EAA_CNT11B_Plans_Draft_11.03.23_Part2.pdf

PDF 40 MB Posted Dec 15, 2023

Attached to: Central Everglades Planning Project (CEPP) Contract 11B, Everglades Agricultural Area (EAA) A-2 Reservoir Embankment and Structures, Palm Beach County, Florida
Solicitation number: W912EP24R0002
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 21, 2023

This file is a summary of a federal contract opportunity for the Central Everglades Planning Project (CEPP) Contract 11B. The U.S. Army Corps of Engineers Engineering District Jacksonville is soliciting proposals for the Everglades Agricultural Area (EAA) A-2 Reservoir Embankment and Structures project located in Palm Beach County, Florida. The pre-solicitation notice has solicitation number W912EP24R0002 and involves construction of an earthen embankment and associated structures for a reservoir as part of the CEPP to improve water storage and distribution in the Everglades ecosystem. Responses are due by the date listed on FedBizOpps.gov when the full solicitation is released.

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File	Type	Posted
EAA_CNT11B_Plans_Draft_11.03.23_Part6.pdf	PDF	Dec 15, 2023
EAA_CNT11B_Plans_Draft_11.03.23_Part5.pdf	PDF	Dec 15, 2023
EAA_CNT11B_Specs_Draft_11.03.23.pdf	PDF	Dec 15, 2023
EAA_CNT11B_Plans_Draft_11.03.23_Part3.pdf	PDF	Dec 15, 2023
EAA_CNT11B_Plans_Draft_11.03.23_Part1.pdf	PDF	Dec 15, 2023
EAA_CNT11B_Plans_Draft_11.03.23_Part4.pdf	PDF	Dec 15, 2023

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600+00 601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 610+00 611+00 612+00 613+00 615+00 616+00 617+00 618+00 619+00 620+00

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GENERAL NOTES

PROFILES STA. 600+00 TO STA. 700+00

50' 100'0

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. SEE SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL

DETAIL REGARDING SITE CONDITIONS.

TOP OF EMBANKMENT

D-623

BOTTOM CUTOFF

WALL (BY OTHERS)

SEE ABBREVIATION

SHEET G-005

KEY MAP

PLAN

NORTH

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

BOTTOM CUTOFF

WALL (BY OTHERS)

BOTTOM CUTOFF

WALL (BY OTHERS)

BOTTOM CUTOFF

WALL (BY OTHERS)

BOTTOM CUTOFF

WALL (BY OTHERS)

O ct ob er

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_C -1

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DRAFT

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700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 719+00 720+00

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760+00 761+00 762+00 763+00 764+00 765+00 766+00 767+00 768+00 769+00 770+00 771+00 772+00 773+00 774+00 775+00 776+00 777+00 778+00 779+00 780+00

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D B

C H

D B

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GENERAL NOTES

PROFILES STA. 700+00 TO STA. 800+00

50' 100'0

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. SEE SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL

DETAIL REGARDING SITE CONDITIONS.

TRANSITION SLOPE START

(STA.704+40 EL. 42.8)

TRANSITION SLOPE END

(STA.704+40 EL. 46.8)

TOP OF EMBANKMENT

D-623

SEE ABBREVIATION

SHEET G-005

BELOW CUTOFF

WALL (BY OTHERS)

KEY MAP

PLAN

NORTH

BELOW CUTOFF

WALL (BY OTHERS)

BELOW CUTOFF

WALL (BY OTHERS)

BELOW CUTOFF

WALL (BY OTHERS)

BELOW CUTOFF

WALL (BY OTHERS)

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

O ct ob er

3, _E

N T1

1B A2

_C -1

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R , P

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O W

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C-1108

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GENERAL NOTES

PROFILES STA. 800+00 TO STA. 900+00

50' 100'0

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. SEE SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL

DETAIL REGARDING SITE CONDITIONS.

TOP OF EMBANKMENT

D-623

SEE ABBREVIATION

SHEET G-005

BOTTOM CUTOFF

WALL (BY OTHERS)

KEY MAP

PLAN

NORTH

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

TOP OF EMBANKMENT

D-623

BOTTOM CUTOFF

WALL (BY OTHERS)

BOTTOM CUTOFF

WALL (BY OTHERS)

BOTTOM CUTOFF

WALL (BY OTHERS)

BOTTOM CUTOFF

WALL (BY OTHERS)

EXISTING GRADE

EL = +/- 8.5

EXISTING GRADE

EL = +/- 8.5S-626

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3, _E

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900+00 901+00 902+00 903+00 904+00 905+00 906+00 907+00 908+00 909+00 910+00 911+00 912+00 913+00 914+00 915+00 916+00 917+00 918+00 919+00 920+00

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-40

BOTTOM CUTOFF

WALL (BY OTHERS)

GENERAL NOTES

PROFILE STA. 900+00 TO STA. 914+75.66

50' 100'0

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

NORTH AMERICAN VERTICAL DATUM (NAVD88).

2. SEE SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL

DETAIL REGARDING SITE CONDITIONS.

TOP OF EMBANKMENT

D-623

KEY MAP

PLAN

NORTH

O ct ob er

3, _E

N T1

1B A2

_C -1

D W

W . W

R , P

W . C

O W

D R

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C-1110

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50 PSF

250 PSF

ROOFS

COORDINATION

CONSTRUCTION LAYOUT

REINFORCEMENT FOR CAST-IN-PLACE CONCRETE

STRUCTURAL AND ARCHITECTURAL ABBREVIATIONS

CONTRACTOR SHALL COORDINATE ALL PIPE AND CONDUIT LOCATIONS THROUGH CONCRETE

WITH THE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS PRIOR TO

PLACING CONCRETE.

FOR THE ACCURATE LOCATION AND ORIENTATION OF STRUCTURES, REFER TO THE CIVIL

DRAWINGS ONLY. STRUCTURAL DRAWINGS DO NOT NECESSARILY SHOW TRUE LOCATION

AND/OR ORIENTATION OF STRUCTURES.

STRUCTURAL DESIGN LOADS

MAINTENANCE SURCHARGE 500 PSF

GRATING

REINFORCEMENT LENGTH TABLE

STANDARD HOOK EMBEDMENT

3 4 5 6 7 8 9 10BAR SIZE/LENGTH

LAP SPLICE LENGTH (LS)

2" 163 4"

(f'c = 4,500 PSI)

2" 151

4"41 2" 6" 71

2" 9" 12" 131 2"

18" 45" 64"

REINFORCEMENT LENGTH TABLE

3 4 5 6 7 8 9 10BAR SIZE/LENGTH

LAP SPLICE LENGTH (LS)

BAR DEVELOPMENT LENGTH (LD)

(f'c = 3,000 PSI)

43" 17" 22" 55" 78"

BAR EXTENSION BEYOND HOOK (90°)

22" 29" 36" 28" 33" 48"

72" 81" 62"

91" 70"

101"

14" 23" 27" 32" 51" 57" 18" 24" 30" 35" 51" 59" 66" 74" 82"

17"

FURNISH BOLTS WITH ONE NUT AND TWO WASHERS UNLESS OTHERWISE NOTED. SEE

STRUCTURE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

THE FOLLOWING LIVE LOADS SERVE AS THE BASIS OF DESIGN, UNLESS OTHERWISE NOTED

ON THE DRAWINGS (REFERENCE FLORIDA BUILDING CODE, 7TH ED., JUL 2020, LOADS SHOWN

BELOW GOVERN IF LARGER):

& AND

@ AT

AB ANCHOR BOLT

A/C AIR CONDITION

AFF ABOVE FINISHED FLOOR

AL / ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BD BOARD

BLDG BUILDING

BOT BOTTOM

BW BOTH WAYS

CFR CODE OF FEDERAL REGULATIONS

CI CAST IRON

CIP CAST IN PLACE CONCRETE

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLJ CULVERT CONTROL JOINT

(DOUBLE WATERSTOP)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNJ CONTRACTION JOINT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CRES CORROSION RESISTANT STEEL

CRJ CONTRACTION JOINT

CRWJ CONTRACTION JOINT W/ WATERSTOP

CTJ CONTROL JOINT (SINGLE WATERSTOP)

