H.08.01 24R0010_Plans_V3.pdf

N N

N

STORAGE YARD

RIVERSNAKE

500 KV TRANSMISSION LINE

LOWER GRANITE DAM

NAVIGATION LOCK

N 3000

N 4000

N 5000

BUO

Y

BUO

Y

BUO

Y

NPW

87-

11-

CU

LVE

RT

BUO

Y

NPW

87-

11-

CU

LVE

RT

0+0

CU

LVE

RT

CU

LVE

RT

CU

LVE

RT

700 69

680730760

760 750

760 770

7 5

790800

690 680

750760

32°

C o n s tr u c ti o n

L o c a l G ri d N o rt h

S o lid

N 500,000

E 2,7

,00

E 2,7

,00

N 498,000

PENDLETON

WALLA WALLA

PASCO

KENNEWICK

COLFAX

PULLMAN

RICHLAND

DAM

HARBOR

ICE

CLARKSTON

R I V

E R

LEWISTON

CO

U M

L

IA

B

ID

A

H O

OREGON

WASHINGTON

Washtucna

Riparia

GOOSE

DAM

LITTLE Fla t

P A

LO

U S E

B. N.

C. P. RR.

Cr.

C r.

Alkali

E A

K

IV

E

R

SN

CreekDry

R

Pomeroy

R

Flat

Union

N O

N

Cr.

Asotin

TUCAN

Camp Wooten

R

GRANITE

LOWER

DAM

Farrington

McNARY

DAM

Cr.

RIVER

R O

N D E

GRANDE

UM

ATILLA

C

r. U. P. RR. RIVER

B u tt e r

Elgin Wallowa

Athena

Weston

Hermiston

Anatone

Asotin

M ill

R.

WALLA

T O

U C

H E T

Touchet

Milton-Freewater

R.

Wallula

B.N.

Kahlotus

Umatilla

Plymouth

Dayton

Almota

Ferry

Starbuck

BishopCentral

MONUMENTAL

LOWER Dodge

DAM

W A

L L A

Waitsburg

YA

K

A

IM

R

SPOKANE

OREGON

CLEARWATER R.

EUGENE

BOISE

P A

C

IF

IC

O

C E

A N

WASHINGTON

IDAHO

R

IV

E

REVERETT

C O

L U

M B

IA

SNAKE R.

PASCO

SEATTLE

PORTLAND

SALEM

THE

OLYMPIA

DALLES

WALLA WALLA

PENDLETON

VANCOUVER

PROJECT

LOCATION

SEE LOCATION

MAP

LOCATION MAPVICINITY MAP

SITE MAP

NOT TO SCALENOT TO SCALE

NOT TO SCALE

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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CHIEF OF ENGINEERING & CONST DIV.

WALLA WALLA DISTRICT

CHIEF OF DESIGN BRANCH

WALLA WALLA DISTRICT

CHIEF OF STRUCTURAL DESIGN SECTION

WALLA WALLA DISTRICT

CHIEF OF MECHANICAL DESIGN SECTION

WALLA WALLA DISTRICT

CHIEF OF ELECTRICAL DESIGN SECTION

WALLA WALLA DISTRICT

APPROVED BY:

SUBMITTED BY:

SUBMITTED BY:

SUBMITTED BY:

SUBMITTED BY:

This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

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WALLA WALLA DISTRICT

W912EF24R0010

MAY 2024

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VOLUME 3

LOWER GRANITE LOCK AND DAM

SNAKE RIVER, OREGON, WASHINGTON AND IDAHO

TAINTER VALVE SYSTEM UPGRADE

NAVIGATION LOCK

DWAYNE WESTON, P.E.

MARCUS PALMER, P.E.

JULIO MORELOS III, P.E.

KEVIN RENSHAW, P.E.

LEVI VAN STEDUM, P.E.

