A07D-PLANS_20170613-Part_2_of_2.pdf

GROUND SURFACE

DRIVE POST 18" BELOW

EQUAL - 5’ MIN. LENGTH.

WOODEN POST OR APPROVED

34" MAX.

16" MIN.

APPROVED EQUAL

WOODEN POST OR

END OF FABRIC

OF FABRIC

10" BURIED END

GROUND LINE

FABRIC

OVERLAPPING

END OF

EARTH BACKFILL

FABRIC

FILTER

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STAKE

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FLOW

ROWS OF WATTLE TUBES (TYP.)

STAGGER JOINTS BETWEEN

TUBES 12" MIN.

OVERLAP WATTLE

(SEE MFR. REQUIREMENTS)

ENTIRE LENGTH

AND 4’ MAX. O.C. ALONG

STAKE AT EACH END

WATTLE TUBES

OVERLAPPING

(MIN. 1.5" x 1.5")

WOOD STAKE

STAKING DETAIL SECTION C-C

SECTION C-C

OVERLAP SEE

FOR STAKING OF

SEE STAKING DETAIL

FOR STAKE INSTALLATION

TUBE

WATTLE

MIN.

2"

(TYP.)

24"MIN.

(TYP.)

24"MIN.

AC / 100’ WATTLE

MAX. DISTURBED AREA=

STRAW WATTLE - PLAN VIEW FOR SLOPE APPLICATION

ORIGINAL GRADE

FILTER MATERIAL 2" CRUSHED AGGREGATE

SECTION A-A

NOT TO SCALE

12" MINIMUM

A

A

12’ MINIMUM

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IN

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A V

MATCH EXISTING GRADE

NOT TO SCALE

PLAN

20’ RADIUS

GREATER

VEHICLE TIRE, WHICHEVER IS

THE LARGEST CONSTRUCTION

THE CIRCUMFERENCE OF

’50’ MINIMUM, OR 4 TIMES

NOT TO SCALE

CONSTRUCTION ENTRANCE/EXIT DETAIL

NOT TO SCALE

6’ MAX.

RUNOFF

SILT FENCE DETAIL

4"6"

RUNOFF

SECURED AT A SUPPORT POST.

6" MINIMUM OVERLAP AND BE

SPLICED JOINTS SHALL BE A

NOTE:

C-505

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6. FIELD ADJUSTMENTS ALLOWED AS NECESSARY TO ENSURE PROPER PLACEMENT AND FUNCTION.

CONTROL FEATURES.

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

4. ESTIMATED QUANTITY OF STRAW WATTLE AND SILT FENCE ARE INDICATED ON THE BID SHEET.

OF THE LEVEE. NO SILT FENCE IS PERMITTED ON THE RIVERSIDE OF THE LEVEE.

3. STRAW WATTLE SHALL BE PLACED DOWNSLOPE OF DISTURBED AREAS ON THE RIVERSIDE

GROUND IN ORDER TO MINIMIZE DAMAGE OR REMOVAL BY WIND OR WATER.

2. CONTRACTOR MAY USE A ROLLER TO PRESS STRAW OR MULCH INTO THE EXISTING

LONGER THAN 21 DAYS.

14 DAYS OF EITHER CONSTRUCTION ACTIVITY COMPLETION OR A TEMPORARY CEASE

DENUDED OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES AS SPECIFIED WITHIN

1. MULCH OR SEEDING (TEMPORARY OR PERMANENT) WILL BE APPLIED TO ALL EARTH

NOTES:

FOR SOLICITATION

PAINTED WHITE

PLYWOOD

LAG SCREWS

WOOD POST

LETTERS

STAPLES

EARTHEN BERM

EARTHEN BERM

FABRIC

GEOTEXTILE

PERMEABLE

.0

.0

GROUT FILL AND WASH

FINISH GRADE

CONCRETE FOOTING

2.0’ DIA. MIN.

Fy = MIN. 60 KSI

8" DIA. STEEL PIPE (WALL THICKNESS 1/2")

.0

2.0’

.5

4.5’

LEVEE CROWN

LEVEE BASELINE

GATEWELL STRUCTURE

8" STEEL BOLLARD

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US Army Corps

ID

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FABRIC

GEOTEXTILE

PERMEABLE

WASHOUT

CONCRETE

V A

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IA

B L

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VARIABLE

N.T.S.

PLAN VIEW

N.T.S.SCALE:

SECTION A

A

EQUIVALENT)

CONCRETE WASHOUT SIGN (OR

N.T.S.

BERMS

"ABOVE GRADE" WITH EATHERN

CONCRETE WASHOUT - TYPE

A

WASHOUT FACILITY.

AREA SHALL BE INSTALLED WITHIN 5FT.OF THE

2. SIGNAGE IDENTIFYING THE CONCRETE WASHOUT

1. ACTUAL LAYOUT DETERMINED IN THE FIELD.

EROSION CONTROL PLAN LEGEND:

WASHOUT

CONCRETE

CONCRETE WASHOUT

NOTES:

2" CLEAR

N.T.S.

PROTECTIVE BOLLARD (TYP.)

N.T.S.

PROTECTIVE BOLLARD PLAN

TYPICAL, BOTH SIDES

NOTE: DIMENSIONS ARE

OPERATOR MANUFACTURER.

SIZE AND LOCATION WITH GATE

GATE OPERATOR. COORDINATE

GALVANIZED PIPE INSERT FOR

SHEETS FOR DETAILS

GRATING, SEE STRUCTURAL

PIPE SLEEVE AND RCP

C/L OF GATEWELL

"4

W/ STEM GUIDE (2 REQ’D)

NEW WALL BRACKET

AND GREASE ZERK FITTINGS.

NEW GATE OPERATOR W/ GREASE FLANGE

STEM COVER (ONE REQ’D)

5" SLOTTED GALVANIZED STEEL

LANDSIDE RIVERSIDE

NEW 48" SLUICE GATE

NEW F-TYPE THIMBLE

1’-0"

NEW 48" SLUICE GATE

NUT SHOULD FACE RIVERSIDE.