DET DETAIL

DIA / Ø DIAMETER

DIM DIMENSION

DWG DRAWING

DWL DOWEL

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL / ELEV ELEVATION

EMB EMBEDMENT

EQ EQUAL

EW EACH WAY

EXP EXPANSION

FDN FOUNDATION

FG FINISH GRADE

FOC FACE OF CONCRETE

FOS FACE OF STUD

FT FEET

F'C COMPRESSIVE STRESS FOR CONCRETE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HORIZ HORIZONTAL

HTS HEIGHTS

ID INSIDE DIAMETER

INFO INFORMATION

JT JOINT

LBS POUNDS

LD DEVELOPMENT LENGTH

LG LONG

LS REBAR SPLICE LENGTH

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MK. MARK

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

N NORTH

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NO. NUMBER

NTS NOT TO SCALE

NAVD NORTH AMERICAN VERTICAL DATUM

NEG NEGATIVE

NS NEARSIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PCC PRECAST CONCRETE

PL PLATE

PNL PANEL

POS POSITIVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

REINF REINFORCEMENT

REQ'D REQUIRED

RND ROUND

SCH SCHEDULE

SEC SECOND

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SPCS SPACES

SQ SQUARE

SST STAINLESS STEEL

STA STATION

STD STANDARD

STIFF STIFFENER

STL STEEL

SYM SYMBOL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

THK THICKNESS

TOB TOP OF BEARING

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TSL TOP OF SLAB

TYP TYPICAL

T/B TOP AND BOTTOM

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

WP WORKING POINT

WT WEIGHT

W/ WITH

WF WIDE FLANGE

WWF WELDED WIRE FABRIC

NOTES:

1. SPLICES FOR #14 AND LARGER BARS SHALL BE MADE BY MECHANICAL BUTT CONNECTIONS.

NO LAP SPLICES ALLOWED FOR #14 AND LARGER BARS.

2. SHOULD A CONFLICT OCCUR BETWEEN VALUES SHOWN IN THE ABOVE TABLES AND THE ACI 318

CRITERIA, ACI 318 CRITERIA SHALL GOVERN.

BAR DEVELOPMENT LENGTH (LD)

STRUCTURAL STEEL CONNECTIONS:

4" 12" 141

4" 19" 211 2" 241

4" 27"

63"

CLEAR COVER FOR HYDRAULIC CONCRETE STRUCTURES SHALL BE IN ACCORDANCE WITH TABLE 2.1 OF EM 1110-2-2104 AS INCLUDED BELOW. CLEAR COVER FOR NON-HYDRAULIC STRUCTURES TO BE IN

ACCORDANCE WITH ACI 318-14.

CONCRETE SECTION

UNFORMED SURFACES IN CONTACT WITH FOUNDATION 4

FORMED OR SCREEDED SURFACES SUBJECT TO CAVITATION OR

ABRASION EROSION SUCH AS BAFFLE BLOCKS AND STILLING BASIN SLABS

MAXIMUM CLEAR COVER

OF REINFORCEMENT (in.)

FORMED OR SCREEDED SURFACES SUCH AS STILLING BASIN WALLS,

CHUTE SPILLWAY SLABS AND CHANNEL LINING SLABS ON GRADE

4EQUAL TO OR GREATER THAN 24 in. THICK

EQUAL TO OR LESS THAN 12 in. THICK

GREATER THAN 12 in. AND LESS THAN 24 in. THICK

IN ACCORDANCE

WITH ACI 318

NOTE: IN NO CASE SHALL THE COVER BE LESS THAN 1.5 TIMES THE NOMINAL MAXIMUM SIZE OF

AGGREGATE OR 2.5 TIMES THE MAXIMUM DIAMETER OF REINFORCEMENT.

ADDITIONALY, REINFORCEMENT PARALLELING CONSTRUCTION JOINTS SHALL HAVE A MINIMUM OF

2 INCHES OF CLEAR COVER.

MINIMUM COVER FOR PRECAST ELEMENTS MANUFACTURED UNDER PLANT CONDITIONS SHALL

CONFORM TO THE GREATER OF THE VALUES SHOWN IN ACI 318-14, TABLE 20.6.1.3.3 OR 1 INCH

LAP SPLICES AND EMBEDMENT LENGTHS SHALL CONFORM TO THE REINFORCEMENT LENGTH

TABLES SHOWN ON THIS SHEET. FOR DIFFERENT BAR SIZES, ALL TOP BARS (BARS WITH MORE

THAN 12 INCHES OF CONCRETE BELOW HORIZONTAL REINFORCEMENT) SHALL HAVE THE

EMBEDMENT LENGTH AND LAP SPLICE LENGTH SPECIFIED IN THE REINFORCEMENT LENGTH

TABLES INCREASED BY A FACTOR OF 1.3. THE SPLICE LENGTH SHALL BE CLASS B AND BE BASED ON THE SMALLER BAR SIZE. SPLICES SHALL BE STAGGERED SO THAT NO MORE THAN ONE HALF

OF THE BARS SHALL BE SPLICED IN ANY ONE SECTION.

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND TIES AND BENT BARS

IN COLUMNS ARE TO START AND END AT A MAXIMUM OF ONE HALF OF THE ADJACENT BARS

SPACING. BAR SPACING SHOWN ON DRAWINGS ARE MAXIMUM SPACING DIMENSIONS.

170 MPH

CATEGORY IV

PARTIALLY ENCLOSED

ULTIMATE DESIGN WIND SPEED, V ULT (3 SECOND GUST) = 166 MPH * 1.02

PER SFWMD DESIGN GUIDELINES WIND LOADING ITEM 5

BUILDING RISK CATEGORY

EXPOSURE CATEGORY - CANAL SIDE OF S-625, S-626, S-627 AND S-628

EXPOSURE CATEGORY - RESERVOIR SIDE OF ALL STRUCTURES ADJACENT

TO THE RESERVOIR AND FEB SIDE OF

STRUCTURES ADJACENT TO THE FEB

ENCLOSURE CLASSIFICATION

ELEVATION DATUM

USE NAVD 88 U.S. SURVEY FEET (VERTICAL CONTROL).

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_S -0

W G

R . E

. K

G . R

O D

. R

C O

N C

E D

R U

S-002

NOTE 2

LS (SEE S-001)

1. USE AT ALL CORNERS FOR ALL CONCRETE MEMBERS INCLUDING THICKENED

SLAB ON GRADE, WALLS, CURBS, BEAMS, GRADE BEAMS AND SLABS, UNLESS

INDICATED OTHERWISE.

2. WATERSTOP LOCATION, IF REQUIRED.

ACI STD.

HOOK

-0

ACI STD.

HOOK

LS (SEE S-001)

-0

CORNER BAR DETAIL

NTS

S-002

STOP REINFORCEMENT

BARS AT JOINT

EXPANSION JOINT, SEE INDIVIDUAL

DRAWINGS FOR JOINT THICKNESS

FILL WITH EXPANSION JOINT

MATERIAL, SEE SPECIFICATIONS

CARRY

REINFORCEMENT

BARS THROUGH

JOINT

CARRY REINFORCEMENT

BARS THROUGH JOINT

9" PVC WATERSTOP

UNLESS OTHERWISE

NOTED

1 2 D 1 2 D

JOINT LINE (BONDED

JOINT SURFACE)

HORIZONTAL & VERTICAL CONSTRUCTION JOINT (CJ)

NTS

S-002

CARRY REINFORCEMENT

BARS THROUGH JOINT

CARRY

REINFORCEMENT

BARS THROUGH

JOINT

9" PVC

WATERSTOP

JOINT LINE (DEBOND

JOINT SURFACE

WITH

BOND BREAKER)1 2 D

1 2 D

CONTROL JOINT (CTJ)

NTS

S-002

WITH WATERSTOP (CRWJ)

NTS

CONTRACTION DOWELED JOINT

S-002

9" PVC WATERSTOP

NTS

S-002

WATERSIDE OF JOINT

STOP REINFORCEMENT

BARS AT JOINT

1'-6"

9" PVC

WATERSTOP

1 2 D 2"

SMOOTH DOWEL, Ø 11

2" x 36"

@ 12" OC, LIGHTLY GREASE

ONE HALF OF THE DOWEL,

SEE SPEC 03 20 00

JOINT LINE (DEBOND

JOINT SURFACE)

1 2 D

HOLLOW BULB

8" ID, 11

2" OD

3 16

1 4"

EXPANSION JOINT DETAILS (EJ)

NTS

S-002

SLAB WITH TOP REINF ONLY

NTS

CONSTRUCTION JOINT DETAIL (CTJT)

S-002

BARS THRU JOINT,

SAME SIZE AND

SPACING AS TOP BAR

CARRY REINFORCEMENT

BARS THROUGH JOINT

9" PVC WATERSTOP

UNLESS OTHERWISE

NOTED

1 2 D 1 2 D

LD LD

JOINT LINE (DEBONDED

JOINT SURFACE WITH

BOND BREAKER)

6" POLYVINYLCHLORIDE WATERSTOP

NTS

S-002

NOTES:

1. MINIMUM CLEARANCE (A OR B) BETWEEN REINFORCING STEEL AND

THE WATERSTOP SHALL BE TWICE THE MAXIMUM AGGREGATE SIZE.