VOLUME 1 LOWER MONUMENTAL NAVIGATION LOCK

TAINTER VALVE SYSTEM UPGRADE

VOLUME 2 LITTLE GOOSE NAVIGATION LOCK

TAINTER VALVE SYSTEM UPGRADE

VOLUME 3 LOWER GRANITE NAVIGATION LOCK

TAINTER VALVE SYSTEM UPGRADE

VOLUME 4 ICE HARBOR NAVIGATION LOCK

TAINTER VALVE SYSTEM UPGRADE

INDEX

SHEET ID SHEET TITLE FILE # SHEET ID SHEET TITLE FILE #

GENERAL ELECTRICAL

G-001 COVER SHEET AND LOCATION MAPS GDG-1-0-1/721 E-001 ELECTRICAL LEGEND GDN-1-6-8/63

G-002 INDEX GDG-1-0-1/722 ED101 NAVIGATION LOCK SERVICE GALLERY AT EL. 738.00 DEMO PLAN GDN-1-6-8/1

G-003 GENERAL NOTES GDG-1-0-1/723 ED102 NAVIGATION LOCK SERVICE GALLERY AT EL. 738.00 DEMO PLAN GDN-1-6-8/2

G-101 PROJECT OVERVIEW GDG-1-0-0/529 ED103 NAVIGATION LOCK SERVICE GALLERY AT EL. 738.00 DEMO PLAN GDN-1-6-8/3

G-102 ENLARGED PLANS - GENERAL WORK LOCATION GDG-1-0-0/530 ED201 NAVIGATION LOCK LSP1 & LSQ1 DEMO ELEVATION GDN-1-6-8/4

G-301 SECTIONS - VALVE SHAFTS GDG-1-0-0/531 ED202 NAVIGATION LOCK LSP2 & LSQ2 DEMO ELEVATION GDN-1-6-8/5

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS GDN-1-5-8/11

ED301 NAVIGATION LOCK CONTROL STANDS S1 AND S2 CONTROL PANEL ARRANGEMENT - DEMO GDN-1-6-8/6

SD201 CULVERT SHAFT DEMOLITION SECTION GDN-1-5-8/12

ED401 NAVIGATION LOCK TAINTER VALVES 1 & 2 MACHINERY ROOMS DEMO GDN-1-6-8/7

S-201 CULVERT SHAFT SECTION GDN-1-5-8/13

ED402 NAVIGATION LOCK TAINTER VALVE 4 MACHINERY ROOM DEMO PLAN GDN-1-6-8/8

S-401 ISOMETRIC VIEWS - TAINTER VALVE BODY GDN-1-5-8/14

ED403 NAVIGATION LOCK TAINTER VALVE 3 MACHINERY ROOM DEMO PLAN GDN-1-6-8/9

S-402 ELEVATION AND SECTION - TAINTER VALVE BODY GDN-1-5-8/15

ED601 ONE-LINE DIAGRAM DEMOLITION GDN-1-6-8/10

S-403 UPSTREAM SECTIONS AND DETAILS - TAINTER VALVE BODY GDN-1-5-8/16

ED602 CABLE AND CONDUIT SCHEDULE DEMO GDN-1-6-8/11

S-501 DETAILS AND SECTIONS - TAINTER VALVE BODY GDN-1-5-8/17

ED611 TAINTER VALVES 1 & 2 CONTROL SCHEMATICS DEMO GDN-1-6-8/12

S-502 DETAILS - TAINTER VALVE BODY GDN-1-5-8/18

ED612 TAINTER VALVES 3 & 4 CONTROL SCHEMATICS DEMO GDN-1-6-8/13

S-503 UPSTREAM SECTIONS AND DETAILS - TAINTER VALVE BODY GDN-1-5-8/19

ED613 NAVIGATION LOCK CONTROL STAND S1 INTERNAL AND EXTERNAL CONNECTIONS - DEMO GDN-1-6-8/14

S-504 DETAILS - TAINTER VALVE BODY GDN-1-5-8/20

ED614 NAVIGATION LOCK CONTROL STAND S2 INTERNAL AND EXTERNAL CONNECTIONS - DEMO GDN-1-6-8/15

S-505 DETAILS - LIFTING HEAD AND SIDE SEALS GDN-1-5-8/21

ED615 NAVIGATION LOCK VALVE AND GATE INTERLOCK DEMO SCHEMATIC GDN-1-6-8/16

S-506 DETAILS - SEALS AND SEAL HARDWARE GDN-1-5-8/22

E-101 PLAN VIEW - MACHINE ROOM VALVE 1 & 2 CABLE ROUTING GDN-1-6-8/17

S-508 VALVE STAND GDN-1-5-8/23

E-102 PLAN VIEW - MACHINE ROOM VALVE 1 & 2 CABLE ROUTING GALLERY GDN-1-6-8/18

S-512 DETAILS - TRUNNION ANCHORS GDN-1-5-8/24

E-103 PLAN VIEW - MACHINE ROOM VALVE 3 CABLE ROUTING GDN-1-6-8/19

S-513 TRUNNION BASE DETAILS GDN-1-5-8/25

E-104 PLAN VIEW - CROSSOVER GALLERY VALVE 4 CABLE ROUTING GDN-1-6-8/20

S-901 TAINTER VALVE BODY - ASSEMBLY STEPS A & B GDN-1-5-8/26

E-105 PLAN VIEW - MACHINE ROOM VALVE 4 CABLE ROUTING GDN-1-6-8/21

S-902 TAINTER VALVE BODY - ASSEMBLY STEPS C & D GDN-1-5-8/27

E-201 SECTION VIEW - LSQ1 INSTALLATION GDN-1-6-8/22

S-903 TAINTER VALVE BODY - ASSEMBLY STEPS E & F GDN-1-5-8/28

E-202 SECTION VIEW - LSQ2 INSTALLATION GDN-1-6-8/23

S-904 TAINTER VALVE BODY - ASSEMBLY STEP G GDN-1-5-8/29

E-301 SECTION VIEWS - CROSSOVER GALLERY GDN-1-6-8/24

S-905 TAINTER VALVE BODY - ASSEMBLY STEP H GDN-1-5-8/30

E-302 NAVIGATION LOCK CONTROL STANDS S1 AND S2 INSTALL GDN-1-6-8/25

S-906 TAINTER VALVE BODY - ASSEMBLY STEPS I & J GDN-1-5-8/31

E-311 SECTION VIEW - VALVE 1 & 2 MACHINE ROOM GDN-1-6-8/26

S-907 TAINTER VALVE BODY - ASSEMBLY STEP K GDN-1-5-8/32

E-312 SECTION VIEW - VALVE 1 & 2 GDN-1-6-8/27

E-333 SECTION VIEW - VALVE 3 MACHINE ROOM GDN-1-6-8/28

MECHANICAL

E-334 SECTION VIEW - VALVE 3 GDN-1-6-8/29

MD101 OVERALL MECHANICAL SITE DEMOLITION PLAN GDN-1-3-8/4

E-345 SECTION VIEW - VALVE 4 MACHINE ROOM GDN-1-6-8/30

MD102 ENLARGED DEMOLITION PLANS - MACHINERY ROOMS AND VALVE SHAFTS GDN-1-3-8/5

E-346 SECTION VIEW - VALVE 4 GDN-1-6-8/31

MD301 TAINTER VALVE SHAFT DEMOLITION SECTIONS GDN-1-3-8/6

E-401 ENLARGED PLAN - VALVE 1 & 2 MACHINE ROOM GDN-1-6-8/32

MD302 ENLARGED DEMOLITION SECTIONS - MACHINERY ROOMS GDN-1-3-8/7

E-402 ENLARGED PLAN - VALVE 3 & 4 MACHINE ROOMS GDN-1-6-8/33

M-101 OVERALL MECHANICAL SITE PLAN GDN-1-3-8/8

E-601 LSQ1 AND LSQ2 ONE-LINE DIAGRAMS GDN-1-6-8/34

M-102 ENLARGED PLANS - MACHINERY ROOMS AND VALVE SHAFTS GDN-1-3-8/9

E-602 BLOCK DIAGRAM - PLC AND NETWORK CONNECTIONS GDN-1-6-8/35

M-301 TAINTER VALVE SHAFT SECTIONS GDN-1-3-8/10

E-603 NETWORK CONNECTION DIAGRAM GDN-1-6-8/36

M-302 MACHINERY ROOM DETAILS GDN-1-3-8/11

E-604 CABLE AND CONDUIT SCHEDULE GDN-1-6-8/37

M-403 VALVE INSTALL GDN-1-3-8/12

E-605 INSTALL CABLE AND CONDUIT SCHEDULE CONTINUED GDN-1-6-8/38

M-501 TAINTER VALVE MACHINERY - COMPONENTS LIST GDN-1-3-8/13

E-606 VALVE CONTROL NARRATIVE GDN-1-6-8/62

M-502 CYLINDER ASSEMBLY - BILL OF MATERIAL AND DETAIL VIEWS GDN-1-3-8/14

E-611 SCHEMATIC DIAGRAM - PLC PANEL MACHINE ROOM 1 - VALVE 1 - 1/3 GDN-1-6-8/39

M-503 CYLINDER ASSEMBLY - CYLINDER BASE GDN-1-3-8/15

E-612 SCHEMATIC DIAGRAM - PLC PANEL MACHINE ROOM 1 - VALVE 1 - 2/3 GDN-1-6-8/40

M-504 CYLINDER ASSEMBLY - PIECE DETAILS GDN-1-3-8/16

E-613 SCHEMATIC DIAGRAM - PLC PANEL MACHINE ROOM 1 - VALVE 1 - 3/3 GDN-1-6-8/41

M-505 INDICATOR ROD ASSEMBLY - BILL OF MATERIALS AND DETAIL VIEWS GDN-1-3-8/17

E-614 PLC VALVE 1 TERMINAL BLOCK LAYOUT GDN-1-6-8/42

M-506 CROSSHEAD ASSEMBLY - BILL OF MATERIAL AND DETAIL VIEWS GDN-1-3-8/18

E-615 TAINTER VALVE PLC PANEL VIEW GDN-1-6-8/43

M-507 CROSSHEAD - BILL OF MATERIAL AND DETAIL VIEWS GDN-1-3-8/19

E-621 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 2 - VALVE 2 - 1/3 GDN-1-6-8/44

M-508 CROSSHEAD ASSEMBLY - PIECE DETAILS GDN-1-3-8/20

E-622 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 2 - VALVE 2 - 2/3 GDN-1-6-8/45

M-509 GUIDE ASSEMBLY - BILL OF MATERIALS AND DETAIL VIEWS GDN-1-3-8/21

E-623 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 2 - VALVE 2 - 3/3 GDN-1-6-8/46

M-510 PUSHROD GUIDE ASSEMBLY - BILL OF MATERIAL AND DETAIL VIEWS GDN-1-3-8/22

E-624 RIO 2 TERMINAL BLOCK LAYOUT GDN-1-6-8/47

M-511 PUSHROD GUIDE ASSEMBLY - PIECE DETAILS GDN-1-3-8/23

E-625 RIO 2 PLC PANEL VIEW GDN-1-6-8/48

M-512 CONNECTING ROD ASSEMBLY - BILL OF MATERIAL AND DETAIL VIEWS GDN-1-3-8/24

E-631 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 3 - VALVE 3 - 1/3 GDN-1-6-8/49

M-513 GATE CONNECTION - BILL OF MATERIAL AND DETAIL VIEWS GDN-1-3-8/25

E-632 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 3 - VALVE 3 - 2/3 GDN-1-6-8/50

M-514 TRUNNION ASSEMBLY - BILL OF MATERIAL AND DETAIL VIEWS GDN-1-3-8/26

E-633 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 3 - VALVE 3 - 3/3 GDN-1-6-8/51

M-515 TRUNNION ASSEMBLY - PIECE DETAILS GDN-1-3-8/27

E-634 RIO 3 TERMINAL BLOCK LAYOUT GDN-1-6-8/52

M-516 GUIDE AND SEAL HOUSING - ASSEMBLY AND BILL OF MATERIALS GDN-1-3-8/28

E-635 RIO 3 PLC PANEL VIEW GDN-1-6-8/53

M-611 HYDRAULIC SYSTEM GDN-1-3-8/29

E-641 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 4 - VALVE 4 - 1/3 GDN-1-6-8/54

M-901 3D VIEWS GDN-1-3-8/30

E-642 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 4 - VALVE 4 - 2/3 GDN-1-6-8/55

E-643 SCHEMATIC DIAGRAM - RIO PANEL MACHINE ROOM 4 - VALVE 4 - 3/3 GDN-1-6-8/56

E-644 RIO 4 TERMINAL BLOCK LAYOUT GDN-1-6-8/57

E-645 RIO 4 PLC PANEL VIEW GDN-1-6-8/58

E-646 VALVE AND GATE INTERLOCKS GDN-1-6-8/59

US Army Corps of Engineers ®

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VOLUME 3

THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS GENERAL NOTES:

MIN

MB

MECH

MK

MSE

NAT

NC

NF

NO

NOM

NPS

NPT

NTS

OAL

OC

OD

OF

OL

OPP

OS

OSAY

O TO O

PC

PCF

PERF

PL

PLF

P/N

PRE-FAB

PSF

PSI

PSIG

PSPD

PT

PNT

PTFE

PVC

PVI

R, RAD

RH

REF

REINF

REQ'D

RO

RP

RT

STR

SB

SCH

SHT

SIM

STAG SPL

STD

STIR

STL

SF

SHLDR

SPS

SQ

SS

STA

STC

SYM

T & B

TBD

TF

TJ

TL

TO

TOC

TOF

TOS

TOW

TS

TYP

UNO

U/S

V

VBS

VC

VERT

W/

WL

WP

WS

WSE

WCJ

WWF

= MINIMUM

= MACHINE BOLT

= MECHANICAL

= MARK

= MECHANICALLY STABILIZED EARTH

= NATURAL

= NO CHAMFER

= NEAR FACE

= NUMBER

= NOMINAL

= NOMINAL PIPE SIZE

= NATIONAL PIPE THREAD

= NOT TO SCALE

= OVERALL LENGTH

= ON CENTER

= OUTSIDE DIAMETER

= OUTSIDE FACE

= OUTSIDE LAYER

= OPPOSITE

= OUTSIDE

= OUTSIDE STEM AND YOKE (VALVES)

= OUT TO OUT

= POINT OF CURVATURE

= POUNDS PER CUBIC FOOT

= PERFORATED

= PLATE

= POUNDS PER LINEAR FOOT

= PART NUMBER

= PREVIOUSLY FABRICATED

= POUNDS PER SQUARE FOOT

= POUNDS PER SQUARE INCH

= POUNDS PER SQUARE INCH, GAGE

= POST SORT POOL DRAIN

= POINT OF TANGENCY (CIVIL SHEETS)

= POINT

= POLYTETRAFLOUROETHYLENE (TEFLON)