AND GREASE ZERK FITTINGS. OPERATING

NEW GATE OPERATOR W/ GREASE FLANGE

STEM COVER (ONE REQ’D)

NEW 5" SLOTTED GALVANIZED STEEL

EPOXY GROUT PAD

& 1" THICK NON-SHRINK

NEW BASE FLANGE W/ STEM GUIDE

STEEL STEM

NEW 2 1/2" STAINLESS

4’-0"4’-0"

FOR PIPE DETAILS.

SEE CIVIL DRAWINGS

OPENING FOR RCP,

48" DIA. PIPE

W/ STEM GUIDE (2 REQ’D)

NEW WALL BRACKET

EL. 306.0

TOP OF FOOTING

EL. 337.0 EL. 337.0

TOP OF GATEWELL

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ID

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WITH BASE FLANGE, AND GALVANIZED STEEL STEM COVER.

STOP NUT, STEM GUIDES, WALL BRACKET, COMPLETE

SLUICE GATE, NEW OPERATOR, LIFT NUT, LIFT PEDESTAL,

THE CONTRACTOR SHALL FURNISH AND INSTALL NEW

PAINT. THE PAINT SHALL BE GRAY COLOR.

IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDED

THE CONTRACTOR SHALL PAINT THE NEW GATE OPERATOR

THE GATE LIFT.

NEW STAINLESS STEEL ANCHOR BOLTS FOR SECURING

THE CONTRACTOR SHALL FURNISH AND INSTALL

CRANK NUT ON OPERATOR SHALL BE 2" SQUARE.

OPENING IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

F-TYPE THIMBLE SHOULD HAVE A SQUARE FLANGE AND ROUND

NOTES

1.

2.

3.

4.

5.

GATEWELL PLAN VIEW

SCALE: 3/8" = 1’-0"

SCALE: 3/8" = 1’-0"

SECTION BSECTION A

SCALE: 3/8" = 1’-0"

/8

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M-101

A

M-100

B

M-100

A

M-100

B

M-100

B C

D

(PIVOT RADIUS)

FLAP GATE LINKAGE

SCALE: 1/4" = 1’-0"

FRONT VIEW

STAINLESS STEEL J-TYPE BOLT (4 PLACES)

FLAP GATE (DIA.)

2.

1.

FLAP GATE NOTES

3.

BE VERIFIED WITH THE MANUFACTURER.

STAINLESS STEEL LINKS AND BOLTS, AND BRONZE SEATING FACES. MATERIALS CONFIGURATION SHOULD

48" GATE SHALL BE PROVIDED WITH AN ALUMINIUM SEAT AND COVER, AS WELL AS

BOLTED DIRECTLY TO THE HEADWALL WITH EPOXY ANCHORS AS SHOWN ON S-302

18" FLAP GATE SHOULD BE PROVIDED WITH CAST IRON SEAT AND COVER AND SHOULD BE

FLAP GATE SHOULD BE SUITABLE FOR OPERATION ON 50’ MAXIMUM SEATING HEAD.

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ID

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SIDE VIEW

SCALE: 1/4" = 1’-0"

FLANGED FLATBACK FLAP GATE

LIFTING EYE

SCALE: 1/4" = 1’-0"

FLAP GATE LINKAGE

FLAP GATE ASSEMBLY

HEAD WALL

(HEAD WALL MOUNTING)

FLATBACK GATE

SIDE VIEW

48" RCP PIPE

FLAP GATE LINKAGE

FLAP GATE ASSEMBLY

HEAD WALL

18" CAST IRON PIPE

SCALE: 1/4" = 1’-0"

(HEAD WALL MOUNTING)

FLATBACK GATE

SIDE VIEW

DIA. A B C D

48"

18"

DIMENSIONS

59.5"

24.75"

29.75"

12.5" 15.75"

37.75"

25.00"

61.75"

/4

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M-102 s h e e t_ s e e d .d g n

S-001

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(THESE NOTES APPLY TO SHEET NUMBERS S-101 THROUGH S-506)

STRUCTURAL NOTES

PER ACI 318-11

TABLE OF REINFORCEMENT EMBEDMENTS AND SPLICES

MULTIPLIED BY 1.2.

LESS THAN 3d OR CLEAR SPACING LESS THAN 6d. ALL OTHER EPOXY COATED BARS SHALL BE

MULTIPLY LENGTHS SHOWN BY 1.5 (1.3 FOR TOP BARS) FOR EPOXY COATED BARS W/ COVER5.

IS CAST BELOW THE REINFORCEMENT.

TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE4.

STRESS IN THE BARS.

CLASS ’B’ LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM 3.

AREA PROVIDED IS AT LEAST TWICE THAT REQUIRED.

SAME LOCATION OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT

CLASS ’A’ LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF THE BARS AT THE2.

LENGTHS BASED ON ACI 318-11, SECTION 12.2.3.

TABLE PRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE1.

TABLE NOTES:

#9

#7

#8

5d

2.54 TO 3.81

3.81 TO 6.35

2.26 TO 3.38

3.38 TO 5.64

#5

#6

2.82 TO 4.23

4.23 TO 7.05

7.05 AND ABOVE

TOP BARSOTHER BARS

53 5240 41

CONCRETE COMPRESSIVE STRENGTH:

REINFORCING YIELD STRENGTH:

4500 psi

60 ksi

53 68

5d

3d

3d

4d

3d

4d

4d

5d

4d

5d

3d

5d

1 1/2 TO 2 1/4

2 1/4 TO 3 3/4

1 1/4 TO 1 7/8

1 7/8 TO 3 1/8

2 TO 3

3 TO 5

1 3/4 TO 2 5/8

2 5/8 TO 4 3/8

5d

3d

3d

4d

3d

4d

4d

5d

0.20

3d

1 1/2 AND ABOVE

2 1/2 AND ABOVE

4d

5d

3/4 TO 1 1/8

(IN.)(IN.)(INCHES) (IN.)(IN.)(IN.) (IN.)(IN.)

1 1/2 TO 2 1/2

#3

1 1/8 TO 1 1/2

1 TO 1 1/2#4

3d

4d

0.11

1/2

5d

3/8

14 19

29 37

14 19

17 22

21 28

3 1/8 AND ABOVE

3 3/4 AND ABOVE

1.56

5.64 AND ABOVE

6.35 AND ABOVE

4 3/8 AND ABOVE

5 AND ABOVE

0.31

0.44

#10

#11

1.00

1.27

0.60

0.79

5/8

1.13

1.27

3/4

7/8

1.41

2 3

(IN. )

2 3

SIZE

BAR

CENTER BAR SPACING

MIN. CENTER TO

LENGTH

EMBEDMENT

MINIMUM

(d)

DIA.