2. USE 6" PVC WATERSTOP IN CASES WHERE USE OF 9" WATERSTOP

WOULD INTERFERE WITH THE REINFORCING.

1/ 4"

6"A

1" MIN.

3/ 8"

GENERAL NOTES:

1. TAKE ALL JOINT PARAMETERS FROM THE DETAILS SHOWN ON

THIS SHEET EXCEPT FOR REBAR SIZE AND ORIENTATION .

SEE DESIGN DRAWINGS FOR REBAR SIZE AND ORIENTATION

(WHICH DIRECTION BARS ARE RUNNING)

DRAFT

AutoCAD SHX Text

BULB (UNLESS OTHERWISE NOTED)

AutoCAD SHX Text

NOTE: PLUG HOLES OF EXPOSED ENDS OF ALL RUNS WITH WATERSTOP MATERIAL

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

.D W

C _B

&W .S

O D

Z, G

O N

R M

Y C

(U S)

VENT PIPE

6" DIA SCH 80

CPVC PIPE

C.J.

EL 40.0

HEADWALL

S-003

6" PVC SLIP FLANGE

CENTERED OVER HOLE

IN GATE THIMBLE

4 SST 3 8"

BOLTS @ 90°

TOP VIEW

FRONT VIEW

RAIL CLIP MK. S-003-2

MATL: SEE SPECIFICATION 35 20 17

S-003

SST C15x33.9

FACE OF HEADWALL

1' -3

12" SST

SST C15x33.9 CONT TYP

2'-1"

1'-31 2" ±1

16"

4" DIA SST ANCHOR

BOLT W/ WASHER,

NUT AND RAIL CLIP

@ 2'-9" OC

2" SST CONT

SST RAIL

CONT

3'-01 8"

2" SST AT TOP

OF HEADWALL

ALT POSITION HOLDDOWN

PL SWUNG 90° FOR COVER

PL REMOVAL/REPLACEMENT

(TYP)

71 2" 71 2"

6" 6"

1'-0"

SST C15x33.9

11" 11"

2'-73 4"

SST C15x33.9

SST HEADED ANCHOR

4"x1

2" (TYP)

BOTTOM OF BULKHEAD SLOT

1' -6

" SHIM (TYP)

SST C15x33.9

1' -6

2' -0

SST C15x33.9

P L 12" SST

SST C15x33.9

PL 1

2" SST

SST HEADED ANCHO

4"x1

2" (TYP)60

SST HEADED ANCHOR

4"x1

2" @ 12" OC (TYP)

4" DIA SST ANCHOR BOLT W/

WASHER AND NUT @ 2'-9" OC

RAILCL

TYP

SST RAIL

MK. S-003-2

(TYP)

SST RAIL

1 16

TOP OF

HEADWALL

4" DIA SST ANCHOR BOLT W/

WASHER AND NUT @ 2'-9" MAX

4" DIA SST ANCHOR

BOLT W/ WASHER AND

NUT @ 2'-9" MAX OC

2' -9

" M

O C

2' -9

" M

O C

2' -9

" M

O C

1' -0

C (T

MK. S-003-2 (TYP)

4" DIA SST ANCHOR

BOLT W/ WASHER AND

NUT @ 2'-9" MAX OC

4 1 4 "

2' -9

" M

O C

2" SST CONT

SST HEADED ANCHOR

4"x1

2" @ 12" MAX OC (TYP),

4" FIRST DIM TOP AND BOT

1'-31 2" ±1

16"

8" 47

4" (T

1' -0

C (T

1' -0

C (T

MACHINE BOLT, 12 Ø, 1 14" LG,

COUNTERSUNK, 1'-6" O.C

71 8"

2'-1"41 8"

4" 51

2" 11 4"

21 2"

R 1 2"

MAT'L: SEE SPECIFICATION 35 20 17

CONTRACTOR SHALL PROVIDE 3-18"

SHIMS AND 2-116" SHIMS FOR EACH

PAIR OF ANCHOR BOLTS.

41 4"

13 16

R 5 16 "

R1'-0"

R3 32" (TYP)

1" 1"

2"7 8"

16" 3

R 7 16 "

4' -0

1'-0" MIN

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

A N

D M

N S

D S

U C

S-003

DETAIL

NTS

S-003

CULVERT VENT PIPE DETAIL11

S-003 NTS

RAIL PROFILE DETAIL12

S-007 MATL: SEE SPECIFICATION 35 20 17

PLAN - BULKHEAD SLOT

NTS

S-003

SHIM DETAIL38

S-003 NTS

4" Ø THREADED ROD

EPOXY ANCHOR + NUT.

TOP OF ROD FLUSH W/

TOP OF NUT

STEEL WEB OF

C18 (38") OR PL (1

2")

IF APPLICABLE

FACE OF

CONCRETE

2" Ø CIRCULAR

WASHER SHIM PACK

W/ 2 - 18" THICK + 3 - 1

16"

THICK W/ 13

16" Ø HOLE

1 2" 1 16

ALUMINUM

DIAMOND

COVER PL

HOLDDOWN PL 12" X 2" X 7 12"

4" PL ATTACHED TO

UNDERSIDE OF

ALUM COVER PL NOTE:

ALL STEEL HOLDDOWN

PLATES, WASHERS,

THREADED ROD ANCHORS

AND NUTS TO BE ASTM A572,

GRADE 50, GALVANIZED.

SECTION-ALUMINUM DIAMOND PLATE HOLDDOWN

NTS

S-659

GENERAL SHEET NOTES

1' 2'0 6"

S-004 D

S-004 E

SECTION

B S-004

SECTIONC

S-004

PLAN

FRONT VIEW

PLATFORM

SUPPORT MK. S-004-2

QTY REQ'D 4

SECTION

NTS

E S-0041' 2'0 6"

1' 2'0 6"

1. HOLES FOR ANCHOR BOLTS SHALL BE SLOTTED.

2. PUMP GROUT INTO CENTER GROUT HOLES UNTIL GROUT

IS SEEN IN ALL HOLES.

