.

)1'- 6"

/4

/4 S

IL

L P

L A

T E

1'-8"

/4

8'-

1/ 2"

2 1/2 "

R U

B S

E A

L

/8

1"

11'-6" (BOTTOM SILL/SEAL PLATE)

3/ 4"

4"

'-7 /2

1'-10 1/2"

1'-4 1/4"

1'- 3/4"

3/ 4"

7"

1'-8"

9'- 2" (R

UBBER

SEAL)

5"

9'-2" (RUBBER SEAL TOP)

9'-3 3/16 " (RUBBER SEAL BOT.)

(TYP.)

7"

(TYP.)

11 3/4 "

4 7/8 "4 7/8 "

5 1/2" 6 1/8"

2"

2"

(T

YP.

8"

(T Y

P

3"

3"

1 7/8 " 1 7/8 "

A N

S I

D P

N L

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V -S -1

.D

G N

N K

T

SCALE: 1" = 1'-0"

SECTION

A1

SECTION

SCALE: 1" : = 1'-0"

A1

C4

SCALE: 1 1/2" = 1'-0"

SEAL

RUBBER

SEAL

RUBBER

1/2

1/2

(TYP.)

P L

A N V

IE

W A

N D S

E C

T

IO

N S

S-113

SECTION

SCALE: 1 1/2" = 1'-0"B4

PLAN - ISOMETRIC VIEW OF BOTTOM SILL PLATE

L

L

1/2

1/2

(TYP.)

SILL PLATE

C U

L V

E R

T V

A L

V E B

O T

T O

M S

IL

L /S

E A

L

B4

(TYP.)

COUNTER BORED

2 1/2"X1 1/4" DEEP

CONCRETE

REMOVED

EDGE OF

CONCRETE

REMOVED

EDGE OF

SURFACE

BELOW SILL PLATE

RECESS HEAD 3/16"

COUNTER BORE TO

WASHER @ 8" O.C.

SUPPORT BAR

S.S. ANCHOR

12"X9'-0" LONG

(TYP.)

SUPPORT BAR

ANCHOR

13"X18" S.S.

Q R

D

SUPPORT BAR

S.S. ANCHOR

3"X8'-9" LONG

#5 @ 8"

(TYP.)

20" MINIMUM EMBEDMENT

RECOMMENDATION OR

PER MANUFACTURER'S

INTO EXISTING CONCRETE

DRILLED AND EPOXY EMBEDMENT (TYP.)

OR 10" MINIMUM

RECOMMANDATION

MANUFACTURER'S

CONCRETE PER

EPOXY INTO EXISTING

C. TO C., DRILLED AND

EMBEDMENT (TYP.)

OR 20" MINIMUM

RECOMMENDATION

MANUFACTURER'S

INTO CONCRETE PER

DRILLED AND EPOXY

EMBEDMENT (TYP.)

OR 20" MINIMUM

RECOMMENDATION

MANUFACTURER'S

CONCRETE PER

INTO EXISTING

DRILLED AND EXPOXY

EMBEDMENT (TYP.)

OR 20" MINIMUM

RECOMMENDATION

MANUFACTURER'S

INTO CONCRETE PER

DRILLED AND EPOXY

SURFACE

BELOW SILL PLATE

RECESS HEAD 3/16"

COUNTER BORE TO

WASHER @ 8" C.TO.C.

SILL/SEAL PLATE

1 1/4" S.S. BOTTOM

2'- 3/4 " 1'-6" (TYP.)

FLOW

FLOW

GROUT

NON-SHRINK

GROUT

NON-SHRINK

GROUT

NON-SHRINK

1/2

1/2

(TYP.)

(TYP.)

WASHER

F

IL

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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

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A L

V E R

E P

L A

C E

M E

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B R

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O N

M

A Y

RTA SUBMITTAL

C -2 -4 -3

12'-6"

11'-6" (EXISTING OPENING)

1'-8 5/8 "1'-8 5/8 "

4 1/2 " 4 1/2 "

/8 R

U B S

E A

L

/8

13'-0" (GATE VALVE PIT)

3'-5 1/4 " (EXISTING OPENING)

4'-9"

O F R

U B

B E

R S

E A

L

/4

O U

T S

ID

E E

D G

E S

4'-0 3/8 " (RIGHT COVER)4'-3 1/4 " (MIDDLE COVER)4'-0 3/8 " (LEFT COVER)