(A)

AREA

LENGTH

SPLICE

CLASS ’A’

LENGTH

SPLICE

CLASS ’B’

LENGTH

EMBEDMENT

MINIMUM

LENGTH

SPLICE

CLASS ’A’

LENGTH

SPLICE

CLASS ’B’

INTERFACE SHALL BE ROUGHENED TO A FULL AMPLITUDE OF ABOUT 1/4IN.

10. WHEN CONCRETE IS PLACED AGAINST PREVIOUSLY HARDENED CONCRETE, THE

GROUT. SEE SPECIFICATIONS.

9. EPOXY GROUT AT CLOSURES SHALL BE 9,000 PSI NON-SHRINK EPOXY, NON-METALLIC

BE CLASS B TENSION SPLICES. SEE TABLE ON THIS SHEET.

8. LAP SPLICES FOR REINFORCING BARS, UNLESS OTHERWISE SHOWN, SHALL

FORMED SURFACES SHALL HAVE A CLASS "D" FINISH.

7. ALL EXPOSED FORMED SURFACES SHALL HAVE A CLASS "B" FINISH. ALL OTHER

WITH TENSION LAP.

6.1 CORNER BARS AT ALL CORNERS OF CONCRETE TO MATCH HORIZONTAL REINFORCING

IN THE STRUCTURAL PLANS.

6. PROVIDE THE FOLLOWING ADDITIONAL REINFORCING UNLESS OTHERWISE CALLED FOR

5. DO NOT SAW CUT CONTROL JOINTS IN INLET OR OUTLET SLABS.

CONCRETE STRUCTURES.

4. A CHAMFER OF 3/4" SHALL BE MADE AT ALL EXPOSED CORNERS OF CAST-IN-PLACE

SEE SPECIFICATIONS FOR FREQUENCY AND NUMBER OF CYLINDERS REQUIRED.

3. APPROVED TESTING LABORATORY SHALL SAMPLE AND TEST ALL CONCRETE CAST.

ALL CAST-IN-PLACE : 4,500 PSI

2.1 NORMAL WEIGHT STRUCTURAL CONCRETE :

COMPRESSIVE STRENGTH :

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 28-DAY

1. CONCRETE WORK SHALL CONFORM TO ACI 318-11 AND EM 1110-2-2104, WITH CHANGE 1.

II. CONCRETE

CASTING OF CONCRETE IN FOUNDATIONS.

PLANS AND SPECIFICATIONS PRIOR TO FORMING, PLACING OF REINFORCING, AND/OR

3. FOUNDATION FILLS SHALL BE PROPERLY COMPACTED IN ACCORDANCE WITH THE CIVIL

LOAD CASE 2: IN SERVICE: 3760 PSF.

LOAD CASE 1b: DURING CONSTRUCTION SEISMIC: 2890 PSF AND

TWO LOAD CASES. LOAD CASE 1a: DURING CONSTRUCTION WIND: 3850 PSF;

CAPABLE OF SUPPORTING 1700 PSF. THE GATEWELL STRUCTURE WAS DESIGNED FOR

1,000 PSF FOR WHILE THE CULVERT OUTLET STRUCTURE IS DESIGNED TO BEAR ON SOIL

2. PUMP OUTLET STRUCTURE ARE DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING

REPORT PREPARED BY USACE-MVM-EC-G, DATED MARCH 2017.

1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL

IV. FOUNDATION

6. ALL CONTINUOUS REINFORCING STEEL SHALL BE LAPPED USING A CLASS "B" TENSION LAP.

5. SLAB REINFORCING SHALL BE CONTINUOUS, TIED AND SUPPORTED ON CHAIRS.

ii. FORMED SURFACE : 2"

i. CAST AGAINST EARTH : 3"

(B) SECTION NOT EXPOSED TO ACTION OF WATER

iv. UNFORMED SURFACES : 6"

iii. FORMED SURFACE -SECTION LESS THAN 24 INCH : 3"

ii. FORMED SURFACE -SECTION 24 INCHES OR GREATER : 4"

i. UNFORMED SURFACES IN CONTACT WITH FOUNDATION : 4"

(A) SECTION EXPOSED TO ACTION OF WATER

STEEL SHALL BE AS FOLLOWS:

4. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MINIMUM COVER FOR REINFORCING

THE STRUCTURAL ENGINEER.

DOCUMENTS. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY

3. REINFORCEMENT SHALL BE SPLICED ONLY AS SHOWN OR NOTED IN THE STRUCTURAL

SECTIONS, ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.

AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE

2. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60,U.N.O..

III. REINFORCEMENT

RESISTING STRUCTURAL SYSTEM NEED BE SATISFIED.

WHERE R=2.5 IS USED, ONLY THE REQUIRED DEALING WITH THE STRENGTH OF SEISMIC

UNLESS SYSTEM IS DETAILED IN ACCORDANCE WITH THE PROVISIONS OF ASCE/SEI 7-10.

13. THE R FACTOR FOR THE GATEWELL TEMPORARY BRACING SYSTEM SHALL NOT EXCEED 2.5,

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

6" LONG.

11. ALL CONNECTIONS NOT SPECIFICALLY DETAILED SHALL BE A MINIMUM 1/4" FILET WELDS,

10. ALL GROOVE WELDS SHALL BE CPJ WELDS, UNO.

MATERIALS FOR WELDING GALVANIZED MATERIAL.

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

AS NECESSARY.

8. 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 STANDARDIZED, UNLESS NOTED OTHERWISE.

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

7. 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

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

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

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

CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS.

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

STEEL BUILDINGS" (FEBRUARY, 2012).

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

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

UNLESS NOTED OTHERWISE.

2.2 ANCHOR RODS SHALL BE HEADED TYPE CONFORMING TO ASTM F1554-36, GALVANIZED,

GRADE A325 BOLTS, GALVANIZED, U.N.O..