3. PROVIDE LENGHTS AS SHOWN ON PLAN VIEWS, S-014.

S-004

S-004 B

S-004 C

PLATFORM IN HEADWALL SUPPORT INSTALLATION DETAIL

NTS

SECTION

NTS

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

.D W

C _B

&W .S

O D

Z, G

O N

R M

Y C

(U S)

2" 6" 6" 6" 31

R1"(TYP) 2'-1"

CL GROUT BLOCK OUT ,

BULKHEAD SILL, AND

BULKHEAD SLOT

CLCL

ANCHOR

BOLTS

2'-73 4"

2'-1"

1' -3

1 2"

'-1

1'-43 4"1'-43

1' -1

1 2" 1'

-1 1"

1' -1

'-6

'-8

1' -3

1 2"

1' -1

1" 1'

-1 1"

H O

4" SST PLATE

ANCHOR

BOLTS

8" 33

5" 5"

L4 x4 x3 x

'-6

1" DIA GROUT

HOLE (TYP)

P L

1' -1

1 2"

" x

8" x 2'

-6 1 2"

SST BAR 2" x 3 8" x 1'-12" (TYP)

SST L4 x 4 x 3 4 x12'-6"

1' -1

1" 1'

-1 1"

4" x1

5' -7

8" 8"

4" 61

2'-1"

SST PLATE

TYP

SST P 4" x 3 4" x 15'-1"SST 4" x 3 4" x 15'-1"

SST BAR 2" x 3 8" x 1'-01 2"

GROUT BLOCK OUT

4" DIA SST ANCHOR

BOLT, 15" x 8" W/ DOUBLE

NUTS AND WASHERS @

1'-8" OC (TYP)

1'-43 4" 1'-43

4"1

51 2"

1" DIA GROUT HOLES @

2'-0" OC LONGITUDINALLY

@ 1'-11" OC CENTERED

BETWEEN BARS

82'-73

2'-01 4" 2'-01

PLSST 4"x 3 4"x15'-1"

GROUT BLOCK OUT ,

BULKHEAD SILL AND

BULKHEAD SLOT

GROUT

BULKHEAD SLOT FRAME

SST PLATE

1" DIA GROUT HOLE

LONGITUDINALLY @

1'-11" OC CENTERED

BETWEEN BARS

TYP

SST BAR 2"x3

8"x2'-61 2"

@ 1'-11" OC

SST L4 x 4 x 3 4 x 12'-6"

2" 91

2" 91 2"

GALVANIZED L3x3x1

SST HEADED

ANCHOR

4"x1

2" DIA

@ 12" OC

3" 91 2"

GALVANIZED 3 4" DIA

ANCHOR BOLT W/ NUT

AND WASHER @ 9" OC

MK. S-004-2

TOP OF OPERATING

PLATFORM

'-6

7'-2"

8'-7"

L3x3x1

TYP 1

9' -3

L3x3x1

IN HEADWALL

D W

C E

L3x3x1

2IN HEADWALL

4"4"

SEE NOTE 3

GALVANIZED

L6x4x3

MK. S-004-2

16 DIA HOLES @ 9" OC

SST BAR

2"X3

4"X4"

'-6

7'-2"

8'-7"

TYP1

9' -3

IN HEADWALL

D W

C E

L3x3x1

2 IN HEADWALL

L3x3x1

FACE OF HEADWALL

4" 4"

SEE NOTE 3

SPACES @ 9"

MK. S-004-2

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

D S

A R

M O

U R

U C

S-004

OPERATING PLATFORM ARMOUR

(FEB SIDE) MK. S-004-3

QTY REQ'D 2NTS GALVANIZED

OPERATING PLATFORM ARMOUR

(RESERVOIR SIDE) MK. S-004-1

QTY REQ'D 2NTS GALVANIZED

DETAIL

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

.D W

C _B

&W .S

O D

Z, G

O N

R M

Y C

(U S)

GENERAL SHEET NOTES

ELEVATION SHOWING GATES - RESERVOIR SIDE

0 4' 8'2'

LAKE HEADWATER CANAL HEADWATER

LC OPENING

TYPICAL

RESERVOIR

SIDE

HEADWALL

6" SCH 80

PVC PIPE

SLIDE GATE

OPERATING PLATFORM

EL 36.0

CULVERT INVERT

S-624 EL 1.0

S-626 EL -3.0S-624 EL 0.0

S-626 EL -4.0

BOTTOM SEAL

ASSEMBLY

TOP SEAL

ASSEMBLY

'-0

" G

E O

(S -6

SLIP FLANGE

FITTING FOR

6" SCH 80 PVC

PIPE

SECTIONF

S-005 0 4' 8'2'

LC HAND WHEEL

EL 39.5

STEM

RIGHT GUIDE

ASSEMBLY

S-005 F

S-010 G

S-010 H

19'-3"

STEM

SLIDE GATE

LEFT GUIDE

ASSEMBLY

SLIDE GATE

OPERATING

PLATFORM

EL 36.0

OPERATING

PLATFORM

EL 36.0

TYPICAL

RESERVOIR

SIDE

HEADWALL

TYPICAL

LAKESIDE

HEADWALL

T R

0' -0

T R

0' -0

TOP OF OPENING

S-624 EL 11.0

S-626 EL 7.0

STEM-SEE

SPECIFICATION

FOR STEM GUIDES

TO LATERALLY

SUPPORT STEM

2'-0"

9' -1

SLIDE

GATE

ACTUATOR

POSITION SENSOR HOUSING

(SEE MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION)

(TYP)

C HAND WHEEL

EL 39.5

POSITION

SENSOR NOT

SHOWN FOR

CLARITY

C HAND WHEEL

EL 39.5

2'-0"

6'-0"

1. THE MAXIMUM OPERATING HYDRAULIC DIFFERENTIAL HEAD IS

39 FT.

2. SEE DWGS FOR GIVEN STRUCTURE.

3. SEE SHEET S-010 FOR ADDITIONAL NOTES

SEE MECHANICAL

DRAWINGS FOR

ADDITIONAL

INFORMATION

8'-0" 8'-0" 19'-3"

YOKE PLATFORM

SEE MECHANICAL

DWGS

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

-6

O N

A N

D S

O N

' x

D E

R U

S-005

WALL THIMBLE,

SEE WALL

THIMBLE DETAIL,

DWG NO S-007

5' -0

-0

"DRAFT

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

.D W

C _B

&W .S

O D

Z, G

O N

R M

Y C

(U S)

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

STEM

S-006 J

S-010 G

S-010 H

19'-3"

SLIDE

GATE

OPERATING

PLATFORM

EL 36.0

TYPICAL

RESERVOIR

SIDE

HEADWALL

LC OPENING

SLIDE GATE

OPERATING

PLATFORM

EL 36.0

CULVERT

INVERT

EL -3.0

EL -4.0

'-0

" G

E O

SLIP FLANGE

FITTING FOR

6" SCH 80

PVC PIPE

TYPICAL

RESERVOIR

SIDE

HEADWALL

6" SCH 80

PVC PIPE

SQUARE FLANGE

TO ROUND

OPENING F-TYPE

WALL THIMBLE,

SEE WALL

THIMBLE DETAIL,

DWG NO S-007

TOP SEAL

ASSEMBLY

BOTTOM SEAL

ASSEMBLY

SECTIONJ

S-006

ELEVATION SHOWING GATES - RESERVOIR SIDE

CAMERA

POLE

LIGHT

FIXTURE

OPERATING

PLATFORM

EL 36.0

TYPICAL

LAKESIDE

HEADWALL

LEFT

GUIDE

ASSEMBLY

SLIDE

GATE

T R

0' -0

TOP OF

OPENING

EL 7.0

RIGHT

GUIDE

ASSEMBLY

STEM-SEE

SPECIFICATION

FOR STEM GUIDES

TO LATERALLY

SUPPORT STEM)

C HAND WHEEL

EL 39.5

POSITION SENSOR HOUSING

(SEE MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION)

(TYP)

2'-0"

C HAND WHEELLC HAND WHEELL

2'-0"2'-0"

SLIDE GATE ACTUATOR

POSITION

SENSOR NOT

SHOWN FOR

CLARITY

C HAND WHEELL12

'-5

5 16

6'-0"

5' -0

'-0

TYPE SEE MECHANICAL

DRAWINGS FOR

ADDITIONAL

INFORMATION

16'-0" 16'-0" 19'-3"

5' -0

STEM

GENERAL SHEET NOTES

1. THE MAXIMUM OPERATING HYDRAULIC DIFFERENTIAL HEAD IS

39 FT.

2. SEE DWGS FOR GIVEN STRUCTURE.

3. SEE SHEET S-010 FOR ADDITIONAL NOTES.

YOKE PLATFORM

SEE MECHANICAL

DWGS

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

-6

O N

A N

D S

O N

' x

D E

R U

S-006

EL 39.5 EL 39.5

EL 39.5

T R

0' -0

T R

0' -0

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

.D W

C _B

&W .S

O D

Z, G

O N

R M

Y C

(U S)

0 2' 4'1'

FRONT VIEW

L3x3x3 8 x 16'-23

P 5"x3 8" x 16'-23

P 21 2"x 3 8" x 16'-23

'-6

11'-3"

- S

" O

C (T

C GATE

2"4"