C O

V E

R P

1"

4"

/4

IN

S

ID

E E

D G

E S O

F G

A L L E

R Y

11'-6" (GATE VALVE GUIDE GALLERY)

1'-3 1/2 " 1'-9 3/8 "

2" (RUB. SEAL)

(C

O V

E R P

/8

R U

B S

E A

L

/4

B

(C

O V P

/8 (R

U B S

E A

L

2" (RUB. SEAL) 2" (RUB. SEAL)

11'-10" (OUTSIDE EDGE OF RUBBER SEAL)

2" (RUB. SEAL)

2'-11 1/4 "

1'-0" (TYP.) 1'-0" (TYP.)2'- 3/8 " (TYP.) 8" (TYP.)

1'-9 3/8 " (TYP.) 1'-8" (TYP.) 1 1/2 " (TYP.)

/2

T Y

P

4 1/2 " (TYP.)

2"

(TYP.)

1 1/2 "

/8

(TYP.)

1 1/2 "

1 1/2 "

2"

11 1/2 "

5 1/2 "

A1

C

SCALE: 1" = 1'-0"

C4

SECTION

A1

SECTION

SCALE: 1" : = 1'-0"

A N

S I

D

T S

F

K

L

W C

V -S -1

.D

G N

1/4

(TYP.)

1/4

1/4

(TYP.)

(TYP)

LIFTING EYE

4A

SCALE: 3" : = 1'-0"

DETAIL

4A

P L

A N V

IE

W S

E C

T

IO

N S A

N D D

E T

A

S-114

SCALE: 1 1/2" = 1'-0"

C U

L V

E R

T V

A L

V E B

U L

K H

E A

D C

O V

E R

PLAN VIEW - BULKHEAD

(TYP.)

F L

O W

2" R

4" R

L

L

L

S-502

(TYP) - SEE DET. 1A

LIFTING DEVICES

S-502

SEE SEC. A4

LIFTING DEVICE

Q R

D

3/4"X6" P

3/4"X3" P

L

L

SEE M-506

ROD CONNECTION-

HOLE FOR CYLINER

EMBEDMENT (TYP.)

OR 15" MINIMUM

RECOMMENDATION

MANUFACTURER'S

CONCRETE PER

ANCHORED INTO EXISTING

EMBEDMENT (TYP.)

OR 15" MINIMUM

RECOMMENDATION

MANUFACTURER'S

CONCRETE PER

ANCHORED INTO EXISTING

EMBEDMENT (TYP.)

OR 15" MINIMUM

RECOMMENDATION

MANUFACTURER'S

CONCRETE PER

ANCHORED INTO EXISTING

NOTES:

UNDER THE PLATES.

2. MAKE SURE THE 1" SEAL BETWEEN PLATES IS SEALING AGAINST THE 5/8" SEAL

MANUFACTURER.

1. RUBBER SEAL IS ATTACHED TO CONCRETE PER RECOMMENDATION OF SEAL'S

1"

1" RUBBER "L" SEAL

(TYP.)

AND WASHER

F

IL

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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

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A L

V E R

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L A

C E

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B R

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A Y

RTA SUBMITTAL

C -2 -4 -3

S-501

N

S I

D P

N L

W C

V -S -5

.D

F

N K

Q R

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1B

DETAIL - CYLINDER SUPPORT ASSEMBLY

SCALE: 1/2" : = 1'-0"

D E

T A

IL

S

H E

E T

C U

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E R

T V

A L

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NOTES:

FLOW

C3

A1

C3

A1

SCALE: 1 1/2" : = 1'-0"

SCALE: 1 1/2" : = 1'-0"

SECTION - WALL CYLINDER SUPPORT

SECTION - CYLINDER SUPPORT

SHALL BE ASTM A709 GR. 50 F, ZONE 2.

4. UNLESS NOTED OTHERWISE, ALL STEEL ON THIS SHEET

ENGINEER.

CALCULATION PERFORMED BY A LICENSED PROFESSIONAL

3. CONTRACTOR NEEDS TO SUBMIT STRUCTURAL DESIGN

PROVIDED IN SPECIFICATION SECTION 35 05 40.14 10.

2. THE DESIGN REQUIREMENT FOR THE CYLINDER ARE

CONTRACTOR AND SUBMITTED FOR APPROVAL.