2.1 BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH 3/4" DIAMETER ASTM F3125,

2. BOLTS AND ANCHORS:

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

GRADE B, TYPE E OR S, Fy = 35 KSI.

STRUCTURAL STEEL PIPE SECTIONS SHALL CONFORM TO ASTM A53,

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.

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

V. STRUCTURAL STEEL

7. ALL ELEVATIONS ARE FEET ABOVE NORTH AMERICAN VERTICAL DATUM OF 1988.

AT REST EARTH PRESSURE COEFFICIENT, Ko = 0.638

MONONOBE-OKABE HORZ. SEISMIC ACCEL. COEFFICIENT, Kh = 0.17

POST CONSTRUCTION/ IN-SERVICE LOAD CASE:

6. LATERAL EARTH PRESSURES:

THERMAL FACTOR, Ct : 1.2

SNOW LOAD IMPORTANCE FACTOR, Is : 1.0

SNOW EXPOSURE FACTOR, Ce : 0.9

FLAT ROOF SNOW LOAD, Pf : 11.34PSF

GROUND SNOW LOAD, Pg : 15.0PSF

5. SNOW LOADS (ASCE 7-10) :

ANALYSIS PROCEDURE : EQ. LATERAL FORCE PROCEDURE

DESIGN SEISMIC WEIGHT, W = 248 KIPS

DESIGN BASE SHEAR, V = 19.84 KIPS

RESPONSE MODIFICATION FACTOR, R = 4.0

SEISMIC RESPONSE COEFFICIENT, Cs = 0.08

ORDINARY REINFORCED CONCRETE SHEAR WALLS

GATEWELL STRUCTURE:

BASIC SEISMIC FORCE RESISTIVE SYSTEM :

SEISMIC DESIGN CATEGORY : "D"

Sd1: 0.20g

Sds: 0.34g

WITH 80% REDUCTION (PER ASCE 37-14):

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS

Sd1: 0.971g

Sds: 1.697g

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS :

Sd1: 0.971g

Sds: 2.545g

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS :

SEISMIC IMPORTANCE FACTOR, Ie : 1.0

RISK CATEGORY : II

DURING CONSTRUCTION LOAD CASE:

4. EARTHQUAKE LOADS (ASCE 7-10 AND ASCE 37-14) :

RISK CATEGORY : II

EXPOSURE CATEGORY : "C"

NOMINAL DESIGN WIND SPEED, Vasd : 89MPH

REDUCED ULTIMATE DESIGN WIND SPEED, Vult : 92MPH

ULTIMATE DESIGN WIND SPEED, Vult : 115MPH

3. WIND LOADS (ASCE 7-10 AND ASCE 37-14) :

GATE WEIGHT, STEM, AND LIFTING FORCE : 2545 LBS

2.2 DEAD LOADS (IN ADDITION TO STRUCTURE SELF-WEIGHT) :

OUTLET WALLS : 240 PSF SURCHARGE (FROM GEOTECH)

PLATFORMS : 250 PSF

2.1 LIVE LOADS (EM 1110-2-2502) :

2. GRAVITY LOADS (EM 1110-2-2100 AND IBC 2012) :

ACCORDANCE EM 1110-2-2104.

BUILDING CODE (IBC) 2012 EDITION. OUTLETS, GATEWELL, AND PIPING ARE IN

1. THE STEEL PLATFORM IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL

I. DESIGN INFORMATION

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FOR GRADE

SEE CIVIL SHEETS

EL. 338.7

26’-0"

C L L

E V

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A

EL. 305.2

EL. 313.87

NEW DRAIN PIPE

CULVERT OUTLET STRUCTURE

GATEWELL STRUCTURE

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A L L

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T/ CONCRETE EL. 337.0

T/ FOOTING EL. 306.0

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NEW DRAIN PIPE

CULVERT OUTLET STRUCTURE

GATEWELL STRUCTURE

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SCALE: 3/16" = 1’-0"

SCALE: 3/16" = 1’-0"

STRUCTURAL PROFILE

e e t_ s e e d .d

S-101

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STRUCTURAL PLAN

2’-0"

2’-0"

VARIES

VARIES

18’-0"

26’-0"

1’-0" 2’-0"

KEY BELOW

SHEET S-506

WALL DRAIN, SEE

CONNECTION, SEE SHEET S-504.

FLAP GATE SUPPORT BAR

SHOWN FOR CLARITY

CULVERT NOT

26’-0"

2’-0"

2’-0"

22’-0" 1’-0"

1’-0" 1

23’-0"

9’-6"

SEE SHEET S-505

SAFETY GUARD,

5’-5"

EL. 306.2

RCP INV.

DETAIL THIS SHEET

SEE CULVERT EMBEDMENT

2’-0"

1’-0"

GASKET

PRECAST CONC.

SLAB

CASTED W/ HEADWALL

1’- PRECAST CULVERT

S T

A .8

EL. 305.2

EL. 306.2

INV. EL. 305.7

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U .S

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US Army Corps a u t o t im e

ID

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INVERT EL.

SCALE: 1/4" = 1’-0"

SCALE: 1/4" = 1’-0"

SCALE: 1/4" = 1’-0"

SECTION A

SECTION B

B

S-301

S-301 e e t_ s e e d .d

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S-301

A

S-301

2. CULVERT LADDER NOT SHOWN FOR CLARITY. SEE SHEET S-502.

SEE MECHANICAL SHEETS.

INSTALLED PER MANUFACTURER’S RECOMMENDATIONS.

1. ALUMINUM FLAP GATE NOT SHOWN FOR CLARITY.

CULVERT OUTLET STRUCTURE DIMENSION PLAN

SCALE: N.T.S.

U

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CULVERT EMBEDMENT DETAIL

8’-6"

2’-3"2’-3"

1’-0" 1’-0"1’-0"1’-0"

14’-0"

2’-0" 1’-0"

1’-0" 10’-0"

KEY BELOW

14’-0"

2’-0" 1’-0"

1’-0" 11’-0"

10’-0" 1’-0"

3’-6"

INV. EL. 310.7

AROUND DIP

2IN GROUT ALL

EL. 309.7

INV. EL. 310.2

IRON PIPE

18" DIA. DUCTILE

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SCALE: 3/4" = 1’-0"

SCALE: 3/4" = 1’-0"

SECTION A

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S-302

S-302 e e t_ s e e d .d

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SEE CIVIL SHEETS FOR PUMP OUTLET LOCATION.