= POLYVINYL CHLORIDE

= POINT OF VERTICAL INTERSECTION

= RADIUS

= ROUND HEAD

= REFERENCE

= REINFORCEMENT

= REQUIRED

= ROUGH OPENING

= RETAINER PLATE

= RIGHT

= STRUCTURAL

= STRUCTURAL BOLT

= SCHEDULE

= SHEET

= SIMILAR

= STAGGER SPLICE

= STANDARD

= STIRRUP

= STEEL

= SQUARE FOOT

= SHOULDER

= SPACES

= SQUARE

= STAINLESS STEEL

= STATION

= STEEL TROWELED CONCRETE

= SYMMETRICAL

= TOP AND BOTTOM

= TO BE DETERMINED

= TOP FACE

= TROWELED JOINT

= TOP LAYER

= TOP OF

= TOP OF CONCRETE

= TOP OF FOOTING

= TOP OF SLAB

= TOP OF WALL

= TUBULAR STEEL

= TYPICAL

= UNLESS NOTED OTHERWISE

= UPSTREAM

= VERTICAL

= VERTICAL BARRIER SCREEN

= VERTICAL CURVE

= VERTICAL

= WITH

= WATERLINE

= WORK POINT

= WATERSTOP

= WATER SURFACE ELEVATION

= WALL CONSTRUCTION JOINT

= ANCHOR

= ANCHOR BOLT

= ASPHALT CONCRETE

= APPROXIMATE

= ARCHITECTURAL

= AIR RELEASE VALVE

= ATTRACTION WATER SUPPLY

= BOLT CENTERS

= BOTTOM FACE

= BACK GOUGE

= BOLT HOLE CIRCLE

= BOTTOM LAYER

= BUILDING

= BEARING

= BACK TO BACK

= CHANNEL

= CENTER TO CENTER

= CONTRACTION/EXPANSION JOINT

= COUNTER CLOCKWISE

= CUBIC FEET

= CAST IRON

= CONSTRUCTION JOINT

= COMPLETE JOINT PENETRATION

= CENTERLINE

= CHLORINE

= CLEAR

= CONCRETE

= CONNECTION

= CONTINUOUS

= CONTRACTION JOINT

= CORRUGATED METAL PIPE

= COMPLETE PENETRATION

= CORROSION RESISTING STEEL

= CORNER SUPPORT PIECE

= COUNTERSINK

= CENTER TO CENTER

= COPPER

= DETAIL

= DRILL & GROUT

= DIAMETER

= DUCTILE IRON

= DUCTILE IRON PIPE

= DOWNSTREAM

= DRAWING

= DOWELS

= EACH

= EACH FACE

= EACH LAYER

= ELEVATION

= EXPANSION JOINT

= ENGINEER OF RECORD

= EQUALLY SPACED

= EACH WAY

= EXAMINATION

= EXISTING

= FLAT BAR

= FRACTURE CRITICAL MEMBER

= FLOOR DRAIN

= FAR FACE

= FINISH GRADE

= FLAT HEAD

= FLANGE

= FOOT, FEET

= FLAT WASHER

= FACILITY WATER SUPPLY

= GAUGE

= GRANULATED ACTIVATED CARBON

= GALVANIZED

= GATE VALVE

= HORIZONTAL

= HEAVY DUTY

= HOLLOW METAL

= HOLLOW STRUCTURAL SECTION/SHAPE

= HORIZONTAL

= INSIDE DIAMETER

= INVERT ELEVATION

= INSIDE FACE

= INSIDE LAYER

= INCH, INCHES

= INFORMATION

= INSIDE

= ISOLATION JOINT

= INDEPENDENT WIRE ROPE CORE

= JUVENILE FISH RETURN

= JOINT

= KIPS PER SQUARE INCH

= ANGLE

= POUNDS FORCE

= LINEAR FEET

= LONG

= LEFT

ANCH

AB

AC

APPROX

ARCH

ARV

AWS

BC

BF

BG

BHC

BL

BLDG

BRG

B TO B

C

C TO C

C/E JT

CCW

CF

CI

CJ

CJP

CL

CL2

CLR

CONC

CONN

CONT

CONT JT

CMP

CP

CRES

CSP

CSK

CTC

CU

DET

D&G

DIA, ∅

DI

DIP

D/S

DWG

DWL'S

EA

EF

EL

ELEV

EJ

EOR

EQ SP

EW

EXAM

EXIST

FB

FCM

FD

FF

FG

FH

FLG

FT

FW

FWS

GA

GAC

GALV

GV

H

HD

HM

HSS

HOR

ID

IE

IF

IL

IN

INFO

IS

ISO JT

IWRC

JFR

JT

KSI

L

LBF

LF

LG

LT

LTH

LONG

LP

MAX

DEMOLITION/ FIELD WORK:

= WELDED WIRE FABRIC

= LENGTH

= LONGITUDINAL

= LOW POINT

= MAXIMUM

NO. VALVES = 4

QUANTITIES:

BTWN = BETWEEN

CBORE = COUNTERBORE

CG = CENTER OF GRAVITY

CW = COUNTER WEIGHT, CLOCKWISE

DIA = DUCTILE IRON

FRP = FIBER REINFORCED POLYMER

OVS = OVERSIZED

PE

PJP

= POLYETHYLENE

= PARTIAL JOINT PENETRATION WELD

W = WIDE

UHMW = ULTRA HIGH MOLECULAR WEIGHT

TM = TENSION MEMBER

SPEC = SPECIFICATION

1. THE CONTRACT DRAWINGS SHOW THE BASIC DESIGN OF THE TAINTER VALVE

SYSTEMS. THE CONTRACTOR SHALL CAREFULLY AND COMPLETELY REVIEW THE

CONTRACT DRAWINGS DURING PREPARATION OF THE SHOP DRAWINGS AND WORK

PLANS. ALL DEFICIENCIES, INACCURACIES, OMISSIONS AND PROBLEMS RELATED TO

FABRICATION AND INSTALLATION SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO

MINIMIZE SCHEDULE DELAYS.

2. PRIOR TO START OF FABRICATION, PERFORM VALVE PIT SURVEYS AND SUBMIT AN

INSTALLATION AND ALIGNMENT PLAN PER SPECIFICATIONS SECTION 01 91 00.00 28.

3. A COMPLETE AND THROUGHLY DETAILED SET OF SHOP DRAWINGS SHALL BE

SUBMITTED FOR APPROVAL. THE SHOP DRAWINGS SHALL HAVE ALL THE

NECESSARY DETAIL REQUIRED FOR FABRICATION TO INCLUDE BUT NOT BE LIMITED

TO MATERIAL IDENTIFICATION, IDENTIFICATION OF ALL FINISHED SURFACES,

MATERIAL ALLOWANCE FOR MACHINING, WELD PREPARATION, WELDING

PROCEDURE, METHOD OF CUTTING MATERIAL, CALCULATED WEIGHTS, CALLOUT OF

COMPONENTS AND NONDESTRUCTIVE EXAMINATION SYMBOLS. SEE

SPECIFICATIONS FOR ALL REQUIRED INFORMATION.

4. UNO, DIMENSIONS ON ALL DRAWINGS ARE FINISHED DIMENSIONS. THE

CONTRACTOR SHALL PROVIDE SUFFICENT MATERIAL TO ALLOW FOR REQUIRED

MACHINING. VERIFY ALL REQUIRED DIMENSIONS CONSIDERING AS-ROLLED

DIMENSIONAL VARIATIONS OF SHAPES AND PIPES, FABRICATION TOLERANCE

STACKUPS, WARPAGE, THERMAL DISTORTION, ETC.

5. REMOVE AND REPLACE THE CROSSHEAD BEARING GROUT. ALL CROSSHEAD AND

PUSH ROD GUIDE ANCHORS SHALL BE PULL TESTED IN ACCORDANCE WITH THE

CONTRACT SPECIFICATIONS.

1. TAINTER VALVE AND VALVE HOIST MACHINERY - REFER TO INFORMATION

DRAWINGS AND DEMOLITION SHEETS. DEMOLITION INCLUDES ALL LIFTING EYE PINS,

TRUNNION PINS, KEEPER PLATES, BOLTS AND APPURTENANCES.

2. GREASE LINES - REFER TO INFORMATION DRAWINGS AND DEMOLITION SHEETS.

DISCONNECT AND REMOVE ALL EXISTING GREASE LINES, BRACKETS, MANIFOLDS,

HOSES, AND PUMPS.

3. THE CONTRACTOR IS REQUIRED TO PERFORM A DETAILED SURVEY OF EXISTING

CULVERT AND SHAFT, TRUNNION, VALVE, LIFTING EYE, CROSS HEAD AND PUSH

RODS AND ANCHORS. PROVIDE A DETAILED REPORT TO THE CONTRACTING OFFICE

REPRESENTATIVE/ENGINEER PRIOR TO FABRICATION. SEE SPECIFICATIONS.

4. THE CONTRACTOR SHALL INSPECT AND REPAIR THE EXISTING EMBEDDED

STAINLESS STEEL CLAD CULVERT AND SHAFT VALVE SEALING SURFACES. SEE

SPECIFICATION SECTION 05 50 03.00 28.