ASSEMBLY IS TO BE DESIGNED AND DETAILED BY THE

CONCEPT DESIGN LAYOUT. THE CYLINDER SUPPORT

1. DETAILS AND COMPONENT SIZES ARE SHOWN AS

F

IL

E N

A M

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D E

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IDENTIFICATION

SHEET

SHEET OF 125

OF ENGINEERS

U.S. ARMY CORPS

C U

L V

E R

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A T

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A Y

RTA SUBMITTAL

C -2 -4 -3

1'-6"

8" 1"

2"

8 1/2 "

1"

1"

8"

"8 "8

4"

(T Y

P

(T Y

P

S-502

N

S I

D P

N L

W C

V -S -5

.D

G N

D E

T A

IL

S

H E

E

F

N K

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C2

C

1C C4

SCALE: 3" : = 1'-0"

C2

DETAIL - DOGGING SUPPORT SECTION SECTION

SCALE: 3" : = 1'-0" SCALE: 3" : = 1'-0"

C U

L V

E R

T V

A L

V E

1A A4

SCALE: 3" : = 1'-0"

A2

SECTION SECTION

SCALE: 3" : = 1'-0" SCALE: 3" : = 1'-0"

DETAIL - BULKHEAD LIFTING DEVICE

LIFTING DEVICE

COVER

BULKHEAD

DEVICE

LIFTING

COVER

BULKHEAD

COVER

BULKHEAD

LIFTING DEVICE

1/2

1/2

(TYP.)

A2

A

3/4

3/4

(TYP.)

OR 15" MIN. EMBEDMENT (TYP.)

RECOMMENDATION

MANUFACTURER'S

EXISTING CONCRETE PER

DRILLED AND EPOXY INTO

FCM

F

IL

E N

A M

E

D W

N B

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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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N

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2 3

C

4 5

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B

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A P

P 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

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A L

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L A

C E

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RTA SUBMITTAL

C -2 -4 -3

13'-0"

4'-4"4'-4"

6'-5 1/2 " (T

Y P

7'-6"

7'-6"

4 CORNERS)

1/2 " (TYP. ALL

(TYP.)

1'-6"

13'-0"

4'-4"

6"

SIDES)

1/2 " (TYP. BOTH

(TYP.)

4"

4"

1/2 " AT CORNER

4'-3" (HATCH OPENING)

(H

A T

C H O

P E

N

IN

G

(T Y

P

(TYP.)

6"

(O P

E N

IN

G

(OPENING)

1'-1"

4'-1 3/4 " 3'-11 1/2 " 4'-1 3/4 "

1'-6" (TYP.)

1 3/16"

GRATING SPAN DIRECTION GRATING SPAN DIRECTION GRATING SPAN DIRECTION

S-503

N

L

W C

V -S -5

.D

G N

B4

SCALE: 1" : = 1'-0"

SCALE: 1" : = 1'-0"

A1

C

B

C4

SCALE: 1" : = 1'-0"

A1

SCALE: 1" : = 1'-0"

SECTION

SECTION - ANGLE SUPPORT

SECTION - BEAM SUPPORT

PLAN VIEW - GRATING

L4"X3"X3/8"

L4"X3"X3/8"

BEAM (TYP.)

SUPPORT

W6X12

BEAM (TYP.)

SUPPORT

W6X12

(TYP.)

(TYP.)

4B 5B

4A

GRATING CLIP (TYP.)

GRATING

CLIP

GRATING

TO BEAM

WELD STUD

W6X12 BEAM

L8"X4"X3/4"

W6X12 BEAM

L4"X3"X3/8"4B

5B

4A

BAR

BEARING

GRATING NOTES:

SCALE: N.T.S.

SCALE: N.T.S.SCALE: N.T.S.

A N

S I

D

G R

A T

IN

G D

E T

A

F

N K

Q R

D

C U

L V

E R

T V

A L

V E

L4"X3"X3/8"

DETAIL - SUPPORT ANGLE DETAIL - SUPPORT ANGLE

DETAIL - GRATING CLIP

ANGLE (TYP.)

SUPPORT

L8"X4"X3/4"

ANGLES

SUPPORT

L4"X3"X3/8"

PIT WALL

VALVE

CULVERT

PIT WALL

VALVE

CULVERT

PIT WALL

VALVE

CULVERT

SEE S-504

LADDER-

CYLINDER

HYDRAULIC

SEE S-504

LADDER-

SEE S-504

GRAB BAR-

ANGLE (TYP.)