1' -4

RIGHT

GUIDE

ASSEMBLY

J-BULB SEAL

J-BULB SEALBOTTOM

EDGE SEAL

L3x3x3 8x7'-41

S-008 M

S-008 K

S-008 N

S-008 L

S-008 P

S-008 Q

COPE L5x5x3 8 L5x5x3

8x11'-3"

- 3

8" -1 x

D W

/ W

N U

" O

-4

27 - 3 8" Ø BOLT W/ WASHER

@ 4 1/2" = 9'-9"

9 - 5 8" - 11x 31

2" STUDS @ 12" OC = 8'-0"

(TYP TOP & BOTTOM)

11" 11"

LEFT GUIDE

ASSEMBLY

GATE STOP

8" x1

2" A

N C

H O

R R

O D

W / W

D N

U T

6" O

8' -0

- 3

8" -1 x

D W

/ W

N U

" O

-4

8" -1 x

31 2" S

W / W

D N

U T

6" O

'-8

COPE L5x5x3

- 3

8" Ø

B O

/ W

D N

U T

" O C

0' -0

SEAL CLAMP BAR DETAIL

NTS

BOTTOM EDGE SEAL DETAIL

NTS

GATE STOP

NTS

J-BULB SEAL DETAIL

NTS

GATE GUIDE TRACK DETAIL

NTS

THIMBLE

(REF)

16" DIA HOLES

AS REQUIRED

SECTION - GATE THIMBLEAW

S-007

SECTIONAX

S-007

SECTIONAY

S-007

TYPICAL GATE THIMBLE

NTS

FRONT VIEW SIDE VIEW

TOP VIEW

CLEAT

'-0

10'-0"

INVERT

EL 4.0

1'-6" 8"

2'-4"

H O

O R

D S

T O

E W

10'-0"

'-0

4" S-007

S-007

2' -4

1' -4

CLEATOPENING FOR

SCH 80 PVC

VENT PIPE

FACE VIEW

P 3 4" x 4" (TYP)

CJP

'-0

10'-0"3 4"

LP 3 4" x 26" (TYP)

'-0

10'-0"8"(TYP)

8" (T

LP 11

2" x 8" (TYP)

'-4

11'-4" S-007

S-007

LP 11

2" x 8" (TYP)

LP 3 4" x 26"

BAR 3 4" x 4" BAR 3 4" x 4" L

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

' x

0' S

E G

U C

S-007

CJP

GRIND NS

FLUSH

WITH 1/4"

REINF

FILLET FS

CJP WITH

1/4" REINF

FILLET NS

& FS

CJP WITH

1/4" REINF

FILLET NS

& FS

CJP GRIND

FLUSH ON

CULVERT

OPNG SIDE

& 1/4" REINF

FILLET ON

CONCRETE

SIDE

CJP

GRIND

FLUSH NS

& FS

CJP GRIND

FLUSH ON

CULVERT

OPNG SIDE

& 1/4" REINF

FILLET ON

CONCRETE

SIDE

1 4"

1 4"13 8"

5 16 "21

1 4"

Ø 1 2"

R1 8" R 1

8 "DRAFT

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

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R G

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C O

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A-

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H C

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O R

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T1 1B

A2 _S

-0

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&W .S

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(U S)

L L

" M

D M

BOTTOM EDGE SEAL FLAT HEAD 3 8-16 x 1" SCREW (TYP)

FACE OF WALL

P 21 2" x 3 8" x20'-6"

GATE GUIDE TRACK L5x5x3 8x 11'-3"

8" Ø BOLT W/ WASHERS

AND NUT @ 8" OC

J-BULB SEAL

P 11 2"x 3 8"x 10'-2"

8"-11 x 31

STUD @ 16" OC

P 11 2"x 3 8"x 10'-2"

L5x5x3 8x 11'-3"

FLAT HEAD 3 8-16 x

1" SCREW @ 41

2" OC

FACE OF WALL

GATE STOP

J-BULB SEAL

L3x3x3 8x 10'-41

SEAL CLAMP BAR, LG 10'-2"

FACE OF WALL

P 5"x3 8"x 20'-6"

STIFFENER P 3 8" @ 8" OC

L4x3x3 8 x 20'-6"

GATE GUIDE TRACK,

LG 20'-6"

8" Ø BOLT W/ WASHERS

AND NUT @ 8" OC

P 21 2"x 3 8" x 20'-6"

SEAL CLAMP BAR,

LG 10'-6"

J-BULB SEAL

FACE OF WALL

P 6"x3 8"x 20'-6"

STIFFENER P 3 8" @ 8" OC

L4x3x3 8 x 20'-6"

GATE GUIDE TRACK, LG 20'-6"

P 21 2"x 3 8" x 20'-6"

8" Ø BOLT W/ WASHERS

AND NUT @ 8" OC

J-BULB SEAL

L3x3x3 8x 10'-41

FACE OF WALL

GATE STOP

GATE GUIDE TRACK

8" Ø BOLT W/ WASHERS

AND NUT @ 8" OC

P 21 2" x 3 8" x20'-6"

SST POST INSTALLED ADHESIVE

ANCHOR, 5 8"x12" ANCHOR ROD

W/ WASHER AND NUT @ 16" OC

8"-11 X 31

2" SST STUD W/

WASHER, NUT AND LOCK

NUT @ 12" OC SNUG

TIGHTEN BRINGING ALL

PLIES INTO FIRM CONTACT

AND LOCK WASHER

COMPLETELY FLAT

4" NEOPRENE GASKET

4" NEOPRENE

GASKET

8"-11 X 31

2" SST STUD W/

WASHER, NUT AND LOCK

NUT @ 16" OC SNUG

TIGHTEN BRINGING ALL

PLIES INTO FIRM CONTACT

AND LOCK WASHER

COMPLETELY FLAT

4" NEOPRENE

GASKET

4" NEOPRENE GASKET

8"-11 x 31

SST STUD @ 16" OC

8"-11 x 31

SST STUD @ 16" OC

4" NEOPRENE GASKET

8"-11 x 31

SST STUD @ 16" OC

4" NEOPRENE GASKET

8"-16 x 13

8" SST

BOLT W/ WASHERS,

NUT AND LOCK NUT

@ 4" OC SNUG

TIGHTEN BRINGING

ALL PLIES INTO FIRM

CONTACT AND LOCK

WASHER

COMPLETELY FLAT

8" Ø BOLT W/ WASHERS, NUT AND

LOCK NUT @ 41

2" SNUG TIGHTEN

BRINGING ALL PLIES INTO FIRM

CONTACT AND LOCK WASHER

COMPLETELY FLAT

LC GATE

EL 3.5

EL 14.0

SECTIONL

S-007 1' 2'0 6"

SECTIONK

S-007 1' 2'0 6"

8"-11 x 31

2" SST

STUD W/ WASHER,

NUT AND LOCK

NUT @ 12" OC

SNUG TIGHTEN

BRINGING ALL

PLIES INTO FIRM

CONTACT AND

LOCK WASHER

COMPLETELY

FLAT

INVERT

EL 4.0BOTTOM

EDGE SEAL

NON-SHRINK

GROUT

SECTIONQ

S-007 6"0 3" 1'

SECTIONP

S-007

6"0 3" 1'

SECTIONN

S-007 6"0 3" 1'6"0 3" 1'

11 4" 51 2"

'-0

10'-0"

GATE

OPENING

1 8"

11" 2"

COPE L5x5x3 8 61

2" COPE L5x5x3 8 61

11"

SECTIONM

S-007

THIMBLE

27'- 3 8" Ø BOLT W/ WASHER @ 4 12" = 9'-9" 35

9' - 5 8" - 11 x 31

2" SST STUDS @ 12" OC 11"

26 SPACES @ 41

2" = 9'-9" 35

9' - 5 8" - 11 x 31

2" SST STUDS @ 12" OC 11"

LC GATE

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

N A

N D

N S

' x

D E

R U

S-008

CJP GRIND

NS 3/16"

REINF

FILLET FS

CJP GRIND

NS 3/16"

REINF

FILLET FS DRAFT

D B

C H

D B

D R

B Y:

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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R S

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, 3

X-

-X

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M M

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H C

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-0

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&W .S

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(U S)