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VOLUME 3

NEW ITEMS

EXISTING ITEMS

CENTERLINE

NEW CONCRETE

EXISTING CONCRETE

GROUT

STEEL

ALUMINUM

ELASTOMERIC BEARING

PADS, FRP, AND UHMW-PE

RUBBER

BAR GRATING

LEGEND

FLOW

S N A K E R I V E R

CONTRACTOR STAGING AREA

SITE ACCESS

CONTRACTOR STAGING AREA

NAVLOCK CENTERLINE

CBL

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VOLUME 3

1" = 100'-0" A1

PROJECT OVERVIEW

GENERAL NOTES

1. COORDINATES BASED ON CONSTRUCTION BASE LINE (CBL.)

2. STAGING AREA TO BE COORDINATED WITH COR.

PLAN NORTH

0 50' 100' 200'

SB SBSBSBSBSBSBSB

A1

A12

LAND SIDE

RIVER SIDE

TAINTER VALVE SHAFT #3

MONOLITH 5

TAINTER VALVE SHAFT #4

MONOLITH 6

(SIMILAR TO TV SHAFT #3,

OPPOSITE HAND)

NAVIGATION LOCK CENTERLINE

CONSTRUCTION BASELINE (CBL)

TAINTER VALVE SHAFT #1

TAINTER VALVE SHAFT #2

MONOLITH 29

A1

G-301

A13

G-301

TAINTER VALVE

SHAFT #2

TAINTER VALVE

SHAFT #1

MONOLITH 29

EL 746.0

A7

G-301

TAINTER VALVE SHAFT #3

(TAINTER VALVE SHAFT #4

SIMILAR, OPPOSITE HAND)

MONOLITH 5

EL 752.0

(MONOLITH 6 SIMILAR, OPPOSITE HAND)

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VOLUME 3

1" = 60'-0" G1

PLAN - NAVIGATION LOCK

1/8" = 1'-0" A1

ENLARGED PLAN - DRAIN VALVES

1/8" = 1'-0"

A12

ENLARGED PLAN - FILL VALVES

0 30' 60' 120'

0 4' 8' 16' 0 4' 8' 16'

PLAN NORTH

LEGEND

EXISTING ITEMS

NEW ITEMS

18' - 6"

24' - 0"

20' - 6"

21' - 0 1/8"

746' - 0"

732' - 6"

720' - 8"

SEE STRUCTURAL

SHEETS FOR DETAILS

SEE MECHANICAL

SHEETS FOR DETAILS

SEE MECHANICAL

SHEETS FOR DETAILS

SEE STRUCTURAL

SHEETS FOR DETAILS

SEE MECHANICAL

SHEETS FOR DETAILS

SEE MECHANICAL

SHEETS FOR DETAILS

REMOVE GROUT AND PULL TEST EXISTING

EMBEDDED CONCRETE ANCHORS AT ALL

WALL-MOUNTED BRACKETS FOR THE

PUSHRODS AND GUIDE ASSEMBLY PER

SPECIFICATIONS SECTION 03 30 53.00 28.

21' - 0 7/8"

20' - 6"

18' - 6"

752' - 0"

738' - 0"

727' - 0"

707' - 6"

592' - 0"

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VOLUME 3

1" = 10'-0" A1

LONGITUDINAL SECTION - DRAIN VALVE

SHAFTS

1" = 10'-0" A13

TYPICAL TRANSVERSE SECTION - VALVE

SHAFTS

1" = 10'-0" A7

LONGITUDINAL SECTION - FILL VALVE

SHAFTS

0 5' 10' 20' 0 5' 10' 20' 0 5' 10' 20'

REF

G-102

REF

G-102

REF

G-102

LEGEND

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VOLUME 3

A B

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S

1. ALL STRUCTURAL STEEL WORK ON S-SERIES DRAWING SHEETS MUST

CONFORM TO AWS D1.5 BRIDGE WELDING CODE, AND SPECIFICATIONS 05 59

13.00 28 FABRICATION OF HYDRAULIC STEEL STRUCTURES, UNO.

2. THE CONTRACTOR IS RESPONSIBLE FOR PLANNING THE FABRICATION

SEQUENCE, MEANS AND METHODS. CAREFUL PLANNING OF THE

FABRICATION SEQUENCE WILL BE NEEDED TO MEET THE REQUIREMENTS OF

THE DESIGN.

3. THE TAINTER VALVES ARE SUBJECT TO EXTREME CYCLIC LOADING. RE-

ENTRANT CORNERS, COPES, HOLES AND WELDS HAVE BEEN DETAILED TO

OPTIMIZE FATIGUE SERVICE LIFE, AND MUST BE EXECUTED IN STRICT

ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS.

4. IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND

REFERENCED INDUSTRY STANDARDS (SUCH AS AWS D1.5) THE COR WILL

MAKE A DETERMINATION AS NEEDED.

5. ALL DIMENSIONS SHOWN ON THE DRAWINGS, INCLUDING CONTROL

DIMENSIONS, ARE FINAL, INSTALLED DIMENSIONS.

6. PRIMARY CONTROL LINES ARE DEFINED AS FOLLOWS:

• LINE A IS THE AXIS OF ROTATION OF THE VALVE AT TRUNNION HUBS

AND PINS.

• LINE B IS THE CENTERLINE OF THE VALVE ORIENTED PERPENDICULAR

TO LINE A.

• LINE C IS THE PLUMB LINE INTERSECTING LINE A AND B.

• LINE D IS THE AXIS OF ROTATION OF THE VALVE LIFTING ASSEMBLY PIN

AND PARALLEL TO LINE A.

GENERAL NOTES

DESIGN STANDARDS:

1. EM 1110-2-2107 "DESIGN OF HYDRAULIC STEEL STRUCTURES" 01 AUG 2022.

2. EM 1110-2-1610 "HYDRAULIC DESIGN OF LOCK CULVERT VALVES" 30 SEPT

2018.

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL DESIGN

MANUAL, 15TH EDITION.

DESIGN LOADS:

1. MAX LOCK OPERATING LIFT, 106 FT.

2. MAX STATIC HEAD, 154 FT.

3. MAX HOIST LOAD, 200 KIP.

MATERIALS

1. AN ASSEMBLY AND FABRICATION SEQUENCE PLAN IS REQUIRED AND MUST

BE APPROVED BY A WELDING ENGINEER. SEE SPECIFICATIONS 05 59 13.00 28.

2. FRACTURE CRITICAL MEMBERS MUST BE FABRICATED IN ACCORDANCE WITH

AWS D1.5 BRIDGE WELDING CODE AND SPECIFICATIONS 05 59 13.00 28. FCM

ARE IDENTIFIED ON THE DRAWINGS.

3. SPLICES ARE PROHIBITED EXCEPT AS SHOWN ON THE CONTRACT

DRAWINGS. SEE SPECIFICATION 05 59 13.00 28 FOR CONTRACTOR

PROPOSED SPLICES IF NEEDED FOR CONSTRUCTABILITY.

4. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL MUST BE SUBMITTED AND

APPROVED PRIOR TO ANY STEEL FABRICATION. ALL VARIATIONS, INCLUDING

SPLICES, MUST BE CLOUDED ON THE DRAWINGS AND SUBMITTED FOR

APPROVAL BY THE COR.

5. HIGH STRENGTH BOLTED CONNECTIONS MUST COMPLY WITH THE

REQUIREMENTS OF ANSI/AISC 360-16, RCSC AND SPECIFICATIONS SECTION

05 59 13.00 28.

6. PROVIDE WELD ACCESS HOLES AND COPES AS SHOWN. SEE SPECIFICATION

05 59 13.00 28 FOR FABRICATOR-PROPOSED CHANGES TO WELD ACCESS

HOLE SIZE AND LOCATIONS.

7. THE TERM "OPEN ROOT CJP" IS USED IN THESE DRAWINGS TO REFER TO CJP

WELDS THAT ARE MADE FROM ONE SIDE WITHOUT FUSED BACKING OR BACK

GOUGING. SEE SPECIFICATION 05 59 13.00 28 FOR REQUIREMENTS.

8. ALL WELDED JOINTS MUST BE WRAPPED AND SEAL WELDED. ALL CJP BUTT

JOINTS MUST BE GROUND FLUSH AND SMOOTH, INCLUDING ACCESSIBLE

PORTIONS OF OPEN ROOT CJP WELDS, UNO.

9. ALL CJP WELDS MUST BE DOUBLE J-GROOVE OR DOUBLE U-GROOVE TO

MINIMIZE DISTORTION, UNLESS ACCESS IS LIMITED, IN WHICH CASE USE

OPEN ROOT WELDS WITH SINGLE J-GROOVE OR SINGLE U-GROOVE.

10. THE MAXIMUM SURFACE ROUGHNESS OF RADIUSED REENTRANT CORNERS,

INCLUDING COPES AND WELDS AT COPES, IS 125 MICRO INCHES.

11. ALL SQUARE EDGES, INCLUDING EDGES OF COPES, RE-ENTRANT CORNERS

AND BOLT HOLES, MUST BE GROUND TO A RADIUS OF 1/16" PRIOR TO

PAINTING, UNO.

12. SPECIFIED RADII AT RE-ENTRANT CORNERS SHOWN ON DRAWINGS ARE

TANGENT TO BOTH ADJACENT STRAIGHT EDGES UNO.

13. ALL INTERNAL SURFACES OF VALVE CAVITIES MUST BE PAINTED. SEQUENCE

THE WORK SO THAT PAINT CAN BE APPLIED PRIOR TO FINAL CLOSURE OF

CAVITIES. PAINT INTERIOR SURFACES OF COMPLETED VALVE ARMS PRIOR

TO JOINING TO RADIAL SKIN PLATE. PAINT INTERIOR SURFACES OF RADIAL

SKIN PLATE AND ATTACHED HORIZONTAL FRAMING AND VERTICAL

STIFFENERS AFTER JOINING TO ARMS AND PRIOR TO INSTALLATION OF FINAL

CLOSURE PLATES.

14. THERMALLY STRESS RELIEVE EACH TRUNNION BASE WELDMENT AND EACH

HUB SUBASSEMBLY WELDMENT CONSISTING OF THE HUB, THE HUB GUSSET

PLATE AND THE 2" THICK STIFFENERS PRIOR TO JOINING TO OTHER

TRUNNION ARM MEMBERS. THERMAL STRESS RELIEF MUST CONFORM TO

AWS D1.5.