PUMP OUTLET STRUCTURE PLAN

WALL DRAINS NOT SHOWN FOR CLARITY.

OPERATOR MANUFACTURER.

SIZE AND LOCATION WITH GATE

GATE OPERATOR. COORDINATE

GALVANIZED PIPE INSERT FOR

PIPE SLEEVE AND RCP

C/L OF GATEWELL

SEE SHEET S-501

GRATING,

SEE SHEET S-503

CHAIN LINK FENCE,

SEE SHEET S-502

GRAB BAR,

BARS

#6 REINFORCEMENT

BARS

#6 REINFORCEMENT

2’-6"

2’-6"

5’-6"

SLEEVE AND GATE STEM

C/L GATE OPERATOR PIPE

RIVERSIDELANDSIDE

AROUND 6 #5

#4 STIRRUP @ 12"

#7 @ 12"

REQUIREMENTS

OPERATOR, AND FRAME

FOR SLUICE GATE,

SEE MECHANICAL SHEETS

(12) #5

AROUND RCP

2IN GROUT ALL

T Y P

1’ -0

Y P

6"

TYP.

3" CLR,

TYP.

1’-6", 6" CLR.

"B

L A

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L A

#6 @ 10" HORZ.

#6 @ 10" HORZ.

#7 @ 12"

2 SIDES

1 - #6 EF

REINFORCEMENT

TO MATCH WALL

#6 DOWELS @ 10"

FOR PIPE DETAILS.

SEE CIVIL DRAWINGS

OPENING FOR RCP,

T&B EA WAY

#7 @ 10"

SEE SECTION.

ADD’L VERTICAL BAR,

JOINTS.

HORIZ. CONSTRUCTION

AMPLITUDE. TYP AT

ROUGHEN SURFACE TO 1/4"

#4 STIRRUP @ 12"

#5 BAR

EQUIVALENT.)

PROFILE 696 OR

(GREENSTREAK

ALL JOINTS.

CONTINUOUS AT

PVC WATERSTOP

11’-0"

8’-0"

TYP EA FACE

#6 @ 10"

8’-0"

TYP EA FACE

#6 @ 10"

12’-0"

PIPE OPENING.

ACI HOOK ABOVE AND BELOW

TERMINATE WITH STANDARD

BARS AT C/L OF WALL.

PROVIDE ADD’T #6 VERTICAL

PIPE OPENING

EA SIDE OF

#6 STIRRUP @ 10"

L A

P C

L A

S S

B

2x4 SHEAR KEY

2’-0"

1’-0"

GASKET

PRECAST CONC.

THIMBLE

SLAB

W/ HEADWALL

CULVERT CASTED

1’- PRECAST

337.0

EL. 306.0

TOP OF FOOTING

INV. EL. 307.1 INV. EL. 307.0

EL. 337.0

TOP OF GATEWELL

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S-303 e e t_ s e e d .d

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A

S-303

SCALE: 3/8" = 1’-0"

B

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S-303

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S-303

SCALE: 3/8" = 1’-0"

E

S-303

SCALE: 3/8" = 1’-0"

C

SECTION

CONSTRUCTION JOINT DETAIL

SCALE: 1" = 1’-0"

SCALE: N.T.S.

SCALE: 3/8" = 1’-0"

SECTION SECTION

SECTIONSECTION

THIS SHEET.

SEE DETAIL,

S E

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CULVERT EMBED DETAIL

2. SEE MECHANICAL SHEETS FOR SLUICE GATE AND OPERATOR LOCATION AND DETAILS.

1. LADDER, CHAIN LINK FENCE, GRAB BAR, AND GATE NOT SHOWN FOR CLARITY, SEE SHEET S501-S503 FOR DETAILS.

NOTES:

C

S-503

MAX SPA.

#6 @ 10"

MAX SPA.

#6 @ 10"

#8 @ 8" MAX

#8 @ 8" MAX

#6 @ 10" MAX SPA.

M A

X S

P A

(8) #5 CONT. 12" SPA.

#4 TIES @

TOP OF WALL, E.F.

(2) #8 PARALLEL TO

3" CLR.

#6 CORNER BARS, TYP.

M A

X S

P A

#6 @ 10" MAX SPA.

TYP.

4" CLR.

SIDE OF 48" DIA. OPENING

DIAGONAL E.F.EACH

(2) #6 @ 3" O.C.

STAGGER LAP SPLICES

B O

T H E

N D

S S

T D H

O O

K

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

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IL

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/2

/2 e e t_ s e e d .d

S-304

N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

O U

T L E

T S

T R

U C

T U

R E R

E

IN

F O

R C

E M

E N

T

A

S-304

B

S-304

SECTION

SECTION

A

S-304

B

S-304

SCALE: 3/8" = 1’-0"

SCALE: 3/8" = 1’-0"

C U

L V

E R

NOTE: ALL BARS END W/ STD. ACI 90” HOOK

CULVERT OUTLET STRUCTURE PLAN

TOP AND BOTTOM

#5 @ 12" SPA. EACH WAY

TOP AND BOTTOM

#5 @ 12" SPA. EACH WAY

(4) EACH FACE

(8) #5 x 2’-6"

TYP.

3" CLR.,

TYP.

CORNER BARS,

#5 @ 12" SPA.

#5 CORNER BARS, TYP.

TOP AND BOTTOM

#6 @ 12" SPA. EACH WAY

EACH FACE

#5 @ 12" EACH WAY

EACH FACE

(2) #5 CONT.

(6) #5 CONT.

TOP AND BOTTOM

#5 @ 12" SPA. EACH WAY

12" SPA.

#4 TIES @

T Y

P

C L

R

TYP.

3" CLR,

FOR CLARITY.

