PLANS - NOT FOR CONSTRUCTION.pdf

LOCATION

PROJECT

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®of Engineers

US Army Corps

U .S

A R

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FOR SOLICITATION - NOT FOR CONSTRUCTIONDS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg10:33:34 AM 12/2/2021

C O

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G-001

ISSUE DATE:

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

MEMPHIS DISTRICT

D

N

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G

E

L

M E

M P H

IS

CRITTENDEN

MISSISSIPPI

ST. FRANCIS

CRAIGHEAD

POINSETT

CROSS

LEE

GREENE

CLAYRANDOLPH

LAWRENCE

SHARP

FULTON

IZARD

BAXTER

STONE

INDEPENDENCE

CLEBURNE

FAULKNER

WHITE

WOODRUFF

JACKSON

DREW

LONOKE

PULASKI

ARKANSAS

JEFFERSON

MONROE

PHILLIPS

CLEVELAND

LINCOLN

DESHA

LEE

DE SOTO

MARSHALL

BENTON

TIPPAH

ALCORN

PRENTISS

UNION

TATE

TUNICA

PANOLA

COAHOMA

QUITMAN

TALLAHATCHIE

BOLIVAR

GRENADA

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LAFAYETTE

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CLAY

WEBSTER

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WEAKLEY HENRY

DYER GIBSON

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LAUDERDALE

HAYWOOD

CROCKETT

MADISON

HENDERSON

SHELBY

FAYETTE

HARDEMAN

CHESTER

MC NAIRY

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CARLISLE

BALLARD

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GRAVES

MARSHALL

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CALLOWAY

MISSISSIPPI

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TEXAS

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DOUGLAS

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CARTER

REYNOLDS

C R A

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WAYNE

MADISON

GIRARDEAU

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SCOTT

STODDARD

BUTLER

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MADRID

NEW

PEMISCOT

DUNKLIN

UNION

ALEXANDER PULASKI

MASSAC

POPEJOHNSON

PRAIRIE

Fordyce

Sheridan

Rison Star City

Monticello Arkansas City

De Witt

Helena

Marianna De Valls BluffDe Valls Bluff

ClarendonClarendon

Forrest City

Des Arc

Jacksonville

Conway

Searcy

Heber Springs

Clinton

Mountain View

Melbourne

Batesville

Augusta

Ash Flat

Salem

Newport

Walnut Ridge

Pocahontas

Corning Piggott

Paragould

Lake CityJonesboro

Osceola

Wynne

Marion

Memphis West

Stuttgart

Lonoke

Pine Bluff

Warren

Blytheville

Kennett

Carutherville

Jackson

Charleston

New Madid

Bloomfield

Marble Hill

Benton

Girardeau Cape

Poplar Buff

Doniphan

Greenville

Van Buren

Eminence

AltonWest Plains

Houston

GainesvilleGainesville

Centerville

Dyersburg

Ripley

Covington

Brownsville

Alamo

Trenton

Dresden

Union City

Paris

Huntington

Camden

Lexington

Decaturville

Benton

Wickliffe

Bardwell

Hickman

Mayfield

Paducah

Murray

Eddyville

Smithland

Marion

Tiptonville

Cairo

Mound City

Vienna

Metropolis

Golconda

Somerville Bolivar

Selmer

Savannah

Henderson

Jackson

Hernando

Senatobia

Holly Springs

Ashland

Ripley

Corinth

Iuka

Booneville

New Albany

Fulton

Tupelo PontotocPontotoc

Oxford

Batesville

Sardis

Tunica

MarksMarks

Charleston

Summer

Clarksdale

Grenada

Water Valley

Coffeeville

Pittsboro

Houston

Okolona

AberdeenRosedale

Cleveland

Walthall

Memphis

Earle

Parkin

Rock Little

T

IS

H O

M

IN

G O

Harrisburg

Home Mountain

Norfork Lake

Lake Greers Ferry

Conway Lake

Lake Peckerwood

Lake Arkabutla

Sardis Lake

Enid Lake

Grenada Lake

Lake Pickwick

Lake Reelfoot

Lake Kentucky

Lake Wappapello

Lake Horseshoe

Lake Porter

MISSOURI

ARKANSAS

TENNESSEE

KENTUCKY

TENNESSEE

MISSISSIPPI

M

IS

S

IS

S

IP

P I

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N S A S

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MISSOURI

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ILLINOIS

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45W

45E

U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

MEMPHIS DISTRICT BOUNDARY

VICINITY MAP

01020304050 50 MILES

N

70A

APPROVED BY:

MENDATION OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOM-

MENT AS REQUIRED BY ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOY-

APPEAR ON THESE PROJECT DOCUMENTS

TRATION DESIGNATIONS OF INDIVIDUALS

THE INITIALS OR SIGNATURES AND REGIS-

MEMPHIS DISTRICT CORPS OF ENGINEERS.