CGATE OPENING

C GATE OPENING

10'-6"

3'-6" 3'-6"

5'-15 8" 5'-15

10'-31 4"

'-8

1 4"

8" 13

10'-31 4"

10'-6"

31 2"

7- 1" DIA HOLES @ 18" OC = 9'-0"

'-8

1 4"

TYP

P 3 8"

P 3 8" (TYP)

P 3 8" SKIN PLATE

P 3 8"

8" 8"11 STIFFENERS @ 11" OC = 9'-2"

1' -6

3'-5" 3'-8" 3'-5"

L L

LP 3 8" (TYP)

1' -5

STRUCTURAL TEE (TYP)

P 3 8" (TYP) P 3 8" (TYP)

1' -0

8" 13

1" L8x4x1

TYP

L8 x4 x1 2

L8x4x1

8" 13

TYP

NDT

CJP, NDT, TYP

TYP, CJP,

NDT GRIND

FLUSH ON

SKIN

PLATE

SIDE

1'-9"

TYP

3 8

7'-0"

MC18x58 x 10'-31 4"

W/ MITERED ENDS MC18x58 x 10'-31 4"

W/ MITERED ENDS

MC18x58 x 10'-31 4"

W/ MITERED ENDS

LIFTING PLATE

P 2'-7"x1

2" x 7'-0" 1'

-0

1'-0"

STIFFENER

P 12 X 31

1'-9" 1'-9"1'-9"

TYP

7 14"

S-010

S-010 S

S-009 R

S-009 T

0 1' 2'6"

1' 2'0 6"

TOP VIEW SECTIONT

S-009

P 73 8" X 111

X 3 8" (TYP)

0 1' 2'6"

S-010

GENERAL SHEET NOTES

1. ALL GATE STEEL MATERIALS ARE ASTM A240/A240M UNS

S31603, (316L) UON.

11 STIFFENERS @ 11" OC = 9'-2" 8"

U C

8" O

'-8

1' -0

C GATE OPENINGL

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

N A

N D

N S

' x

D E

R U

S-009

LIFTING PLATE

P 2'-7"x1

2" x 7'-0"

STEM

TYPICAL

STRUCTURAL TEE

NOTE: PROHIBIT SPLICES IN THE SLIDE GATE SPEC.

SECTIONR

S-009

L8X4X1

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

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R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

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C _B

&W .S

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Z, G

O N

R M

Y C

(U S)

GENERAL SHEET NOTES

1. THE FULLY DRESSED WEIGHT OF THE GATE SHALL BE WELDED

ON THE TOP USING 4 INCH-TALL, PLAIN CAPITAL BLOCK

LETTERS/NUMBERS READING "[STRUCTURE DESIGNATION]

XX,XXX POUNDS." TO DETERMINE WEIGHT, WEIGH GATE,

INCLUDING ALL ATTACHEMENTS AND HARDWARE (ROLLERS,

SEALS, BLOCK & TACKLE), AFTER FABRICATION AND ROUND

WEIGHT UP TO THE NEAREST 100-POUND INCREMENT. FOR

TWO-SECTION GATES, TOTAL WEIGHT AND TOP SECTION WEIGHT

SHALL BE WELDED ON THE TOP SECTION AND THE BOTTOM

WEIGHT SHALL BE WELDED ON THE SECOND STIFFNER FROM

THE TOP OF THAT SECTION..

2. OPENING IN PLATFORM OPENING AND STEM PLATE CONNECTION

DETAILED ASSUMING A 4 1/2" DIAMETER STEM. CONTRACTOR

SHALL COORDINATE ACTUAL STEM DIAMETER AND ADJUST

ACCORDINGLY.

GATE STEM

P 12"L

MC18x58

L6x4x1

STIFFENER P 3 8"

STRUCTURAL TEE

L3x3x3

4" NEOPRENE GASKET

8-11 x 31

2" SST STUD

W/ WASHER AND NUT

GATE STOP

8"-16 SST

BOLT & NUT

SEAL CLAMP

BAR

J-BULB SEAL

NDT

STRUCTURAL TEE

STIFFENER P 3 8"

L8x4x1

L3x3x3

NON-SHRINK

GROUT

BOTTOM

EDGE

SEAL

8-11 x 31

2" SST

STUD W/ WASHER

AND NUT

'-0

" G

E O

4" NEOPRENE

GASKET

SECTION

NTS

51 2"

'-0

" G

E O

SLIDE GATE

SKIN P 3 8"

NDT

1 2"

STRUCTURAL TEE

NTS

S-005 S-006

TYP

P 3 8"

SKIN

PLATE

P 3 8"

7 14"

LP 3 8"

STRUCTURAL

TEE

L8x4x1

" 6"

LP 3 8"

SKIN

PLATE

LP 3 8"

STRUCTURAL

TEE BUILT UP

FROM PLATES

C GATE OPENING

STEM

P 2'-7"x1 2" x 7'-0"

43 16

MC18x58 x 10'-31 4"

ASTM A320 CLASS 2:

B8M: 7 8" DIA BOLT

W/ WASHERS AND

SELF LOCKING NUT

(TYP)

P 33 4"x3

4"x1'-2"

P 33 4"x3

4"x1'-2"

3 SIDES

LP 3 8"

2" TYP

MC18x58 x 10'-31 4"

W/ MITERED ENDS

LP 3 8"

P 3 8" SKIN

PLATE

STRUCTURAL

TEE

4"51

2"TYP

L6x4x1

31 4"

SECTION

NTS

S S-009

STEM

P 2'-7"x1 2" x 7'-0"

MC18x58 x 10'-31

4" W/

MITERED

ENDS

ASTM A320

CLASS 2: B8M:

8" DIA BOLT

W/ WASHERS

AND SELF

LOCKING NUT

(TYP)

NDT,

TYP

P 33 4"x3

4"x1'-2"

1' -6

10'-0" GATE OPENING 8"

STRUCTURAL TEE

SLIDE GATE

SKIN P 3 8"

L8x4x1

J-BULB SEAL

SEAL CLAMP BAR

8"-16 SST

BOLT & NUT

THIMBLE

8-11 x 31

2" SST

STUD W/ WASHER

AND NUT

4" NEOPRENE

GASKET

RIGHT GUIDE

ASSEMBLY

RIGHT GATE

GUIDE TRACK

1 8" 1 2"

4" 4"

S-010

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

A N

D S

O N

' x

0' S

E G

U C

S-010

LP 3 8"

MC18X58 X 10'-31

W/ MITERED ENDS

PJP

R 3 4"

R3 4"

R 3 4"R 3

4 "

DETAIL

NTS

S-010

DETAIL

NTS

S-010

DETAIL

NTS

S-010

DETAIL

NTS

S-010

DETAIL15

S-010 NTS

SECTIONG

S-005 NTS

S-006

7 14"

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

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R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

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C _B

&W .S

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Z, G

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(U S)

WIND PRESSURE TABLE NOTES:

1. DESIGN WIND PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF INTERNAL AND EXTERNAL PRESSURE)

APPLIED NORMAL TO ALL SURFACES.

2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE.

3. (+) POSITIVE VALUES ARE WIND TOWARDS THE SURFACE; (-) NEGATIVE VALUES ARE WIND AWAY FROM SURFACE.