FLAP GATE OMITTED

2x4 SHEAR KEY

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2

SCALE: 3/4" = 1’-0"

B

S-305

S-305 e e t_ s e e d .d

S-305

N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

O U

T L E

T S

T R

U C

T U

R E R

E

IN

F O

R C

E M

E N

T

B

S-305

SECTION

A

S-305

SECTION

P U

P

CULVERT OUTLET STRUCTURE PLAN

2. CAST IRON PIPE NOT SHOWN FOR CLARITY

1. ALL BARS END W/ STD. ACI 90” HOOK

M

IN

SHEET S-204

DETAILS ON

HANDRAIL, SEE

SEE SHEET S-204

LANDING PLATFORM,

2’-6"

2’-6"

GRAB BARS

R U

N G

S W

E L

D E

D

O .C

M A

X

CONCRETE WALL

REINFORCED

M A

X

O .C

M A

X L

A D

D E

R S

U P

P O

R T S

M A

X

3x2

1BARS 2

CONCRETE SLAB

PLATFORM OR

"x0’-4"8 3L7x4x

BRACKETS

TOP AND BOTTOM

GRATING GRAB BAR

CL FENCING

3x2

1BARS 2

RUNG

" DIA BOLTS2

1’-4" 3/16

DO NOT GALVANIZE.

2 @ TOP AND BOTTOM BRACKETS.

MAX ADHESIVE OR APPROVED EQUAL.

" IN HILTI HIT HY 1502

1RODS EMBEDDED 4

" DIA STAINLESS STEEL THREADED2

3"

SLOTTED HOLE

TOP OF CONCRETE

" BAR16

5 ROD

" DIA 8

" DIA CRES PIN16

" HINGE WITH16

54"x

STAPLE

x0’-5"16 5BAR 3x

4’-0"

C/L HINGES

NOTES 3 & 4

GRATING SEE

GRATING CLIPS

SADDLE TYPE

5L2x2x

5L2x2x

1x2

1x12

1x2

1x12

SHEET S-502

GRAB BAR, SEE

GRATING 8

3x2

1x22 1L2

"4

HEADED STUD @ 12"

" DIAx8" LONG2

5"

"16

5BAR

SHEET

DETAIL THIS

STAPLE SEE SLOTTED HOLE

" 4 3"x14

HEADED STUD @ 12"

" DIAx8" LONG2

TOP OF GRATING

BOTTOM OF SLAB

S O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

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/2

/2

TYP.

3/16

CONVENIENCE OF GALVANIZING.

LOCATE SPLICES AS REQUIRED FOR

GALVANIZE SPLICE AFTER FABRICATION.

"4

3R CLEAR SPAN

SPAN

CJP

1TYP.

3/16

L2x2

TYP.

3/16

S-501 e e t_ s e e d .d

INTERIOR ELEVATION

TYPICAL GATEWELL

LADDER SPLICE DETAIL

TYP. LADDER DETAIL

D E

T A

IL

S S

H E

E T O

F

S-501

A N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

M

IS

C E

L L

A N

E O

U S S

T E

E L

LADDER DETAIL

SECTION

STAPLE DETAIL

PLAN - GRATING AND FRAME

SCALE: 3/8" = 1’-0"

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"

SCALE: 6" = 1’-0"

SCALE: 1/2" = 1’-0"

TAP PERIMETER ANGLE AS NEEDED FOR ANCHORAGE.

CLIPS ON EACH BEARING SIDE OF EACH SECTION OF GRATING. DRILL AND

5. GRATING CLIPS SHALL BE SPACED AT 2’-0" O.C. MAX WITH AT LEAST TWO

4. BAND AROUND PERIMETER OF ALL GRATING.

" TYPE 19W4.16

3"x4

13. GRATING SHALL BE 1

GALVANIZED AFTER FABRICATION.

2. ALL GRATING, FRAMES, HANDRAILS, GRAB BARS AND FITTINGS TO BE

PROVIDED IN CONTRACT DRAWINGS.

RECOMMENDATIONS, EM 385-1-1 REQUIREMENTS, AND DIMENSIONING

AND FIXED LADDERS IN ACCORDANCE WITH MANUFACTURER’S

1. INSTALL AND POSITION LANDING PLATFORMS, LADDER RUNGS,

NOTE:

D

S-501

SECTION

SCALE: 3" = 1’-0"

SECTION

SCALE: 3" = 1’-0"

SCALE: 3/8" = 1’-0"

C

S-501

D

S-501

S-502

NOT GALVANIZE.

4 INCH EMBEDMENT MIN. DO

ENGINEER APPROVED EQUAL

HILTI KB-VTZ ANCHOR OR

x0’-4"8 3L7x4x

"2 1x0’-108

3L7x4x

THICK NEOPRENE PADS

" 2

12 LAYERS OF

"4

M A

X

LADDER

FRP

" DIA STD PIPE2

PIPE (5’-0" MAX SPA.)

" DIA EXTRA STRONG2

GRAB BAR

1" DIA STEEL

5", TYP.

HANDRAIL

GRAB BAR

SAFETY CHAIN

8"1" 1"

GATEWELL WALL

" PL4

HANDRAIL

PLATFORM

EQUAL. DO NOT GALVANIZE.

ADHESIVE OR APPROVED

" IN HILTI HY 150 MAX EPOXY 2

THREADED ROD EMBEDDED

" DIA STAINLESS STEEL 2

"4

BAR GRATING

GALVANIZED

1L3x3x

GATEWELL WALL

MAX

3"

HANDRAIL

PLATFORM

BAR GRATING

GALVANIZED

1L3x3x

1L3x3x

4’-0"

EQUAL. DO NOT GALVANIZE.

ADHESIVE OR APPROVED

" IN HILTI HY 150 MAX EPOXY 2

THREADED ROD EMBEDDED

" DIA STAINLESS STEEL 2

PLATFORM BRACE

WALL SUPPORT ANGLE

LEG. EA. END.

UNDERSIDE OF HORZ.

" WELD TO4

1L3x3x

STEEL GRATING

19-W4 GALVANIZED

"16 3"x2

LANDSIDE RIVERSIDE

3’-0"

10" 10"

CL OF GATEWELL

CONTRACTOR, TYP.

POST WITH CAP SELECTED BY

" EXTRA STRONG SCHEDULE 80 2

"2

FROM EDGE OF BASE PLATE, TYP.