THIS PROJECT WAS DESIGNED BY THE

CHIEF ENGR & CONST DIVISION

64 64

DESCRIPTION

INDEX OF DRAWINGS

SHEET NO.

WXXXXX-XX-X-XXX

XXXXXX-XX-X-XXXX

LEE COUNTY, ARKANSAS

ST. FRANCIS BASIN - MAINTENANCE

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DECEMBER 2021

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E-103

E-102

E-101

M-105

M-104

M-103

M-102

M-101

S-504

S-503

S-302

S-301

S-101

S-001

C-102

C-101

G-002

G-001

FUEL PLATFORM REHABILITATION

HUXTABLE PUMPING PLANT

WALKWAY LIGHT DETAILS

POLE LIGHT AND WIRING INFORMATION

ADDITIONAL LIGHT INFORMATION

FOUNDATIONLESS JIB CRANE

BARGE HOSE MAST AND BOOM

FUEL OIL BARGE DOCK - SHEET 3 OF 3

3FUEL OIL BARGE DOCK - SHEET 2 OF

FUEL OIL BARGE DOCK - SHEET 1 OF 3

GATE AND CONCRETE REPAIR DETAILS

BARGE DOCK AND BRIDGE - SHEET 2 OF 2

BARGE DOCK AND BRIDGE - SHEET 1 OF 2

PLATFORM AND ACCESS BRIDGE DETAILS

ACCESS BRIDGE AND PLATFORM OVERALL PLAN

STRUCTURAL NOTES

EXISTING CONDITIONS - PLAN VIEW - SHEET 2 OF 2

EXISTING CONDITIONS - PLAN VIEW - SHEET 1 OF 2

PROJECT LOCATION MAP, NOTES, BENCHMARKS & STANDARD SYMBOLOGY

COVER SHEET

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FOR SOLICITATION - NOT FOR CONSTRUCTIONDS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg9:35:01 AM 12/2/2021

GENERAL CROSS-REFERENCING SYMBOLS

GENERAL LEGEND

A1

DETAIL/SECTION

SCALE:

SUPPLEMENTAL INFORMATION

A2 DETAIL/SECTION

SCALE:99/999

TOP FRONT SIDE

ELEVATION A1

SECTION

SCALE:

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/ A2

99/999

A1

A1 A2 99/999

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

XXX

XXX

XXX

XXX

ABBREVIATIONS

UNGD COMMUNICATION

CONSTRUCTION LIMIT

CONSTRUCTION EASEMENT

DITCH BOTTOM

DRAIN - STORM

PROPERTY LINE

WATER LINE

TELEPHONE LINE

NATURAL GAS PIPE

SANITARY WASTE LINE

RIPRAP - PLAN VIEW

SANITARY SEWER

SHEET PILE

SILT FENCE

RIPRAP

AGGR AGGREGATE

APPROX APPROXIMATE

ALT ALTERNATE

ALUM ALUMINUM

AVG AVERAGE

BOT BOTTOM

CB CATCH BASIN

CEM CEMENT

CL or C/L CENTER LINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CPP CORRUGATED PLASTIC PIPE

CU YD CUBIC YARD

DAT DATUM

DET DETAIL

DIA DIAMETER

DS DOWNSTREAM

DWG DRAWING

EL or ELEV ELEVATION

EME EXCAVATED MATERIAL

EMBANKMENT

EQ EQUAL

EX or EXIST EXISTING

FES FLARED END SECTION

FL FLOW LINE

FT FEET

GALV GALVANIZED

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER

INV INVERT

IP IRON PIPE

LAT LATITUDE

LONG LONGITUDE

L/W LANDWARD

LTB LEFT TOP BANK

MATL MATERIAL(S)

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NAT NATURAL

NO NUMBER

NTS NOT TO SCALE

NST NO STEEPER THAN

OD OUTSIDE DIAMETER

OC ON CENTER

PP POLYPROPYLENE PIPE

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PI POINT OF INTERSECTION

PL or P/L PROPERTY LINE

POB POINT OF BEGINNING

POE POINT OF ENDING

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

PROP PROPOSED

QTY QUANTITY

R RADIUS

REQ'D REQUIRED

RTB RIGHT TOP BANK

RC REINFORCED CONCRETE PIPE

ROW or RW RIGHT OF WAY

SECT SECTION

SD STORM DRAIN

SPEC SPECIFICATIONS

SST STAINLESS STEEL

SHT SHEET

SQ FT SQUARE FEET

STA STATION

STD STANDARD

STL STEEL

TC TOP OF CONCRETE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UNGD UNDERGROUND