15. WELDS NOT INDICATED MUST BE CJP, GROUND FLUSH, AND CLOUDED ON

THE SHOP DRAWINGS FOR APPROVAL BY THE COR.

WELDING AND FABRICATION

COATINGS

1. COATINGS:

THE FOLLOWING FINISHED COATINGS APPLY TO ALL STEEL SURFACES UNO.

SEE SPECIFICATIONS FOR FURTHER INFORMATION:

A. STAINLESS STEEL: NO COATING. IF WELDED TO CARBON STEEL,

PROVIDE SAME COATING AS CARBON STEEL, PART B, UNO.

B. CARBON STEEL:

a. SEE MECHANICAL DRAWINGS FOR FINISHES OF MACHINERY OR

OTHER ITEMS SHOWN ON MECHANICAL DRAWINGS.

b. CARBON STEEL SURFACES THAT WILL BE IN CONTACT WITH

FLOWING OR STANDING WATER AT ANY TIME, PAINT SYSTEM 5-E-Z,

COLOR GRAY.

c. CARBON STEEL SURFACES THAT WILL NOT BE IN CONTACT WITH

FLOWING OR STANDING WATER AT ANY TIME (THIS CATEGORY

INCLUDES ATMOSPHERIC OR INTERIOR EXPOSURE): PAINT SYSTEM

5-E-Z, COLOR GRAY.

d. CARBON STEEL EMBEDS: PAINT SYSTEM 5-E-Z, COLOR GRAY.

SURFACES IN CONTACT WITH THE CONCRETE SHALL BE NON

COATED STEEL. SURFACES TO BE FIELD WELDED MAY BE FIELD

COATED AFTER WELDING IS COMPLETE.

STRUCTURAL DESIGN CRITERIA

1. FRACTURE CRITICAL TENSION MEMBERS: ASTM A709 GRADE 50F, ZONE 2,

UNO.

2. ALL NON FRACTURE CRITICAL MEMBERS, REGARDLESS OF TENSION OR

COMPRESSION: ASTM A709, GRADE 50T, ZONE 2, UNO.

3. PLATES WITH THICKNESS 1 INCH OR GREATER MUST HAVE LOW SULFUR

CONTENT (0.01% MAX), IMPROVED THROUGH-THICKNESS TENSILE

PROPERTIES PER ASTM A770, AND BE ULTRASONICALLY TESTED PER ASTM

A435 FOR LAMINATION DEFECTS.

4. MISCELLANEOUS MATERIAL REQUIREMENTS UNO:

• STRUCTURAL HSS SHAPES: ASTM A1085 GRADE A (50KSI), ABS.MIN CVN

OF 25 FT-LB AT 40 DEGREES FAHRENHEIT.

• STRUCTURAL ROUND HSS: ASTM A1085 GRADE A (50KSI), ABS.MIN CVN

OF 25 FT-LB AT 40 DEGREES FAHRENHEIT.

• STANDARD PIPE: ASTM A53 GRADE B OR A501 (35 KSI)

• ALUMINUM, PLATES AND SHAPES: 6061-T6

• ALUMINUM BAR GRATING: 6063-T6

• SS/CRES* PLATES AND SHAPES: ASTM A276, TYPE 410-S UNO

• HIGH STRENGTH BOLTS: F3125 GRADE A325 UNO

• WELDING ELECTRODES: MATCHING BASE METAL PER AWS, UNO

NOTE: CRES AND SS ARE USED SYNONYMOUSLY FOR THIS PROJECT. SEE

SPECIFICATIONS FOR ADD'L MATERIAL REQUIREMENTS.

SEE MECHANICAL SHEETS FOR ALL

NEW FEATURES ABOVE LIFTING EYES

CENTERLINE TRUNNION

C E

N T

E R

L

IN

E T

R U

N N

IO

N

BOTTOM OF CULVERT

TOP OF CULVERT

FLOW

REMOVE VALVE BODY

REMOVE ALL TRUNNION

COMPONENTS THAT ARE NOT

EMBEDDED IN CONCRETE

EL 592.0 ALL VALVES

TRUNNION ANCHOR ACCESS

REMOVE GROUT AND PULL TEST EXISTING EMBEDDED

CONCRETE ANCHORS AT ALL WALL-MOUNTED BRACKETS

FOR THE PUSHRODS AND GUIDE ASSEMBLY PER

SPECIFICATIONS SECTION 03 30 53.00 28.

US Army Corps of Engineers ®

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VOLUME 3

1/2" = 1'-0"A1

DEMO SECTION - VALVE BODY AND TRUNNION

NOTES:

1. DRY WEIGHT OF VALVE BODY IS APPROXIMATELY 25 TONS.

0 1' 2' 4'

CENTERLINE TRUNNION

C E

N T

E R

L

IN

E T

R U

N N

IO

N

BULLNOSE

FLOW

19' - 7 7/8" +/- 1/32" TO BULLNOSE, VIF

SEE MECHANICAL SHEETS FOR ALL

NEW FEATURES ABOVE LIFTING EYES

BOTTOM OF CULVERT

TOP OF CULVERT

TRUNNION ANCHOR ACCESS

REPAIR CULVERT LINER SEALING

SURFACES AT BOTTOM, SIDES AND

BULLNOSE AS NEEDED, SEE NOTE 2

REPAIR CULVERT LINER SEALING

SURFACES AT BOTTOM, SIDES AND

BULLNOSE AS NEEDED, SEE NOTE 2

EL 592.0 ALL VALVES

S-402

A1

S-512

A1

US Army Corps of Engineers ®

SHEET ID

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VOLUME 3

1/2" = 1'-0"A1

SECTION - VALVE BODY AND TRUNNION

NOTES:

1. PRIOR TO FABRICATION SURVEY CULVERT, SHAFT AND TRUNNION ANCHORS.

SEE SPECIFICATIONS 02 21 00.01 28.

2. PRIOR TO INSTALLATION INSPECT AND REPAIR THE EXISTING CRES EMBEDDED

CULVERT LINERS, SEE SPECIFICATIONS 05 50 03.00 28.

3. DRY WEIGHT OF VALVE BODY IS APPROXIMATELY 60,500 POUNDS. SEE

SPECIFICATIONS 05 59 13.00 28 FOR WEIGHING AND LABELING REQUIREMENTS.

0 1' 2' 4'

B

C

D

E

F

G

H

SHEET ID

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

SI

ZE

IS

SU

E D

AT

E:

SO

LI

C

IT

AT

IO

N N

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1 2 3 4

J

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

C O

N

TR

AC

T

N O

D

ES

IG

N

ED

B

Y:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

SU

BM

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D B

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P

N

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A

U .S

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C O

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VOLUME 3

S-401

FI

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N O

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D N

-1 -5

-8 /1

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L O

C K

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AK

E R

IV

ER

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EG

O

N , W

AS

H

IN

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TO

N

A N

D

ID

AH

O

LO

W

ER

G

R

AN

IT

E

LO

C

K

AN

D D

AM

W

2E F2

4R

AN

SI

D

M

AY

W

XX

XX

X-

XX

-X

-X

XX

W

AL

LA

W

AL

LA

, W

AS

H

IN

G

TO

N

N

R

D A

VE

W

AL

LA

W

AL

LA

D

IS

TR

IC

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JU

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III

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IN

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YS

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US Army Corps of Engineers

H1 SCALE:

DOWNSTREAM ISOMETRIC

NTS

A3 SCALE:

UPSTREAM ISOMETRIC

NTS A12 SCALE:

UPSTREAM ISOMETRIC

NTS

NOTE: SKIN AND CLOSURE PLATES NOT SHOWN

NOTE: SKIN AND CLOSURE PLATES NOT SHOWN

IS

O

M

ET

R

IC

V

IE

W S

TA

IN

TE

R

V

AL

VE

B

O D

Y

PAINT VALVE LABEL

CENTERED ON

DOWNSTREAM FACE,

SEE SPECIFICATIONS

S-502 A13

S-502 G15

PAINT VALVE LABEL

CENTERED ON UPSTREAM

FACE (NOT SHOWN,)

SEE SPECIFICATIONS

H10 SCALE:

DOWNSTREAM ISOMETRIC

NTS

C

D

E

F

G

H

SHEET ID

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

SI

ZE

IS

SU

E D

AT

E:

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4

J

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

C O

N

TR

AC

T

N O

D

ES

IG

N

ED

B

Y:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

SU

BM

IT

TE

D B

Y:

P

N

M

L

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A

U .S

. A R

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C O

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VOLUME 3

S-402

FI

LE

N O

G

D N

-1 -5

-8

2 1/2" GUSSET PLATE (FCM)

5/8" PLATE,

CLOSURE

PLATE (FCM)

5/8" FLANGE PLATE

TAPERED (FCM)

5/8" FLANGE PLATE

TAPERED (FCM)

FLOW

2'-3"

C

B

7/8" D/S SKIN PLATE (FCM)

CL VALVE AND TRUNNION

8' -1

/4

1/

" C

T O

C L

IF

TI

N G

E

YE

T O

H U

B

16'-11 7/16" 1/16" C TO C LIFTING EYE TO HUB

3/4" WEB PLATES (BEYOND)(FCM)

7/8" D/S SKIN PLATE

(FCM)

2 1/2" GUSSET PLATE (FCM)

0.03 A

HUB ASTM A668 CLASS D OR

ASTM A106 GRADE C (FCM)

1'-3 1/2" NOMINAL ID, LINE BORE FOR FN2 FIT W/ BUSHING

1'-8 1/2"

1'-1 3/16"

2" ARM PLATE (CONT)(FCM)

0.03 A

3' -6

1/

2' -5

/2

1/

.0

FI

N

AL

N

AV

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A N

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AH

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LO

W

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AN

IT

E

LO

C

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AN

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AM

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2E F2

4R

AN

SI

D

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AY

W

XX

XX

X-

XX

-X

-X

XX

W

AL

LA

W

AL

LA

, W

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W

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US Army Corps of Engineers

JU

LI

O M

O R

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O

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III

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TA

IN

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M

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P.