AT EACH GRAB BAR. BOLTS SHALL BE 1"

(TZ STAINLESS 304) OR EQUAL. 6" MIN. EMBED

PLATE W/ (4) 1/2" DIA. HILTI KWICK BOLTS

" STAINLESS STEEL BASE 2

1" x 2

1" x 52

SCHEDULE 80 POST WITH CAP

" EXTRA STRONG 2

S O

L

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A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

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P L

O T D

A T

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/2

/2

3/16 TYP

TYP

CJP

TOP OF PLATFORM

G A

T E

W E

L L W

A L L

AS REQ’D

INTERMEDIATE POST

TOP OF PLATFORM

G A

T E

W E

L L W

A L L

TYP.

3/16

3/16

3/16

TYP.

TYP. CJP

3/16

TYP.

SPAN

3/16

TYP.

e e t_ s e e d .d

N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

HANDRAIL DETAIL

"=1’-0"4

3SCALE:

DETAIL

"=1’-0"2

1SCALE: 1

"=1’-0"2

1SCALE: 1

D SECTION

"=1’-0"2

1SCALE: 1

B SECTION

C SECTION

SCALE: 3"=1’-0"

SECTION

"=1’-0"8

3SCALE:

OUTLET LADDER AND GATE FLAP SUPPORT DETAIL

DETAIL

"=1’-0"2

1SCALE: 1

D E

T A

IL

S S

H E

E T O

F

M

IS

C E

L L

A N

E O

U S S

T E

E L

S-504

"=1’-0"8

3SCALE:

CULVERT OUTLET LADDER ELV.

S-502

S-502

S-501

D

S-502

S-502

C

S-502

S-502 S-501

B

"=1’-0"4

3SCALE:

A

S-502

A

S-502

"=1’-0"8

3SCALE:

F

S-502

"=1’-0"8

3SCALE:

F SECTION

S-502

GRAB BAR DETAIL

EDGE OF BASE PLATE, TYP.

POST - BOLTS SHALL BE 1 1/4" FROM

OR EQUAL. 6" MIN. EMBED. AT EACH

KWIK BOLTS (TZ STAINLESS 304)

9"x9"x1/2" STAINLESS STEEL BASE

CHAIN LINK FABRIC

LINE POST

EXTENSION ARM FOR BARBED WIRE

TURNBUCKLE (TYP)

DIAGONAL ROD WITH

SEE NOTE

C H

A

IN

L

IN

K

TENSION WIRE

M A

X

(STAGGER BARBS TYP)

LINE POST BARBED WIRE

STRETCHER BAR

10’-0" MAX POST SPACING

EDGE OF BASE PLATE, TYP.

POST - BOLTS SHALL BE 1 1/4" FROM

OR EQUAL. 6" MIN. EMBED. AT EACH

KWIK BOLTS (TZ STAINLESS 304)

9"x9"x1/2" STAINLESS STEEL BASE "4

1 "4

9"

HINGE

4’-5"

HINGE

10’-0" MAX

PADLOCK

LATCH WITH

GATE.

STEEL PIPE FOR

CORNER POST

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

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/2

OUTSIDE INSIDE

T/ GATEWELL

2. CONTRACTOR SHALL GROUND WIRE ALL FENCING AND GATES

SHALL BE INSTALLED AS SHOWN.

CORNER, AND END POST. SECOND DIAGONAL ROD

1.POST BRACES SHALL BE PROVIDED AT EACH GATE,

CL FENCE FABRIC

e e t_ s e e d .d

N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

C H

A

IN

L

IN

K F

E N

C E D

E T

A

IL

S

"=1’-0"2

1SCALE:

CHAIN LINK FENCE WITH ANTICLIMB

"=1’-0"2

1SCALE:

A SECTION

S-503

A

S-503

B

SCALE: 3"=1’-0"

DETAIL

CHAIN LINK FENCE WITH ANTICLIMB GATE

S-503

C

S-303SCALE: N.T.S.

ANGLES FLUSH WITH WALL.

CUT WALL INSERT TO MAKE

"4

WITH WELDED STUD

EMBED 8

3L3x3x

THICK SIDE PLATES

" 8

3 WITH (2) 8

3L3x2x

" WELDED STUD8

1" DIA. x 68

WITH ANGLES.

SUPPORT BAR TO ALIGN

CUT HOLES THROUGH

" DIA. A307 HDG BOLT 4

3HSS 6x3x

5’-5"

KNIFE PLATE

INCH THICK2

13/16" DIA HOLE

"4

SLOTTED HOLE

13/16"x1" LONG

"4

9"

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

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IL

L

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A T

E

/2

/2

1/4

CJP

1/4

1/4

R

"8 3R 1

"8

R

1/4 e e t_ s e e d .d

"=1’-0"2

1SCALE:

GATE FLAP SUPPORT PLAN VIEW

"=1’-0"2

1SCALE:

GATE FLAP SUPPORT BAR DETAILS

DETAIL4

DETAIL5

DETAIL6

S-504

S-504 S-504 S-504

S-504

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

S-504

A N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

F L

A P G

A T

E S

U P

P O

R T B

A R D

E T

A

IL

@ 3" MAX. SPA.

3/4" / x "E" LONG RODS

@ 1’-10" MAX SPA

PL 1/2" x 4" x "F" LONG

2’-0"

TYP. BOTH SIDES.

FOR 3/4" DIA. EPOXY ANCHOR.

PL 5/16" x 5" x F W/ 13/16" DIA. HOLE

SPA. TYP.

1’-10" MAX

14’-0"

SPA. TYP.

1’-10" MAX

M A

X S

P A

SCALE: N.T.S.

SAFETY GUARD SECTION

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2

SEE NOTE 2

5/16

SCALE: N.T.S.

FLOW

ANCHORED TO STRUCTURE WALLS.

4. HORIZONTAL BARS ARE WELDED TO PLATE. PLATE IS

" MIN. EMBEDMENT).2

1 STEEL EPOXY ANCHORS (4

3. ATTACH TRASH RACK TO STRUCTURE WITH 3/4" DIA. STAINLESS

ADJACENT BARS.

OTHER ROD WITH THE WELDS STAGGERED BETWEEN

ROD. INTERIOR BARS SHALL BE WELDED TO EVERY

BARS ON OUTSIDE EDGE SHALL BE WELDED TO EVERY

2. WELD FLAT BARS TO RODS ON ONE SIDE ONLY. FLAT

FABRICATION.