US UPSTREAM

VERT VERTICAL

VOL VOLUME

WTH WIDTH

WM WATER MAIN

YD YARD

PROP CONTOUR MAJOR

RIGHT OF WAY

ON SAME DRAWING

SECTION/DETAIL TITLE

DRAWING

SHOWN ON ANOTHER

SECTION/DETAIL TITLE

VIEW SUBTITLE

CONTROL POINT

IRON ROD

VERTICAL CONTROL

BORING LOCATION

ELECTRIC POLE

UNGD ELECTRICAL

FENCE

VEGETATION LIMITS

DITCH FLOWLINE

EXIST CONTOUR MINOR

PROP CONTOUR MINOR

EXIST CONTOUR MAJOR

CULVERT

BASELINE/SURVEY LINE

CENTERLINE

CUT SLOPE LINE

FILL SLOPE LINE

GENERAL NOTES

0 1' 2'

0 1' 2'

0 1' 2'

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CONSTRUCTION PROJECT.

AND LOCAL SAFETY REGULATIONS THAT ARE APPLICABLE TO THE WORK ASSOCIATED WITH THIS

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ADHERENCE TO ALL FEDERAL, STATE,6.

FEATURES.

UPON CONSTRUCTION COMPLETION AND PRIOR TO FINAL ACCEPTANCE, REMOVE ALL EROSION CONTROL5.

PLACEMENT AND FUNCTION.

FIELD ADJUSTMENTS OF EROSION CONTROL MEASURES ARE ALLOWED AS NECESSARY TO ENSURE PROPER4.

THE CONTRACTING OFFICER IS REQUIRED BEFORE ANY GATES OR FENCES ARE TO BE DISTURBED.

DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. APPROVAL FROM

GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS OTHERWISE NOTED. ALL GATES AND FENCES3.

DETERMINE OR ANTICIPATE SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD NOT BE USED TO2.

RESTORED PROMPTLY AT THE CONTRACTOR'S EXPENSE.

SERVICE OCCASIONED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE SERVICE

THE CONTRACTOR'S EMPLOYEES OR OTHERS. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF

SPECIAL CARE WHEN WORKING IN THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR INJURY TO

"CALL BEFORE YOU DIG" NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL EXERCISE

BEFORE BEGINNING WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE

AT THE SITE ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS

SHALL DETERMINE THE ACTUAL LOCATION OF ALL UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR

ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND1.

EXISTING MOORING DOLPHIN

FUEL PLATFORM

BRIDGE TO FUEL PLATFORM

RAMP

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FOR SOLICITATION - NOT FOR CONSTRUCTION

C-101A1

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SCALE: 1" = 50'

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EXISTING CONDITIONS PLAN VIEW

100'0 50'

S .C

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F

ELECTRICAL REPAIRS, A SURVEY WAS NOT NECESSARY.

NOTE: DUE TO THE NATURE OF THE WORK BEING MECHANICAL AND

FUEL PLATFORM

BRIDGE TO FUEL PLATFORM

ACCESS RAMP

R/W 2

R/W 1

R/W 3

R/W 5

R/W 6

PARKING AREA

WORK AND

R/W 4

SECURITY FENCE

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg10:09:14 AM 12/2/2021

A1

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SCALE: 1" = 50'

LEE RD 503

L E

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NOTE: ROW LINES HAVE NOT BEEN FIELD VERIFIED.

WILL BE REQUIRED TO COORDINATE IN ORDER TO ACCESS SITE.

PROJECT TO REPAIR MOORING DOLPHINS. CONTRACTORS

RIGHT OF WAY IS OVERLAPPING WITH CONCURRENT

NOTE:

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®of Engineers

US Army Corps

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(THESE NOTES APPLY TO SHEET NUMBERS S-101 THROUGH S-504)

STRUCTURAL NOTES

3. REFER TO SPECIFICATIONS AND SHEET S-301 AND S-302 FOR DETAILS

GRADE WHERE POSSIBLE.

2. SAND BLASTING AND PAINTING SHALL OCCUR A MINIMUM 6" BELOW

REMOVAL PLAN SHALL BE SUBMITTED TO THE GOVERMENT.

