Amendment 3_Cullum_C-502.pdf

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C-502

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IDENTIFICATION

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US Army Corps of Engineers

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RTA SUBMISSION 2/11/2021

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D8

8' HIGH TEMPORARY CONSTRUCTION FENCE DETAIL

NOT TO SCALE

NON-PAVED AREAS PAVED AREAS

FINISHED GRADE

4" PLUS 1/2 PIPE O.D. MIN.,

SAWCUT (TYP.)

A2

(WATER SYSTEM, SANITARY SEWER SYSTEM, STORM SYSTEM)

NOT TO SCALE

NOTES:

1. BACKFILL IN EMBEDMENT ZONE MUST BE PLACED BY HAND IN 6-INCH LIFTS

ON BOTH SIDES OF PIPE TO PREVENT DISPLACEMENT. COMPACT TO 95%

MAX. DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.

2. ALL EXCAVATED MATERIAL MUST BE REMOVED FROM GOVERNMENT

PROPERTY IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL FILL

MUST BE IMPORTED AS DIRECTED BY THE PROJECT SPECIFICATIONS.

TYPE "C" BEDDING

BROKEN STONE OR WASHED

GRAVEL MEETING REQUIREMENTS

OF COURSE AGGREGATE SIZE

NUMBER 57 WRAPPED IN

GEOTEXTILE FILTER FABRIC, FOR

360-DEGREES.

12" O.D. 12"

SELECT FILL BACKFILL MATERIAL,

COMPACT TO 90% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

18"

SEE STANDARD

PAVEMENT DETAIL

24"

CLSM BACKFILL MATERIAL

B A

C K

F I L

L

Z

O N

E

E M

B E

D M

E N

T

Z O

N E

N

O T

E

SCARIFY SUBGRADE MIN 6" AND COMPACT TO

95% MODIFIED PROCTOR DENSITY (ASTM D-1557)

4" TOPSOIL, FERTILIZER, AND SEED

EXISTING PAVEMENT

TO BE SAWCUT FULL

DEPTH (BOTH SIDES)

A9

YARD 2 INLET DETAIL (2'X2')

NOT TO SCALE

MAGNETIC DETECTABLE

WARNING TAPE 12"

BELOW GRADE

SAND BAG

(TYP.)

12' WIDE x 8' HIGH ZINC

COATED FENCE PANEL

16"x36" PANEL

BASE STAND

ZINC COATED

STEEL WIRE

MESH

" O.D. PANEL FRAME

" DIAMOND WIDTH

SHUT

" SQ.

BODY

6" DIAMETER

36"

54"

MINIMUM

STANDPIPE BELOW GRADE

(PAINTED BLACK)

STANDPIPE ABOVE GRADE

(PAINTED RED)

STANDPIPE GROUND LINE MARK

GROUND LINE OR

FINISHED GRADE

TAMPER SWITCH (SEE

DETAIL A)

PADLOCK

PADLOCK

TAMPER

SWITCH

DETAIL A

S

H

U

T

D2

POST INDICATOR VALVE

NOT TO SCALE

TYPE "C" BEDDING, BROKEN STONE OR WASHED

GRAVEL MEETING REQUIREMENTS OF COURSE

AGGREGATE SIZE NO. 57 COMPACT TO 95%

MODIFIED PROCTOR DENSITY (ASTM D-1557)

GEOTEXTILE FILTER FABRIC

SCARIFY SUBGRADE MIN 6" AND

COMPACT TO 95% MODIFIED

PROCTOR DENSITY (ASTM D-1557).

GRADE

PVC PIPE

NOTES:

1. CLEANOUTS REQUIRED AT ALL BENDS,

CHANGES IN SLOPE AND AT BUILDING EXIT.

A5

REINFORCED PRECAST CONCRETE TRENCH DRAIN DETAIL

NOT TO SCALE

30"

9" 9"

PVC PIPE

WYE AND 1/8" BEND

EXISTING UNDISTURBED SOIL /

COMPACTED SELECT FILL COMPACT

TO 95% MODIFIED PROCTOR DENSITY

(ASTM D-1557)

PVC PIPE PER PLANS

SELECT FILL MATERIAL COMPACT TO

95% MODIFIED PROCTOR DENSITY

(ASTM D-1557)

3,000 PSI CONCRETE ON

COMPACTED SUBGRADE

BITUMINOUS PAVEMENT

(SEE DETAIL)

CAMPBELL FND. Co. COVER &

CIRCULAR FRAME # 1000 OR

APPROVED EQUAL

BRASS PLUG

UTILITY TRENCH AND BEDDING DETAIL

TYPE "C" BEDDING, BROKEN STONE

OR WASHED GRAVEL MEETING

REQUIREMENTS OF COURSE

AGGREGATE SIZE NO. 57 COMPACT

TO 95% MODIFIED PROCTOR DENSITY

(ASTMD-1557).