SUPPORT

L8"X4"X3/4"

SEE S-504

LADDER-

SEE S-504

GRAB BAR-

SEE S-504

GRAB BAR-

EL. 122.50

EL. 122.50

EL. 122.50

(TYP.)

L8"X4"X3/4"

(TYP.)

15" MINIMUM EMBEDMENT

RECOMMENDATION OR

PER MANUFACTURER'S

DRILLED AND EPOXY

EMBEDMENT (TYP.)

OR 15" MINIMUM

RECOMMENDATION

MANUFACTURER'S

AND EPOXY PER

(TYP.)

15" MINIMUM EMBEDMENT

RECOMMENDATION OR

PER MANUFACTURER'S

DRILLED AND EPOXY

(TYP.)

15" MINIMUM EMBEDMENT

RECOMMENDATION OR

PER MANUFACTURER'S

DRILLED AND EPOXY

EMBEDMENT (TYP.)

OR 15" MINIMUM

RECOMMENDATION

MANUFACTURER'S

AND EPOXY PER

GRATING

1 1/4"X3/16"

PRESSURE LOCKED

C. TO C. WELDED OR

BARS @ 1 3/16"

1 1/4"X3/16" CROSS

(TYP.)

GRATING

1 1/4"X3/16"

CROSS BARS

WELDED TO

1 1/4"X3/16" BARS

ADDITIONAL

GRATING

1 1/4"X3/16"

GRATING

1 14"X3/16"

8. SEE SPECIFICATION 05 50 00, SECTION 2.4.

LOAD OF 300 LBS/SF.

7. THE GRATING IS TO SUPPORT A DISTRIBUTED UNIFORM

VERIFIED.

6. DIMENSIONS, ANGLES, AND ELEVATIONS TO BE FIELD

PIECE.

GRATING AT EACH CORNER OF A SINGLE GRATING

5. SADDLE CLIPS TO BE PROVIDED FOR LANDING

ASTM A36.

4. ALL ANGLES, BEAMS, AND PLATES ON THIS SHEET TO BE

REPAIRED FOLLOWING ASTM A780.

3. ANY DAMAGE TO THE GALVANIZED COATING SHALL BE

2. GRATING SHALL BE HOT DIPPED GALVANIZED.

W-19-4 (1 1/4x3/16).

1. GRATING SHALL MEET OR EXCEED NAAMM MBG 531,

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EL. 104.50

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NOTES:

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S-504

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B2

1B B2

SECTION

ELEVATION

DETAIL - LADDER

SCALE: N. T. S.

(TOP OF MACHINERY PIT)

(BOTTOM OF MACHINERY PIT)

POST

SAFETY

POST

SAFETY

VERIFIED.

5. DIMENSIONS, ANGLES, AND ELEVATIONS TO BE FIELD

4. ALL ANGLES, PLATES TO BE ASTM A36.

REPAIRED FOLLOWING ASTM A780.

3. ANY DAMAGE TO THE GALVANIZED COATING SHALL BE

SHALL BE HOT DIPPED GALVANIZED.

2. UNLESS NOTED OTHERWISE, ALL STEEL ON THIS SHEET

STANDARDS. SEE SPECIFICATION 05 50 00, SECTION 2.5.

EXCEED ANSI A14.3, OSHA 1910.27 AND 1926.1053

1. LADDER AND LADDER SAFETY POST SHALL MEET OR

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OF ENGINEERS

U.S. ARMY CORPS

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UPSTREAM RIVERWALL

DRAINAGE TUNNEL

MIDDLE RIVERWALL

DRAINAGE TUNNEL

D/S RIVERWALL

DRAINAGE TUNNEL

D/S LANDWALL MIDDLE LANDWALL

DRAINAGE TUNNEL DRAINAGE TUNNEL

UPSTREAM LANDWALL

FLOW

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-1 .d g n

SEE SHEET M-106

VALVE #3N,

SEE SHEET M-104

VALVE #2N,

SEE SHEET M-102

VALVE #1N,

SEE SHEET M-107

VALVE #3S,

SEE SHEET M-105

VALVE #2S,

SEE SHEET M-103

VALVE #1S,

#3N

VALVE PIT

STONEY GATE

EXISTING

#2N

VALVE PIT

STONEY GATE

EXISTING

#1N

VALVE PIT

STONEY GATE

EXISTING

#3S

VALVE PIT

STONEY GATE

EXISTING

#2S

VALVE PIT

STONEY GATE

EXISTING

#1S

VALVE PIT

STONEY GATE

EXISTING

NEW CULVERT VALVE MACHINERY MECHANICAL PLAN

NOT TO SCALE

NECESSARY.