CONTROL BUILDING WITH AND WITHOUT GENERATOR - WIND PRESSURES - COMPONENTS AND CLADDING

NOMINAL DESIGN WIND PRESSURES (PSF) ULTIMATE DESIGN WIND PRESSURES (PSF)

EFFECTIVE WIND AREA EFFECTIVE WIND AREA

10 SF 50 SF 100 SF 10 SF 50 SF 100 SF

ROOF ZONE

1' 21.5 -48.3 18.3 -48.3 17.0 -48.3 35.8 -80.5 30.6 -80.5 28.3 -80.5 1 21.5 -84.0 18.3 -71.2 17.0 -65.6 35.8 -140 30.6 -119 28.3 -109 2 21.5 -111 18.3 -94.3 17.0 -87.2 35.8 -185 30.6 -157 28.3 -145 3 21.5 -151 18.3 -118 17.0 -104 35.8 -252 30.6 -197 28.3 -173

WALL ZONE

4 52.7 -57.2 47.2 -51.7 44.9 -49.3 87.9 -95.4 78.7 -86.2 74.8 -82.2 5 52.7 -70.6 47.2 -59.6 44.9 -54.8 87.9 -118 78.7 -99.3 74.8 -91.4

STRUCTURAL DESIGN CRITERIA

ITEM VALUE

ULTIMATE DESIGN WIND SPEED

(Vult) FBC 2020 AND ASCE 7-16

NOMINAL DESIGN WIND SPEED

(Vasd) 132 MPH FBC 2020 AND ASCE 7-16

RISK CATEGORY SEE S-001 FBC 2020 AND ASCE 7-16

WIND EXPOSURE CATEGORY SEE S-001 FBC 2020 AND ASCE 7-16

ENCLOSURE CLASSIFICATION PARTIALLY

ENCLOSED FBC 2020 AND ASCE 7-16

INTERNAL PRESSURE

COEFFICIENT (Gcpi) ±0.55 FBC 2020 AND ASCE 7-16

ROOF LIVE LOAD 30 PSF

FLOOR LIVE LOAD 150 PSF

FLOOR DEAD LOAD 75 PSF (*) BASED ON MINIMUM 6" THICK

FLOOR SLAB

ALLOWABLE SOIL BEARING

PRESSURE

5000 PSF

* VALUE SHOWN DOESN'T INCLUDE WEIGHT OF FIXED EQUIPMENT.

SEE S-001

5 5

1' 1 2 1 2

3'-0"3'-0"

3'-0"

3'-0"Ɵ h h

0.6h

0.2 h 0.

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

' x

2' C

O N

W /O

O R

' x

C O

O L

G W

/ G

O R

U C

S, T

D F

S-011DRAFT

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text

%%UELEVATION - WALL WIND ZONE DIAGRAM

AutoCAD SHX Text

%%UPLAN - ROOF WIND ZONE DIAGRAM

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

W G

_B &W

R O

D R

Z, G O

M Y

ROOF PLAN

4'0 2' 8'

CONTROL BUILDING GENERATOR PLAN AT STRUCTURE S-626 AND S-629

4'0 2' 8'

22'-0"

'-0

2' -8

3'-0"8"2'-2"

22'-0"

4'-4"

C L

4" 4'

-0 " D

O O

1' -2

4'-0"

6" MIN (TYP)

6" (T

4"2'-11"

10'-0"

CONTROL ROOM

2'-8"x2'-8"

INTAKE

HOOD

ENGINE

GENERATOR

SET

4" (T

4" (TYP)

2'-2"x2'-2"

EXHAUST

HOOD

3'-0"x3'-0"

EXHAUST

HOOD

EXHAUST FAN

EF-02 SEE

MECHANICAL

DWGS

S-012 U-1

S-012 X-1 S-012

W-1 S-012

2'-8"x2'-8"

INTAKE

HOOD

GENERATOR

ROOM

DOUBLE

GANG

BOX

1'-6"x1'-6"

EXHAUST

HOOD

LOCK

BOX

DOUBLE

GANG

BOX

FLOOR BLOCKOUT

SEE SPECIFICATION

13 34 23

CONCRETE

APRON

LOCK

BOX

PORTABLE

LADDER

SECURING

SYSTEM

SEE

SPECIFICATION

13 34 23

12" EXHAUST

CORE HOLE

1'-6"x1'-6"

INTAKE

HOOD

3' -8

-4

CONTROL BUILDING PLAN AT STRUCTURE S-624, S-625 AND S-628

4'0 2' 8'

FLOOR

BLOCKOUT

3' -8

-4

4' -0

" D O

O R

1' -2

1'-6"x1'-6"

EXHAUST

HOOD

DOUBLE

GANG

BOX

LOCK

BOX

FLOOR

BLOCKOUT

6" MIN (TYP)

DOUBLE

GANG

BOX

S-012A X-2 11'-8"

4'-0"

1'-6"x1'-6" INTAKE

HOOD SEE

MECHANICAL DWGS

11'-8"

4'-4"4"

CONTROL ROOM

FLOOR BLOCKOUT

SEE SPECIFICATION

13 34 23

6" (T

C L

S-012A U-2

S-012A W-2

S-012A V-2

4" (TYP)4"

4" (TYP)

S-012 V-1

1' -4

-8

3' -9

1'-0"

4'-2"2'-6"

3' -8

1' -6

3'-0"

4'-0" DOOR

3' -8

1' -6

3'-0"

4'-2"2'-6"

4" (TYP)

4' -0

O N

C R

O N

4'-0"

CONCRETE

APRON

S-013

'-0

4'-0"

CONCRETE

APRON11

4" (T

S-012A W-2 N

, 2

N T1

1B A2

_S -0

D W

R . E

. K

G . R

O D

. R

' x

2' C

O N

W /O

O R

' x

C O

O L

G W

/ G

O R

U C

R P

S-011A

FOR S-626

FOR S-629

FOR S-625

FOR S-628

FOR S-624

RIGHT HAND DOOR SWING FOR S-629

RIGHT HAND

DOOR SWING

FOR S-629

PORTABLE

LADDER

SECURING

SYSTEM

SEE

SPECIFICATION

13 34 23

EXHAUST

FAN EF-01

SEE

MECHANICAL

DWGS

EXHAUST FAN

EF-01 SEE

MECHANICAL

DWGS

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

.D W

C _B

&W .S

O D

Z, G

O N

R M

Y C

(U S)

ELEVATION S-626 AND S-629W-1

S-011A

ELEVATION S-626 AND S-629AA

S-011A4'0 2' 8'

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

4'0 2' 8'

2'-2"x2'-2" OPENING

WITH HOOD FOR 20"

EXHUAST FAN

2'-6"x2'-6" OPENING

WITH HOOD FOR

GENERATOR SET

22'-0"

6' -9

O R

G S

3" Ø CORED HOLE

FOR LP GAS LINE

1' -4

PORTABLE LADDER

SECURING SYSTEM

SEE SPECIFICATION

13 34 23

6" S

'-0

2'-6"x2'-6" OPENINGS

WITH INTAKE AIR

HOODS

2' -6

1'-8"x1'-4" CONCRETE PERIMETER FOOTING

(TYP) SEE SHEET S-25 FOR FOUNDATION

DETAILS

2" THICK LAYER

OF #57 STONE

IN COMPOUND

AREA (TYP)

12" Ø CORED HOLE

FOR INSULATED

EXHAUST WALL

THIMBLE

MODULAR PRECAST

CONTROL BUILDING

PORTABLE LADDER

SECURING SYSTEM SEE

SPECIFICATION 13 34 23

LOCK

BOX

3' -0

2' -6

4'-0"x7'-0" DOOR

AND FRAMES

1'-6"x1'-6" OPENING

WITH INTAKE AIR HOOD

4'-0"x7'-0" DOOR

AND FRAMS

LOCK

BOX

1'-8"x1'-4" CONCRETE PERIMETER FOOTING

(TYP) SEE SHEET S-013 FOR FOUNDATION

DETAILS

1'-6"x1'-6" OPENING WITH

HOOD FOR 12" EXHAUST

FAN EF-02

2" THICK LAYER OF

#57 STONE IN

COMPOUND

AREA (TYP)

CAST-IN-PLACE, DOUBLE

GANG BOX WITH COVER

AND 3#4" CONDUIT TO

INTERIOR SPACE FOR

FUTURE USE

ELEVATION S-626 AND S-629U-1

S-011A

ELEVATION S-626 AND S-629V-1

S-011A 4'0 2' 8'

'-0

1/4" FT/SLOPE 1/4" FT/SLOPE

2" THICK LAYER

OF #57 STONE

IN COMPOUND

AREA (TYP)

1'-8"x1'-4" CONCRETE PERIMETER

FOOTING (TYP) SEE SHEET S-013

FOR FOUNDATION DETAILS

2" THICK LAYER

OF #57 STONE

IN COMPOUND

AREA (TYP)

1'-8"x1'-4" CONCRETE PERIMETER

FOOTING (TYP) SEE SHEET S-013

FOR FOUNDATION DETAILS

22'-0"