1. TRASH RACK SHALL BE HOT-DIP GALVANIZED AFTER

SAFETY GUARD SECTION

NOTES:

ANCHORED TO STRUCTURE WALLS.

4. HORIZONTAL BARS ARE WELDED TO PLATE. PLATE IS

" MIN. EMBEDMENT).2

1 STEEL EPOXY ANCHORS (4

3. ATTACH TRASH RACK TO STRUCTURE WITH 3/4" DIA. STAINLESS

ADJACENT BARS.

OTHER ROD WITH THE WELDS STAGGERED BETWEEN

ROD. INTERIOR BARS SHALL BE WELDED TO EVERY

BARS ON OUTSIDE EDGE SHALL BE WELDED TO EVERY

2. WELD FLAT BARS TO RODS ON ONE SIDE ONLY. FLAT

FABRICATION.

1. TRASH RACK SHALL BE HOT-DIP GALVANIZED AFTER

e e t_ s e e d .d

S-505

N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

F E

T Y G

U A

R D D

E T

A

IL

4" DIA. PVC PLUG

2’-0"

1’-0"1’-0"

2’-0"

4" PVC PIPE

CONCRETE

SEE CIVIL SHEETS FOR ELEVATION

1" 1"1" 1"1" 1"

5’-10"

2’-0"1’-4"

3’-4"

PVC

4" DIA. NON-PERFORATED

GRAVEL*

FABRIC*

FILTER

FLAPGATE

RECESSED

E

FILTER FABRIC*

GRAVEL*

4" PVC PIPE

45° ELBOW

4’-0"

E

F

BACKFILL ELEVATION

SEE CIVIL SHEETS FOR

THE GRAVEL FOR THE WALL DRAIN.

31 05 19 OF THE SPECIFICATIONS. FILTER FABRIC SHALL FULLY ENCAPSULATE

2. FILTER FABRIC SHALL MEET REQUIREMENTS PROVIDED IN THE SECTION

SECTION 31 24 00.00 12 OF THE SPECIFICATIONS.

1. GRAVEL FOR WALL DRAIN TO BE SAME AS BEDDING MATERIAL SPECIFIED IN

*NOTES:

4’ 8’012"

"=1’-0"16

3SCALE

15’

"=1’-0"8

3SCALE

0 7’4’3’2’1’12"

12" 0 1’3"6"9"

"=1’-0"2

1SCALE 1

12"0 3" 6" 9"

SCALE 3"=1’-0"

ELEVATION

CLEAN-OUT DETAIL

SCALE 1 1/2" = 1’-0"

L 4" PVC PIPEC

PLAN

C

C

OUTLET SCREEN

SEE DETAIL

4" PIPE

WALL DRAIN DETAIL

SCALE 1 1/2" = 1’-0"

"8

INV. EL. C

SCALE 3" = 1’-0"

WALL DRAIN PIPE

WITH PERFORATIONS DOWN

PIPES SHALL BE PLACED

NOTE:

3/8" DIA. HOLES

PVC DRAIN PIPE

SPACING OF HOLES

LONGITUDINAL

4" DIA. PERFORATED

C

C

C

4" DIA. PERFORATED PVC DRAIN

PIPE. 3/8" DIA. HOLE OPENINGS.

18"

(TYP)

LAP

1.5

SCALE 3/8" = 1’-0"

DETAIL

A

EL. B

EL. A

INV. EL. C

EL. A

C

C

C

C

C

SCALE 1 1/2"=1’-0"

SECTION

Y

X

MANUFACTURER’S RECOMMENDATION.

BE DETERMINED BY FLAP GATE

DIMENSIONS X & Y TO

HALF PLAN

" = 1’-0"16

3SCALE

4" DIA. PVC PIPE (PERFORATED)

GRAVEL

LIMITS OF

4’-0"

LIMITS OF GRAVEL

SYMM. ABOUT L

C

C

C

C

C

C

C

C

1" x 1" WOVEN WIRE FABRIC

FABRICATION.

HOT DIP GALVANIZE AFTER

#6 GAGE. WELD TO BARS AND

STEEL BOLTS.

FOR 1/2" DIA. X 6" STAINLESS

PROVIDE 9/16" DIA. HOLES

BAR 2 1/2" X 3/8"

SCALE 1 1/2" = 1’-0"

OUTLET SCREEN DETAIL

Y

X + 6"

FOR DIMENSIONS "X" AND "Y"

SEE SECTION "C" THIS SHEET

SECTION

SEE CLEAN-OUT

DETAIL

L WALL DRAINC

A

SCALE : 3/16" = 1’-0"

EL. C

L

SEE DETAIL A

SECTION

N.T.S.

1.5

B

SYM. ABOUT C

EL. A

EL. B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2

A B C

305.2 303.2 305.7

310.2308.7

CULVERT

ELEV.

PUMP

ELEV.

STRUCTURE

309.7

E F

9’-6" 9’-4"

3’-4"

CULVERT

PUMP

STRUCTURE

3’-6"

DIMENSION

DIMENSION

S I

D

D S

H A

N E C

A L L

A H

A N P .E

M J

H D

R

M A

L L

O R

Y J H

A R

V E

Y E .I

W A

L L D

R A

IN

D

E T

A

IL

S-506

A

S-506

C

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R fiof 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 of Engineers

US Army Corps a u t o t im e

ID

Sheet

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

S

IS

S

IP

P I

R

IV

E R L

E V

E E

S M

A

IN

T E

N A

N

T F

O R C

O N

S T

R U

C T

IO

N /2

M O

U N

D C

IT

Y S

O U

T H C

U L

V E

R T R

E P

L A

C E

M E

N T

P U

L A

S K I

C O

U N

T Y

IL

L

IN

O

IS

P L

O T D

A T

E

/2

/2 fiof Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

X-001

H

IO

R

IV

E R S

T A

G E

S A

T C

A

IR

O

IL

12/31/11

12/31/16

N .T .S

A N

S I

D

D S

H A

N E C

A L L

A H

A N P .E

J E

K M

B C

J O

N E

K O

R N

E L

IU

S S

E N P .E

MCCR_M101(2).dgn, Default

Ref-3, MCCR_M102.dgn, Masonary

MCCR_S301.dgn, Default

SHEET, MCCR_S506.dgn, Default