B.08.03 MRLS 500-R_SF110Amendment 0003.pdf

STEM, TYP

SLIDE GATE

WALL FACE AT TOP

THICKNESS CHANGE

WALL FACE BELOW AT

BASE SLAB EDGE

GUARDRAIL, SEE SF500

#8 @ 12" OC TOP AND BOTTOM

JOINT, TYP

CONSTRUCTION

ON S-001, TYP

LAP PER TABLE

GUARDRAIL, SEE SF 500

E A S

ID

E J

T

E M

B E

D M

E N

T

LAP, TYP

#7 EF, TYP

3'-6"

5'-3"

#8 @ 12" OC TOP AND BOTTOM

3'-0"

E Q

E Q

AROUND GATEWELL

CONTINUOUS

WATERSTOP,

HYDROPHILIC

ELEVATIONS

SEE CS503 FOR

WATERSTOP, TYP

HYDROPHILIC

CONTINUOUS

SHEET NOTE 2

LADDER, SEE

WRITTEN INSTRUCTIONS

PER MANUFACTURER'S

OPERATOR AND STEM

ANCHOR AND INSTALL

#7 @ 12", TYP

MANUFACTURER

RECOMMENDED BY

INSTALLATION AS

STEM GUIDES, LOCATE AND

JOINT, TYP

CONSTRUCTION

SPACING, SEE SHEET NOTES

DIMENSIONS AND RUNG

FIXED LADDER

RUNGS MATCHING THE

CAST-IN-PLACE LADDER

INDIVIDUAL

OPENING, PROVIDE

BELOW TOP OF PIPE

2'-6"6'-0"2'-6"

SEE SHEET NOTE 4

DOWEL BARS TYP,

JOINT, TYP

AT SLAB-TO-CRADLE

1/2" JOINT FILLER

A7/SF110 FOR OPENING SIZE

GRATING, SEE SF500, SEE

REFER TO A1/SF111

BASE SLAB BOTH SIDES

BEYOND GATEWELL

(3) 4 FT PIPE LENGTHS

BAR SIZE AND SPACING.

TO MATCH TYPICAL VERTICAL

HOOK AS SHOWN. DOWELS

DOWELS WITH STANDARD

SEE SHEET NOTE 3

TO CS503

CLSM - REFER

4'-0" 4'-0"

CONCRETE CRADLE

CONCRETE CRADLE

35 20 16.01 23

SPECIFICATION SECTION

SLIDE GATE (3 TOTAL) PER

STAINLESS STEEL OR CAST IRON

S O

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IT

A T

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N N

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D E

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M A

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D B

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D A

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C H

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K E

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D R

A W

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IS

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET NOTES

FLOOD SIDE LAND SIDE

NOTE: LADDER NOT SHOWN FOR CLARITY

CENTERLINE

SYMMETRIC ABOUT

TYP

FLOOD SIDE LAND SIDE

WITH A BOND BREAKER. DOWELS SHALL BE SPACED EQUALLY.

ABOUT JOINT BETWEEN CRADLE AND GATEWELL. DOWELS SHALL BE COATED

DOWELS SHALL BE 2'-0" LONG 1-1/8" DIAMETER SMOOTH BARS CENTERED 4.

00. BACKFILL MATERIAL WITH MATERIALS AS SHOWN ON CS503.

PREPARE FOUNDATION AND BACKFILL PER SPECIFIFICATION SECTION 35 41 3.

REBAR.

29 CFR 1910.29. LOCATE REBAR TO ENSURE ANCHORAGE DOES NOT CONTACT

05 51 33. INSTALL LADDER SAFETY SYSTEM MEETING THE REQUIREMENTS OF

SHALL BE DESIGNED TO MEET 29 CFR 1910.23 AND SPECIFICATION SECTION

ANCHORAGE, SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR AND

ACCORDANCE WITH 29 CFR 1910.23. THE LADDER DESIGN, INCLUDING

INSTALL LADDER RUNGS AND A FIXED LADDER DESIGNED AND DETAILED IN2.

ELEVATIONS.

REFER TO CIVIL SHEET CS503 FOR TOP OF GATEWELL AND PIPE INVERT1.

ELEV - SEE CS503

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:45:52 PM 6/22/2020

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SF110

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A1

SCALE: 3/8" = 1'

GATEWELL PLAN

4'0 2' 8' A4

SCALE: 3/8" = 1'

SECTION

4'0 2' 8' A7

SECTION

SCALE: 3/8" = 1' 4'0 2' 8'

AMENDMENTS

A7

SF110

A4

SF110

A1

SF111

A4

SF111

B7

SF111

B7

SF111