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B.

M

AS

O

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EL

EV

AT

IO

N A

N D

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TI

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IN

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AL

VE

B O

D Y

0.06 A

0.03 A

CL ARM

CL STIFFENERS

CL LIFTING CLEVISES

CL TRUNNION

CL VALVE

CL VALVE AND TRUNNION

CL VALVE

20°

+0 .0

-0 .0

+0 .0

-0 .0

+0 .0

-0 .0

0 4' 0"2' 0"1' 0"

0 4' 0"2' 0"1' 0"

.0

B

SYMMETRIC ABOUT CENTERLINE

2' -7

S-502 E5

K1

SPREADER PIPE, SEE

NOTES 1, 2, &3

NOTES

1. SPREADER PIPE IS DESIGNED ONLY FOR LIFTING

THE VALVE AND IS NOT FOR ARM ALIGNMENT

2. ALIGNMENT OF THE VALVE ARMS MUST BE

VERIFIED WITH THE SPREADER PIPE REMOVED.

3. REMOVE SPREADER PIPE AND HAND OVER TO

GOV'T AFTER INSTALLATION OF THE VALVE AND

BEFORE FINAL COMMISSIONING.

SEE NOTE 2

.0

A

19'-6" D/S FACE OF SKIN PLATE

0.

A

4'-4 5/8"8 13/16"

HALF ROUND

HSS 12.75 X 0.625 (FCM)

5/8" X 12" FLANGE PLATE (FCM)

HALF ROUND

HSS 12.75 X 0.625 (FCM)

K1 SCALE:

SECTION - TAINTER VALVE

3/4" = 1'-0"

A5 SCALE:

SIDE ELEVATION - TAINTER VALVE

3/4" = 1'-0"

8" 1'

-5

1' -5

17'-11 3/16"

5/8" PLATE,

CLOSURE

PLATE (FCM)

2 1/2" GUSSET PLATE (FCM)

ARM CLOSURE

PLATE STIFFENER

C

D

E

F

G

H

SHEET ID

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

SI

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SU

E D

AT

E:

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4

J

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

C O

N

TR

AC

T

N O

D

ES

IG

N

ED

B

Y:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

SU

BM

IT

TE

D B

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P

N

M

L

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A

U .S

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C O

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VOLUME 3

S-403

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O

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AS

H

IN

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TO

N

A N

D

ID

AH

O

LO

W

ER

G

R

AN

IT

E

LO

C

K

AN

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AM

W

2E F2

4R

AN

SI

D

M

AY

W

XX

XX

X-

XX

-X

-X

XX

W

AL

LA

W

AL

LA

, W

AS

H

IN

G

TO

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N

R

D A

VE

W

AL

LA

W

AL

LA

D

IS

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TA

IN

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US Army Corps of Engineers

A1 SCALE:

ELEVATION - UPSTREAM VIEW

1" = 1'-0"

1" PLATE

1/2" CLOSURE ASSEMBLY,

SEE DETAIL A3/S-504 (TYP)

WT12X51.5 (TM, TYP)

3/4" FORMED PLATE

SS SEAL KEEPER PLATE

A8 SCALE:

SECTION - AT ARM

1'=1'-0" A12 SCALE:

SECTION - AT STIFFENER

1" = 1'-0"0 2' 0"1' 0" 6" 0 2' 0"1' 0" 6" 0 2' 0"1' 0" 6"

CL TRUNNION CL TRUNNION

CJP OR

CONT PLATE

CJP FLANGE

SKIN PLATE (TYP)

HUB (FCM)

2 1/2" GUSSET

PLATE (FCM)

MACHINE EDGE,

SEE DETAIL A15/S-505

1" X 2" BAR

SS SEAL FOUNDATION

BAR BEYOND

CJP, OPEN ROOT

A

SYMMETRICAL ABOUT CL

CL VALVE

5'-4 1/2"

A

C

LIFTING HEAD ASSEMBLY, (FCM)

SEE SHEET S-505

2 1/2" LIFTING CLEVIS PLATE (FCM)

1" X 11 3/8" STEM

3/4" FORMED PLATE

1" X 6 5/8"

FLANGE (TM)

1" X 11 3/8" STEM

CL STEM RADIAL

TO HUB (TYP)

1'-1 3/4"

CL STEM RADIAL

TO HUB (TYP)

1" X 8 1/2"

FLANGE (TM)

5/16

WT12X51.5 TO

1" PLATE (TYP)

5/16 TYP

(1/4) 3/8

(1/4) 3/8

TYP

2" ARM PLATE, (FCM)

(CONTINUOUS)

R1'-3 1/2"

CL TRUNNION

R2 1/4" (TYP)

R1'-5 5/16"

1'-0" (TYP)

R1 1/2"

(TYP)

CJP

CJP, OPEN ROOT

1/2" STIFFENER PLATE

(4 PLACES)

17'-1 3/16"

U

PS

TR

EA

M E

LE

VA

TI

O

N A

N D

S

EC

TI

O

N S

TA

IN

TE

R

V

AL

VE

B

O D

Y

A8

A16

R1"

R2'-0"

A16 SCALE:

SECTION - AT LIFTING EYE ASSEMBLY

1"=1'-0" 0 2' 0"1' 0" 6"

7/8" SKIN PLATE

(FCM)

R3"

SEE F1/S-503 FOR

SEAL ASSEMBLY

AND WELDS

1/2" STIFFENER (TYP)

1/2" STIFFENER (TYP)

R3" (TYP)

1" PLATE (CONT)

5/16 TYP

5/16 TYP

5/16 TYP

CJP

A12

CJP FLANGE TO

FLANGE (TYP)

1 3/4" GAP (TYP)

1" PLATE,

SEE DETAIL

G11/S-503

S-503 A11

S-504 A3

CJP

(TYP)

5.

5.

5.

5.

5.63° 5.63°

5.63°

5.63°

BBB

PAINTED VALVE LABEL,

CENTERED ON UPSTREAM

FACE (NOT SHOWN), SEE

SPECIFICATIONS

3" DIA. SEAL BOLT

ACCESS HOLE

8 @ 1'11" = 15' -4"

G11 S-503

18'-6 5/8" TO ARM WP

18' 9" TO ARM WP

18" 6 5/8" TO ARM WP

20' 1 1/4" TO ARM WP

20' 1 1/4" TO ARM WP

.5

11.5°

F1 S-503

1 1/2" (TYP)

(1/4) 3/8

(1/4) 3/8

TYP, 2 1/2" PL TO

SKIN PL

5/16

TYP, 1" STEM TO

2 1/2" PL

(1/4) 3/8

(1/4) 3/8

TYP, 1" FLANGE

TO 2 1/2" PL

CJP, 3:1

TRANSITION

5/16 TYP

1/2" X 7" X 4" CLOSURE

MOUNTING PLATE (TYP)

5/16 5/16

TYP, 1" PL

TO SKIN PL

3/8

3/8TYP

18' 3/4" TO ARM WP

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A11 SCALE:

DETAIL - HUB STIFFENERS (TYP)

1" = 1'-0" A17 SCALE:

SECTION - CJP WELD AT HUB (TYP)

3" = 1'-0"

NOTE: 8 REQUIRED

F1 SCALE:

DETAIL - HUB

1" = 1'-0"

NOTE: SYMMETRIC ABOUT HORIZONTAL CENTERLINE.

GENERAL NOTES

1. REMOVE 3/4" OF WELD TERMINATION BY BORING TO DIAMETER SHOWN.

2. AFTER WELDING 2 1/2" GUSSET PLATE AND 2" STIFFENERS TO HUB,

THERMALLY STRESS RELIEVE THE ENTIRE SUB-ASSEMBLY.

3. HOT-DIP GALVANIZE PIPE ASSEMBLY AFTER WELDING, DRILLING AND

TAPPING.

4. ADJUST THE OVERALL LENGTH OF THE SPREADER PIPE SO

THAT INSTALLATION OR REMOVAL OF THE SPREADER PIPE

ASSEMBLY DOES NOT CHANGE THE DISTANCE BETWEEN

THE VALVE ARMS

5. PROVIDE SUFFICIENT WELD REINFORCEMENT TO MACHINE

JOINT RE-ENTRANT CORNERS TO A MINIMUM 1" RADIUS.

6. 80 KSI MIN YIELD STRENGTH, ASTM A668 CLASS K S4 OR AS

OTHERWISE APPROVED FOR WELDABILITY AND

COMPATIBILITY WITH HIGH STRENGTH BOLT. TAP FOR FULL

ENGAGEMENT OF BOLT THREADS.