ON ITEMS UNDER MAINTENANCE. IF LEAD BASED PAINT IS PRESENT, A

1. CONTRACTOR SHALL VERIFY THE EXISTENCE OF LEAD BASED PAINT

II. SAND BLASTING AND PAINTING

3.4: REPLACEMENT OF EXISTING SECURITY FENCE

3.3: INSTALLATION OF STRUCUTRAL MONITORING SURVEY POINTS

3.2: CONCRETE REPAIRS

3.1.2: BRIDGE PIERS

3.1.1: HAND RAILS

3.1: SAND BLASTING AND PAINTING OF:

3. THE GENERAL SCOPE OF WORK ITEMS FOR STRUCTURAL MAINTENANCE INCLUDES:

2. MAINTENANCE AND REPAIRS SHALL BE PERFORMED ACCORDING TO THE DRAWINGS AND SPECIFICATIONS

ARE NOT TO SCALE AND SHOULD NOT BE RELIED ON FOR MEASUREMENT.

ARE INTENDED FOR INFORMATIONAL USE ONLY UNLESS INDICATED OTHERWISE. SCALES PROVIDED

1. SHEETS S-101, S-301, S-302, AND S-503 ARE FROM THE ORIGINAL DESIGN DRAWINGS AND

I. GENERAL NOTES

TO BE PERFORMED:

4. BASED ON PREVIOUS INSPECTIONS, MINIMUM REPAIRS

AND SPECIFICATIONS PRIOR TO PERFORMING REPAIRS.

3. CONTRACTOR SHALL SUMBIT A REPAIR PLAN IN ACCORDANCE WITH DRAWINGS

ENGINEER OF RECORD

OF SECURITY FENCE OR UNLESS APPROVED BY THE CONTRACTING OFFICER AND

2. NO DRILLING SHALL BE DONE ON THE PRECAST DECK UNITS EXCEPT FOR INSTALLATION

1. REFER TO SHEET S-504 AND SPECIFICATION 03 01 00.

III. CONCRETE REPAIR

3. REFER TO SHEET S-304 FOR MORE DETAILS.

A STEEL BOLT WELDED TO STEEL IS SUITABLE.

2. IN ACCORDANCE WITH EM 1110-2-1009, FOR CONTROL POINTS,

ALONG THE BRIDGE BENTS.

1. SURVEY CONTROL POINTS SHALL BE INSTALLED AT SPECIFIED LOCATIONS

IV. STRUCTURAL MONITORING POINTS

12. ALL STEEL SHALL BE GALVANIZED AS PER ASTM A123, U.N.O..

11. ALL GROOVE WELDS SHALL BE CJP WELDS, UNO.

MATERIALS FOR WELDING GALVANIZED MATERIAL.

10. ALL WELDING SHALL BE ACCOMPLISHED IN ACCORDANCE TO AWS D1.1 USING COMPATIBLE

AS NECESSARY.

9. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED AND REPAIRED IN THE FIELD AFTER ERECTION

(A) ALL HOLES SHALL BE STANDARD HOLES U.N.O..

BE STANDARD SIZE, UNLESS NOTED OTHERWISE.

HOLES OR ENLARGEMENT OF HOLES BY BURNING WILL NOT BE PERMITTED. ALL HOLES SHALL

8. HOLES FOR BOLTING SHALL BE SHOP PUNCHED OR FIELD DRILLED. THE MAKING OF

DEGREES FAHRENHEIT.

WELD MATERIAL SHALL HAVE A SHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT -20

7. ALL WELDING SHALL BE PERFORMED USING E70XX SERIES LOW HYDROGEN ELECTRODES.

SOCIETY. "NON-PREQUALIFIED JOINTS" SHALL BE QUALIFIED PRIOR TO FABRICATION.

6. USE PREQUALIFIED WELDED JOINTS PER AISC AND AWS D1.1 OF THE AMERICAN WELDING

CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS.

5. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND

STEEL BUILDINGS" (FEBRUARY, 2012).

14TH EDITION "LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL

4. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE AISC

USED FOR UNLESS NOTED OTHERWISE.

3.1 HILTI HSE 2421 EPOXY ADHESIVE ANCHORS OR APPROVED EQUAL SHALL BE

3. BOLTS AND ANCHORS:

Fy = 35 KSI. STRUCTURAL STEEL ANGLES SHALL CONFORM TO ASTM A36, Fy = 36 KSI.

STRUCTURAL STEEL PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B, TYPE E OR S,

STRUCTURAL STEEL PLATES AS INDICATED, SHALL CONFORM TO ASTM A36, Fy = 36KSI, U.N.O..

STRUCTURAL STEEL TUBING SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI.

2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, UNLESS NOTED OTHERWISE.