ASSEMBLY AND CORRECT AND REMEDY AS

THE NEW BULKHEAD ASSEMBLY AND ROD SEAL

SECTION 35 05 40.14. CHECK FOR LEAKAGE ON

OPERATING MACHINERY PER SPECIFICATION

COMMISSION AND TEST NEW VALVE AND NEW 13.

THE GOVERNMENT WILL FILL THE LOCK CHAMBER. 12.

SECTION 35 05 40.14.

OPERATING MACHINERY PER SPECIFICATION

COMMISSION AND TEST NEW VALVE AND NEW 11.

TEST.

CONNECT ALL HYDRAULIC PIPING AND PRESSURE 10.

INSTALLED.

THE TWO-PIECE BULKHEAD ASSEMBLY SHALL BE 9.

NEW CULVERT VALVE.

INSTALL AND CONNECT NEW CYLINDER TO THE

INSTALL CYLINDER ROD SEAL ASSEMBLY AND 8.

INSTALLED.

THE CYLINDER SUPPORT ASSEMBLY SHALL BE 7.

REQUIREMENTS.

SEE STRUCTURAL DRAWINGS FOR NEW WORK

THE NEW CULVERT VALVE SHALL BE INSTALLED. 6.

SHOWN ON DRAWINGS ED 101 THROUGH ED 106.

ELECTRICAL DEMOLITION AND REMOVAL IS

SHOWN ON MD 501 AND SD 101 AND SD 102.

MACHINERY. STRUCTURAL REMOVALS ARE

CULVERT VALVE AND ANY REMAINING DRIVE

REMOVE THE EXISTING BULKHEAD, THE EXISTING

LOCK CHAMBER. THE CONTRACTOR SHALL

THE GOVERNMENT WILL THEN DEWATER THE 5.

LOCATION OF THE CYLINDER.

HYDRAULIC POWER SHALL BE RUN TO THE

INSTALLATION TO THE NEW CYLINDER FROM THE

PANELS SHALL BE INSTALLED. PIPING

INSTALLED AND WIRED. ANY NEW ELECTRICAL

THE NEW HYDRAULIC POWER UNIT SHALL BE

VALVES PRIOR TO THE SCHEDULED DEWATERING.

DRIVE MACHINERY FOR THE NEW CULVERT

THE CONTRACTOR SHALL NEXT INSTALL NEW 4.

SCHEDULED DEWATERING.

THIS WORK SHALL BE DONE AHEAD OF THE

INDICATED ON DRAWINGS M 102 THROUGH M 107.

FURTHER IN SPECIFICATION SECTION 09 97 02 AND

PITS AND MACHINERY ROOM AS DESCRIBED

THE CONTRACTOR SHALL NEXT PAINT THE VALVE 3.

AHEAD OF THE SCHEDULED DEWATERING.

SECTION 02 41 00. THIS WORK SHALL BE DONE

PITS AS DESCRIBED FURTHER IN SPECIFICATION

THE CONTRACTOR SHALL NEXT CLEAN THE VALVE 2.

PAINTING.

THE SCREWS TO FACILITATE CLEANING AND

CONTRACTOR MAY ELECT TO TORCH AND CUT

THE ACTUAL DEWATERING. HOWEVER, THE

BULKHEAD WILL NEED TO BE REMOVED DURING

SUCH AS THE SCREWS THAT GO THROUGH THE

DEWATERING. ANY EXISTING DRIVE MACHINERY

WILL BE IN THE DOWN POSITION AHEAD OF THE

01 14 00. THE CULVERT VALVES TO BE REPLACED

SCHEDULED DEWATERING AS STATED IN SECTION

REMOVED UP TO 60 DAYS AHEAD OF THE

106 AND MD 501. THE MACHINERY MAY BE

INDICATED ON DRAWINGS MD 101 THROUGH MD

MACHINERY PITS. MACHINERY REMOVALS ARE

VALVE MACHINERY IN EACH OF THE VALVE

CONTRACTOR SHALL REMOVE EXISTING STONEY

SPECIFICATION SECTION 01 14 00, THE

PER SEQUENCE OF WORK STATED IN 1.

SEQUENCE OF WORK

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