NOTE: MACHINE AFTER THERMAL STRESS RELIEF

0 2' 0"1' 0" 6" 3/

4"

0 1'-0"6"3"0 2' 0"1' 0" 6"

SEE NOTE 5

R1"

3/

8"

3/ 8"

CL

SYMMETRIC

ABOUT

CL ARM

3/4" WEB TRIM FOR CJP WELD

TO 2 1/2" GUSSET PLATE

CJP

2 1/2" PLATE (FCM)

2" ARM PLATE (FCM)

R2" (TYP)

CL HUB

CL HUB

STIFFENERS

FLANGES CUT AWAY

FOR CLARITY

4'-8"

CJP W/ 3:1 TRANSITION (TYP) C

2 1/2" GUSSET

PLATE (FCM)

3 3/4"

PROVIDE EXTRA MAT'L

THEN GRIND RADIUS

TANGENT TO ADJUSTED

PLATES AFTER WELDING

(TYP)

2"

CL ARM

HUB (FCM)

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CL FLANGE & WEB

0 1'-0"6"3"

PROVIDE EXTRA

MATERIAL AND TRIM

TANGENT AND FLUSH

AFTER WELDING (TYP)

7/16" X 5" DIA

ELASTOMERIC

WASHERS

3 1/4" O.D. X 3 1/2" LONG FRP BUSHING

WITH 1/8" WALL THICKNESS

RC9 FIT WITH 2 1/2" PLATE

PJP

Ø3" x 3 1/2" LONG CYLINDER, HOT-DIP GALVANIZED, RC9 FIT WITH FRP BUSHING AND BOLT

1 1/2 DIA X 8 LG A325 BOLT,

GALV.

1/2" X 5" DIA PLATE, GALV.

3/4" PLATE

4 1/4"

3" DIA CYLINDER, HIGH

STRENGTH STEEL, NOTES 3 & 6

(5/16) PJP

5/16 PJP HSS 10 X 0.625

SEE NOTE 3 & 4

3:1 TRANSITION

2 1/2" PLATE (FCM)

CJP WEB TO 2" &

2 1/2" PLATES

2" PLATE (FCM)

1/2"

8"

2'-1"

8"

6 1/2"

6" 6"

R1"

3:1 SLOPE

0 1'-0"6"3"

3"

2'-3"

6.0°

6.0°

6" 6"

8 5/16"

WP FOR

ARM GEOMETRY

1'-11"

A11

A1

A17

A17

F11

7" I.

D

CJP

TYP

1/

2"

1 1/8" THK X Ø16" OD

FLANGE PLATES, 4X TYP

1"-8 UNC X 3" L A325

HDG (ALL) 8X TYP PER FLG

4'-0 3/8" 1'-4 1/8"1'-4 1/8"

6'-9 1/2"

2" DIA.

SEE NOTE 1

R1/2"

STRESS RELIEF REQ.

SEE NOTE 2

CJP

R1-2 3/4"

R2 1/2" (TYP)

5"

8 1/2"

5.5°

2.5°

G

G

(1/4) (1/4)

G (5/16)

(5/16) G

F11 SCALE:

DETAIL: SPREADER PIPE

3" = 1'-0"

A1 SCALE:

DETAIL - ARM FRAMING

3" = 1'-0"

R2"

PROVIDE EXTRA MAT'L

THEN GRIND RADIUS

TANGENT TO ADJUSTED

PLATES AFTER WELDING

(TYP)

1'-10 1/2"

2 1/2" PL

CJP

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US Army Corps of Engineers

NOTE: SHOWN WITH ARM WRAPPER/FLANGE PLATES

0 16' 0"8' 0"4' 0"

G15 SCALE:

DETAIL - ISOMETRIC

3/16"=1'-0" 0 16' 0"8' 0"4' 0"

GENERAL NOTES

1. MACHINE STOP BAR AND FLANGE FOR BEARING, SEE DETAIL A13/S-505 (TYP).

A3 SCALE:

DETAIL - ARM FRAMING

3: = 1'-0" 0 1'-0"6"3"

LIFTING HEAD ASSEMBLY BEYOND, (FCM)

SEE SHEET S-505

5/

4 1/2" (TYP)

/2

TY

P)

9"

R2 1/4"

/2

TY

P)

WT12 X 51.5 (TM)

3/4" WEB PLATE (FCM)

NOTCH HSS 12.75X0.625 FOR

2" ARM PLATE (NO WELD)2 1/2" RADIUS

R 1' -5 5/16"

S-401

REF

S-401

REF

5/8" FLANGE PLATE (FCM)

PROVIDE EXTRA MAT'L THEN GRIND

RADIUS TANGENT TO PLATES

AFTER WELDING (TYP)

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CJP, 6:1 TRANSITION

4" DIA. OD, 5/8" WALL THICKNESS

2 15/16"

7/

8"

R1/8"

R2'-0"

NOTCH FOUNDATION PLATE AND

SKIN PLATE FOR SIDE SEAL LEG

EXTENSION

FACTORY MOLDED JOINT AT SIDE

SEAL TO LEG EXTENSION

TIGHT FIT CONTACT AT SIDE SEAL

LEG EXTENSION TO TOP SEAL

R1"

3:1 SLOPE

3" DIA SEAL BOLT

ACCESS HOLE

CJP (TYP)

CENTERLINE RADIAL TO ARM WP

CJP

(TYP)

A3

CJP (TYP)

1" PLATE

2 1/2" RADIUS

NOTCH HSS 12.75X0.625 FOR

2" ARM PLATE (NO WELD)

1/2" X 3/4" X 8" STOP

BAR, SEE NOTE 1

A15 S-505

A13 SCALE:

DETAIL - ISOMETRIC

3/16" = 1'-0"

E5 SCALE:

DETAIL - TOP OF VALVE FRAMING

2" = 1'-0"S-402

REF

NOTE: CLOSURE ASSEMBLIES, SEALS AND ARM WRAPPER PLATES NOT SHOWN FOR CLARITY

18' 4" TO WP

SIDE SEAL

RUB BAR

1'-1 1/2"

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A4 SCALE:

DETAIL - ISOMETRIC

NTS

F1 SCALE:

DETAIL

3" = 1'-0" SCALE:

0 8' 0"4' 0"2' 0"

A11 SCALE:

DETAIL - UPSTREAM FACE

NTS

G11 SCALE:

DETAIL - ARM FRAMING (TYP)

3" = 1'-0"

NOTE: VIEW IS ROTATED FROM REFERENCE VIEW TO SHOW VALVE IS CLOSED, SEALED POSITION. SIDE SEALS NOT SHOWN FOR CLARITY

0 1'-0"6"3"

6 3/8" 6 3/8"

CL ARM

CJP (TYP)

2" ARM PLATE (CONT.) (FCM)

3/4" FORMED PLATE

CJP

7 1/4"

2" ARM PLATE (FCM)

1/2 CLOSURE PLATE

1/8" GAP MAX

3/4" FORMED PLATE

7 1/2"

3/4" CLOSURE PLATE

CL VALVE

1"X6 5/8"

FLANGE

PLATE (TM)

CJP

1" CLOSURE

PLATE

WT12X51.5 (TM)

1/2" CLOSURE ASSEMBLY (TYP)

1/2" CLOSURE PLATE

MACHINE OUTER SURFACE AT

BEARING LOCATION OF SIDE SEAL

FOUNDATION BAR. SEE DETAILS

A13/S-505 AND A1/S-403

CL

STEM OF "L"

(BEYOND), RADIAL

TO HUB (TYP)

1" PLATE BEYOND (CONT.)

5/8" X 4" STIFFENER

4 3/4" (TYP)

PROVIDE EXTRA MAT'L THEN GRIND

RADIUS TANGENT TO PLATES

AFTER WELDING (TYP)

1/2" FORMED CLOSURE PLATE WT12X51.5

1"X6 5/8" FLANGE

PLATE (TM)

CJP, OPEN ROOT

R2 1/16"

R2 1/16"

1/

4"

WT12X51.5

CJP

CJP, OPEN ROOT,

GRIND FLUSH

1/2"

5/16

1"X2" BAR

5/16

1" SEAL FOUNDATION PLATE, TYPE 410 SS, DRILL AND

TAP FOR SEAL BOLTS, NOTCH TO LET SIDE SEAL THRU

1/16" SEAL PRESET

3/8STAINLESS ELECTRODE

48.2°

TOP OF CULVERT

FLOOR LINER

PLATE (EXIST)

CJP, OPEN ROOT,

GRIND FLUSH @ COPE

& OUTER SURFACE

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(1/2)

5 13/16"

R1'-1 3/16"

3/4" FORMED PLATE

2" PLATE

MACHINE SURFACE BASED ON CULVERT

METROLOGY FOR PROPER CONTACT OF

RUBBER SEALS AT TOP AND BOTTOM OF VALVE

S-403

REF

S-403

REF

S-403

REF

1"

R1"

6 1/2"

R6"

CJP (TYP)

CJP, OPEN ROOT,

GRIND FLUSH

CJP OPEN ROOT

8"

1" PLATE

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A3 SCALE:

DETAIL - CLOSURE ASSEMBLY AND TOP STIFFENER (TYP)

3" = 1'-0"

1/2" STIFFENER PLATES

0 1'-0"6"3"

A13 SCALE:

PICTORAL VIEW - CLOSURE ASSEMBLIES UPSTREAM (TYP)

NTS

CJP

7/8" SKIN PLATE

(FCM)

1/2" X 2 1/2" X 8" PLATES,

SKEW AS NEEDED FOR

PLUG WELDING (TYP)

1/

2"

1 7/8"

5/16 TYP

R2"

GENERAL NOTES

1. KTR MAY CHOOSE TO DRILL AND TAP PERMANENT HOLES IN PLUG WELDED

CLOSURE PLATES FOR HANDLING, UP TO 3/4" DIA.