6" THICK CONCRETE

APRON SEE DETAIL,

SHEET S-013

1'-8"x1'-4" CONCRETE PERIMETER FOOTING (TYP)

SEE SHEET S-25 FOR FOUNDATION DETAILS

1/4" FT/SLOPE 1/4" FT/SLOPE

2'-0"

7' -0

3' -1

7' -0

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

' x

2' C

O N

W /O

O R

' x

C O

O L

G W

/ G

O R

U C

N S

S-012

DOOR SWING DIRECTION

IS AS SHOWN FOR S-629

AND OPPOSITE FOR S-628

ELEVATION S-626 AND S-629X-1

S-011A

DOOR SWING DIRECTION

IS AS SHOWN FOR S-629

AND OPPOSITE FOR S-628

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

W G

_B &W

R O

D R

Z, G O

M Y

ELEVATION S-624, S-625 AND S-628X-2

S-011A4'0 2' 8' 4'0 2' 8'

11'-8"

PORTABLE LADDER

SECURING SYSTEM

SEE SPECIFICATION

13 34 23

PORTABLE LADDER

SECURING SYSTEM

SEE SPECIFICATION

13 34 23

2' -6

1'-6"x1'-6" OPENING

WITH INTAKE AIR HOOD

4'-0"x7'-0" DOOR

AND FRAMS

LOCK

BOX

1'-8"x1'-4" CONCRETE PERIMETER FOOTING

(TYP) SEE SHEET S-013 FOR FOUNDATION

DETAILS

CAST-IN-PLACE, DOUBLE

GANG BOX WITH COVER AND

3#4" CONDUIT TO INTERIOR

SPACE FORFUTURE USE

ELEVATION S-624, S-625 AND S-628V-2

S-011A 4'0 2' 8'

1/4" FT/SLOPE 1/4" FT/SLOPE

2" THICK LAYER

OF #57 STONE

IN COMPOUND

AREA (TYP)

1'-8"x1'-4" CONCRETE PERIMETER

FOOTING (TYP) SEE SHEET S-013

FOR FOUNDATION DETAILS

2" THICK LAYER

OF #57 STONE

IN COMPOUND

AREA (TYP)

1'-8"x1'-4" CONCRETE PERIMETER

FOOTING (TYP) SEE SHEET S-013

FOR FOUNDATION DETAILS

11'-8"

6" THICK CONCRETE

APRON SEE DETAIL,

SHEET S-013

1'-8"x1'-4" CONCRETE PERIMETER FOOTING (TYP)

SEE SHEET S-25 FOR FOUNDATION DETAILS

3' -1

ELEVATION S-624, S-625 AND S-628W-2

S-011A

4'0 2' 8'

ELEVATION S-624, S-625 AND S-628U-2

S-011A

7' -0

N O

, 2

N T1

1B A2

_S -0

D W

R . E

. K

G . R

O D

. R

' x

2' C

O N

W /O

O R

' x

C O

O L

G W

/ G

O R

U C

N S

S-012A

1'-6"X1'-6"

OPENING WITH

HOOD FOR 12"

EXHAUST FAN

EF-02

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

X-

-X

+M M

M M

M Y

T D

W P9

-2 4-

R -0

R G

G P

R O

T (C

C O

B, E

A-

N D

O U

U C

H C

O U

, F

O R

C :\U

S\ K3

G R

C N

T1 1B

A2 _S

-0

.D W

C _B

&W .S

O D

Z, G

O N

R M

Y C

(U S)

FOUNDATION PLAN S-626 AND S-629 (CONCRETE FOOTING)

FOUNDATION SECTION BA

S-013

0 2' 4'1'

1' 2'0 6"1' 2'0 6" 1' 2'0 6"

22'-0" (TOLERANCE = 0", -14")

'-0

1 4"

1' -8

CONCRETE FOOTING

1'-4"

3" CLR (TYP)

3" C

FINISH

GRADE

ELEVATION

VARIES

6" FLOOR

BLOCKOUT

2' -0

" M

2' -4

" M

2' -8

" M

1" Ø ELEC CONDUIT

2" Ø ELEC CONDUIT

3" Ø ELEC CONDUIT

CONCRETE

FOOTING

FINISH GRADE

SLOPE 14"

PER FOOT

4" CHAMFER

T.O.C. 1" MIN, 3" MAX

ABOVE FINISH GRADE

SEE CIVIL FOR GRADE

ELEVS

WWF

6x6-W1.4xW1.4

TOP OF SLAB FLUSH

WITH FINISH FLOOR

PRECAST BUILDING

BEYOND

UNDISTURBED OR

COMPACTED SOIL

4" MIN CRUSHED

STONE

PERIMETER

FOOTING

2" EXPANSION

JOINT2"

8" 8"

1' -0

" 1

FINISH

GRADE

5" MIN

COVER

CAST-IN-PLACE CONCRETE

PERIMETER FOOTING

NOTE:

CONTRACTOR SHALL CLOSELY

COORDINATE WITH ELECTRICAL

AND FOUNDATION SUBS TO ENSURE

CONDUITS ARE ACCURATELY SIZED

AND PLACED PRIOR TO POURING

CONCRETE INTO THE FORMS.

2 #7 CONT T/B

AND #3

STIRRUPS AT

1'-6" OC

S-013

6" PRECAST

BUILDING

FLOOR SLAB

PRECAST BUILDING

WALL PANEL

NEOPRENE

BEARING PAD

SEE GENERAL

NOTES 1

4'-0"

HORIZONTAL

REINF. (TYP)

AT S-624, S-625 AND S-628

NOTE:

APRON NOT SHOWN

THIS SECTION AS

INTENDED TO SHOW

GENERAL CONDITION.

CONCRETE APRON-PROVIDE AT EACH EXTERIOR DOORDL

S-011A

CAST-IN-PLACE CONCRETE

PERIMETER FOOTING

S-013

11'-8" (TOLERANCE = 0", -14")

'-0

1 4"

FOUNDATION PLAN S-624, S-625 AND S-628 (CONCRETE FTG)

0 2' 4'1'

CONDUIT PENETRATION1

S-013

#4 CONT

(TYP EACH

END)

N O

, 2

N T1

1B A2

_S -0

W G

R . E

. K

G . R

O D

. R

' x

2' C

O N

W /O

O R

' x

C O

O L

G W

/ G

O R

U C

O U

N D

N S

S-013

FINISHED FLOOR ELEVATIONS:

S-624: EL 46'-6"

S-625: EL 42'-6"

S-626: EL 46'-6"

S-628: EL 46'-6"

S-629: EL 15'-3"

GENERAL SHEET NOTES

1. PROVIDE NEOPRENE BEARING PADS AT CROWNS, VALLEYS

AND CORNERS OF PERIMETER BEAM, WITH ALL OTHER PADS

EQUALLY SPACED,IN ACCORDANCE WITH BUILDING

FABRICATOR'S RECOMMENDATIONS.

2. ANCHOR PLATES TO BE SUPPLIED BY MANUFACTURER AND

USED AT MANUFACTURER SPECIFIED TIE-DOWN LOCATIONS

(MIN 4 PER BUILDING).

S-014

2'0 1' 4'

S-014

GENERAL SHEET NOTES

1. ALL HARDWARE AND FASTENERS USED SHALL BE HOT-DIP

GALVANIZED, SEE SPEC 05 50 15.

2. CONTRACTOR SHALL COORDINATE OPENINGS IN THE

GRATING AROUND THE SLIDE GATE FRAME AND SLIDE GATE

STEM WITH GATE MANUFACTURER. BAND ALL OPENINGS.

3. MK. S-004-2 ANGLE AND C8X11.5 MAY NEED TO BE

DISCONTINUED DUE TO INTERFERENCE WITH YOKE UPRIGHT

AND WIDE FLANGE BEAMS. DETAILER TO MINIMIZE DISTANCE

THAT THESE MEMBERS ARE DISCONTINUED.

TYPICAL GRATING PLAN (RESERVOIR SIDE)

2'0 1' 4'

TYPICAL GRATING PLAN (CANAL SIDE)

D B

C H

D B

D R

B Y:

C O

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File details come from the government source that posted it. Updated Dec 15, 2023.