1. A NEW SECURITY FENCE SHALL BE INSTALLED IN ACCORDANCE WITH SHEET S-504 AND SPECIFICATIONS

V. NEW SECRURITY FENCE - STRUCTURAL STEEL

FOR DETAILS OF THIS FEATURE

ACCESS BRIDGE; SEE S-301 AND S-302

SPAN; SEE S-301 FOR LOCATION AND DETAILS

REPLACE GUARD GATE WITHIN THIS BRIDGE

DETAILS FOR THIS FEATURE

PLATFORM; SEE S-301 AND S-302 FOR

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S-301 AND S-302 FOR DETAILS

HAND RAILS TO BE PAINTED; SEE

SPECFIFCATION 090 90 00 FOR DETAILS

BRIDGE PIERS TO BE PAINTED, SEE

FOR DETAILS

SPECFIFCATION 09 90 00

PAINTED, SEE

BRIDGE PIERS TO BE

S-301 AND S-302 FOR DETAILS

HAND RAILS TO BE PAINTED; SEE

FOR DETAILS

SEE SPECFIFCATION 09 90 00

BRIDGE PIERS TO BE PAINTED,

FOR DETAILS

SEE S-504

CONTROL POINTS

SHOWN ON SHEET S-504

AT TOP OF BENT AS

INSTALL CONTROL POINTS

SHEET S-504

BENT AS SHOWN ON

POINTS AT TOP OF

INSTALL CONTROL

SHEET S-504

BENT AS SHOWN ON

POINTS AT TOP OF

INSTALL CONTROL

FOR DETAILS

SPECFIFCATION 09 90 00

PAINTED, SEE

HANDRAILS TO BE

BELOW GRADE

BLASTED AND PAINTED 6"

TOWER/STAIRS TO BE SAND

BRIDGE PIERS AND

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CONTROL POINTS;

FOR INFORMATION ONLY

PAINTED 6" BELOW GRADE

SAND BLASTED AND

TOWER/STAIRS TO BE

BRIDGE PIERS AND

SEE S-504 FOR DETAILS

CONTROL POINTS

WELDED TO THE TOP OF BENT.

1. A STEEL BOLT SHALL BE

NOTE:

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FOR INFORMATION ONLY

BY THE CONTRACTING OFFICER AND ENGINEER OF RECORD.

3. NO DRILLING SHALL BE DONE ON THE PRECAST DECK UNITS UNLESS APPROVED

ACCORDANCE WITH SPECIFICATIONS.

2. REPAIR AREAS OF THE DECK ACCORDING TO THE TABLE ON SHEET S-504 AND IN

1. THIS SHEET IS TO BE REFERENCED FOR DETAILS FOR THE PRECAST DECK UNITS.

HINGE

HINGE

LATCH

2'-10" 4'-5" 2'-10"

END CAPS, TYP

TYP.

FROM EDGE OF BASE PLATE,

EMBED. BOLTS SHALL BE 1"

ANCHORS OR EQUAL. 6" MIN.

HSE 2421 EPOXY ADHESIVE

PLATE W/ (4) 3/4" DIA. HILTI

STEEL BASE

" GALVANIZED 2

18" x 8" x

1"

1"

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W/TURN BUCKLES, GALV. TYP

PIPE, GALV. TYP.

9 GAGE, 2" MESH, GALV., TYP.

CHAIN LINK FENCING

CONCRETE DECK STEEL PIPE, GALV.

1/4

8"

BASE PLATE DETAIL

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REPAIR OF CRACKS BY ROUTING AND SEALING DETAILS

FOR INFORMATION ONLY

TO SPECIFICATIONS FOR MORE DETAIL

1. VISUAL REPRESENTATION OF CRACK, REFER

NOTES:

C12 X 20.7

D7

CONTROL POINT DETAILS

SCALE: N.T.S.

CONTROL POINT ELEVATION VIEW

CONTROL POINT PLAN VIEW

1/8"

D1

SCALE: N.T.S.

WALKWAY GUARD GATE

NOTES:

INTSTALLION SHOWN IS TYPICAL FOR OTHERS

FROM EDGE SO THAT ALL ARE ALIGNED.Ó. BOLTS

CENTERLINE OF CHANNEL SHORT SIDE AND 1 IN.

3. CONTROL POINTS SHALL BE INSTALLED

FACE LANDSIDE.

SHOWN ARE BASED OFF SECTION D 15-4 WHICH

LEFT SIDE WHEN FACING RIVERSIDE. DETAILS

2. CONTROL POINTS SHALL BE INSTALLED ON THE

THE TOP OF THE CHANNEL SECTION.

1”DIAMETER ASTM A307 GR. A, S1 BOLT WELDED TO

1. THE CONTROL POINT SHALL CONSIST OF A

C12 X 20.7

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