2. PAINT ALL INTERNAL SURFACES PRIOR TO FINAL CLOSURE WITH PLUG

WELDS. TOUCH UP PAINT IS NOT REQUIRED AT INACCESSIBLE AREAS

AFFECTED BY PLUG WELDS.

D

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R1 1/2"

1"

R3/4"

/1 6"

1/2" STIFFENER PLATE (TYP)

NOTE: SKIN PLATE NOT SHOWN

NOTE: SKIN PLATE AND HORIZONTAL FRAMING NOT SHOWN

/1 6"

1/

2" T

YP

6" TYP

WT 12 X 51.5

R1"

1/2" X 10 1/4" CLOSURE

PLATE. SEE NOTE 1 & 2

1/2" X 7 1/4" PLATE (TYP)

1/2" X 3 1/2" STIFFENER, FULL

LENGTH OF CLOSURE PLATE

CENTERED

ON PLATE

1/8" GAP,

NO WELD

WT 12 X 51.5 (TYP)

A13

1/4 TYP

5/

8"

1/2" X 2 1/2" X 9" PLATE (TYP)

F11 SCALE:

ISOMETRIC - CLOSURE SUPPORTS DOWNSTREAM (TYP)

NTS

1/

2" T

YP

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US Army Corps of Engineers

K1 SCALE:

SECTION - LIFTING EYE

3" = 1'-0" K8 SCALE:

ISOMETRIC

NTS

GENERAL NOTES

1. SEE SPEC 35 20 16.46 28 FOR FRP, RUBBER SEALS, SS PLATES AND

FASTENERS REQUIREMENTS.

2. COORDINATE TRUNNION INSTALLATION, TRUNNION LINE BORING AND

INSTALLATION OF FRP RUB BAR TO MEET REQUIRED TOLERANCES.

3. FIELD FIT SIDE SEAL FOUNDATION BARS SO FRP RUB BARS ARE IN CLOSE

CONTACT WITH CULVERT WALLS. PROVIDE EXTRA MATERIAL TO ACCOUNT

FOR A CULVERT WIDTH AS DETERMINED FROM CONTRACTOR'S FIELD

MEASURMENTS.

4. COUNTERSINK HOLES IN SKIN PLATE. PROVIDE ELECTRICAL ISOLATION

SLEEVES AND WASHERS BETWEEN STAINLESS AND CARBON STEELS.

0 1'-0"6"3"0 1'-0"6"3"0 1'-0"6"3"

1'-4"

5 1/4" 5 1/4"

1/

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(1/4) 3/8

TYP

PJP (TYP)

(1/2)

1 1/2" (TYP)

2 1/2"

(TYP) 1 1/2" (TYP)

LINE BORE

1 1/2" PLATE (TYP) (FCM)

C

CL

VALVE & CULVERT

8" 8"

2 1/2" PLATE

(TYP)(FCM)

64 64

B C

/1 6"

R1 1/2"

1'-2 3/4"

(NOMINAL)

R6 1/2"1'-0"

2' -3

/4

TRIM TO

SKIN PLATE

RUBBER BULB SEAL, DETAIL G17/S-506

1' -3

" T O

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TO

P

BA

R 7"

T O

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N P

LA

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CL

1/ 2"

7/8" SKIN

PLATE (FCM)

K13 SCALE:

SIDE SEAL FOUNDATION BAR

6" = 1'-0" K17 SCALE:

SIDE SEAL KEEPER

6" = 1' -0"

MACHINE THIS SURFACE

FOR FIELD FIT

+0.010" -0.010"

+0.010" -0.010"

NOTE: MATERIAL- STAINLESS STEEL NOTE: MATERIAL - STAINLESS STEEL

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1"

1/

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1"

1/ 2"

1 7/8" X 13/16" SLOT

@3" O/C FOR 3/4" DIA

FHC SCREWS,

SEE NOTE 4

CJP, MACHINE WITH

STOP BAR FOR BEARING

CJP

WT12X51.5 (TYP)

(BUILD-UP "L" SIM)

K1

K1

0 1'-0"6"3"

1/

" P R

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ET

(1/4") M

1/4"

3/8" X 45° CHAMFER

1/4" X 45° CHAMFER

1/

4"

1/2"

7/

8"

SL

O

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FO

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3/ 4"

FH

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1/32" THICK UHMW-PE FILM

BACKING BTWN SS FOUNDATION BAR

AND CARBON STEEL, TWO SIDES

FRP RUB BAR WITH 1/2" DIA. X

1 1/2" LG SS FHCS @ 3" OC,

TAPPED INTO PLATE,

RECESSED 3/16",

WITH THREAD LOCKING

COMPOUND

A10 SCALE:

SIDE VIEW - LIFTING HEAD (FCM)

3" = 1'-0"A3 SCALE:

ELEVATION - LIFTING HEAD (FCM)

3" = 1'-0" A15 SCALE:

DETAIL - SIDE SEAL & BEARING BAR

3" = 1-0"

1/2" x 3/4" STOP BAR

0 6" 3" 1 1/2"

ARM CLOSURE

PLATE

ARM PLATE

STIFFENER

PLATE

REF

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US Army Corps of Engineers

U/S VIEW SIDE VIEW U/S VIEWSIDE VIEW

A1 SCALE:

DETAILS - SEAL BARS

NTS A6 SCALE:

DETAILS - SEALS

NTS A11 SCALE:

BOTTOM SEAL

1 1/2" = 1'-0"

D11 SCALE:

BOTTOM SEAL - KEEPER PLATE

1 1/2" = 1'-0"

G11 SCALE:

SEAL

1 1/2" = 1'-0"

K11 SCALE:

TOP SEAL - KEEPER PLATE

1 1/2" = 1'-0" K17 SCALE:

SECTION - TOP SEAL KEEPER

6" = 1'-0"

G17 SCALE:

SECTION - SEAL

6" = 1'-0"

D17 SCALE:

SECTION - BOT SEAL KEEPER

6" = 1'-0"

A17 SCALE:

SECTION - BOT SEAL

6" = 1'-0"

4 5/16"1/4"

1/ 4"

5 3/4"

1"

3/ 4"

2 5/8" R1/4"

4"

1/4" X 45

CHAMFER

Ø13/16" CSK HOLE

FOR Ø3/4" SS FHC

SCREWS

1/

3 1/16"

4 1/16"

R17/32"

Ø13/16" THRU HOLE

MATCH DRILL TO

KEEPER

1/4" X 45°

CHAMFER

MATCH DRILL TO KEEPER

FOR Ø3/4" BOLTS (TYP)

TRIM END FOR 1/32" PRESET W/CULVERT LINER

5'-11 1/2"

6'-0" APPROX, TRIM FOR 1/32 PRESET WITH CULVERT LINER

5'-8" 8 1/2"7"7 5/16"

5'-4 1/4"26 sp @ 2 1/2" =2"2"

CL VALVE

CL VALVE

CL VALVE

CL VALVE

K11

- G11

NOTE: MATL: SS NOTE: RUBBER

R1/4"

1'-3"4 SP @ 3 3/4" = 2'-2 1/2"7 EQ SP @ 3 3/4" = SEE NOTE 3

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G17

D17

A17

0 2' 0"1' 0" 6"

0 2' 0"1' 0" 6"

0 2' 0"1' 0" 6"

0 2' 0"1' 0" 6"

0 6" 3" 1 1/2"

0 6" 3" 1 1/2"

0 6" 3" 1 1/2"

0 6" 3" 1 1/2"

TIGHT FIT CONTACT AT SIDE SEAL

LEG EXTENSION TO TOP SEAL

FACTORY MOLDED JOINT AT SIDE

SEAL TO LEG EXTENSION

G17

GENERAL NOTES

1. SEE SPECIFICATION 35 20 16.46 28 FOR MAT'L AND INSTALLATION REQ'S.

2. NUTS AND TAPPED SCREWS ARE NITRONIC 60 OR EQUAL.

3. ADJUST BOLT SPACING AS NEEDED WITHIN 1/4" TO AVOID INTERFERENCE

WITH STRUCTURAL MEMBERS AND WELDS.

R1/8"

5/ 8"

R1/2"

1 3/4"1 1/4"1 7/8"1 7/8"

9/

D11

- A11

R1/4"

4 9/16"

SPLIT KEEPER INTO THREE PIECES WITH JOINTS

CENTERED BETWEEN SEAL BOLTS.

PTFE CLADDING

5'-11 1/2"

225°

20°

2 3/8"

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VA

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D

2 1/2" OD x 3/8" WALL

6061 T6511 ALUMINUM TUBE

5"

CS 4 x 2.33 6061-T6

ALUMINUM

1' -3

1'

-0

/4

2 EA. HANDLES SHALL

BE CONSTRUCTED OF

1 1/2" OD X 1/4" WALL

6061-T6511 ALUMINUM

TUBE WITH KNURLED

SURFACE ON GRIP AREA

1/4 TYP

3/8

3/16

1/2" THICK 6061-T6

ALUMINUM PLATE

3/8 TYP

1/2" THICK 6061-T6

ALUMINUM PLATE

1'-0" 1'-0"

A1 SCALE:

ELEVATION: VALVE STAND VIEW 1

3"=1'-0" A6 SCALE:

ELEVATION: VALVE STAND VIEW 2

3"=1'-0"

D11 SCALE:

SECTION: VALVE STAND

3"=1'-0"

A16 SCALE:

ISOMETRIC

NTS

4' -0

5/

0 1'-0"6"3" 0 1'-0"6"3"

0 1'-0"6"3"

A6

1'-0"

1' -0

1' -3

/2

WF 8 X 11.8

6061-T6 ALUMINUM

A11

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