6" TOPSOIL6" TOPSOIL

6" OF TYPE "C" BEDDING, BROKEN

STONE OR WASHED GRAVEL

MEETING REQUIREMENTS OF

COURSE AGGREGATE SIZE NO. 57

COMPACT TO 95% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

NOTES:

1. ALL FENCE AND GATE MATERIALS AND ACCESSORIES MUST BE BLACK VINYL COATED.

2. CONFORMS TO THE REQUIREMENTS OF ASTM A-392 UNLESS OTHERWISE SPECIFIED.

3. CONTRACTOR MUST PROVIDE FENCE AND FENCE MATERIAL SHOP DRAWINGS AND WIND/SNOW LOAD CALCULATION

PRIOR TO CONSTRUCTION.

4. ALL FENCE POST AND SYSTEM SUPPORT SIZES/SPACING TO BE FINALIZED BY THE FENCE MANUFACTURER AND

SUBMITTED FOR REVIEW AND APPROVAL.

5. ADVERTISING MUST NOT BE PERMITTED ON TEMPORARY CONSTRUCTION FENCE FABRIC.

6. BLACK VINYL PRIVACY SLATS OR BLACK MESH PRIVACY SCREENING MUST BE INSTALLED.

NOTES:

1. TRENCH DRAIN SHALL ABUT CONCRETE SLAB AND CONCRETE

WALL. PROVIDE AN EXPANSION JOINT SURFACE BETWEEN THE TWO

SURFACES.

2. REFER TO DRAINAGE PLAN FOR TRENCH LENGTH, PIPE SIZE, AND

ORIENTATION.

3. CONCRETE TO BE 5000 PSI MIN. @ 28 DAYS.

4. REINFORCEMENT PER ASTM-615, GR. 60.

5. DESIGNED FOR H-20 LOADING.

6. GRATE SHALL BE EJ, PRODUCT NO. 47304030, 14"X24", HEAVY DUTY,

OR APPROVED EQUAL.

7. GRATES SHALL INDICATE "NO DUMPING, DRAINS TO RIVER OR

WATERWAY".

8. STRUCTURE MUST BE REINFORCED PRECAST CONCRETE.

9. CONTRACTOR MUST SUBMIT SHOP DRAWINGS OF THE STRUCTURE

AND FRAME/GRATE, SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER, LICENSED IN THE STATE OF NEW YORK.

B

B

A A

DUCTILE IRON GRATE

SECTION A-A

SECTION B-B

12" 6"6"

14"

24"

1" DIA. BARS IN 1 1/8"

x 6" DEEP HOLES TO

ALIGN SECTIONS

SLOPED BASE IN FIELD

PLAN VIEW - TRENCH

OPENING IN BOTTOM TO

ACCOMMODATE 10" PVC

DRAIN PIPE

SLOPED BASE IN FIELD

D5

STROM SEWER CLEANOUT DETAIL

NOT TO SCALE

A

SECTION B-BSECTION A-A

B

A

B

GENERAL NOTES:

1. CONCRETE SHALL BE 4,000 PSI MIN.

2. STRUCTURE SHALL BE PRECAST.

3. FRAME & GRATE TO BE EJ CO. V-5324-1

(DRAINS TO WATERWAYS) OR APPROVED

EQUAL.

4. INLET SHALL BE DESIGNED FOR H-25

LOADING BY THE MANUFACTURER OR AN

ENGINEER LICENSED IN THE STATE OF

NEW YORK.

BRICK SHIM

TO GRADE

(TYP.)

6" THICK NYSDOT

SUBBASE TYPE 2

8" PRECAST CONCRETE

V A

R I E

S

6"

2'-0" 2'-0"

8" PRECAST CONCRETE

EXISTING UNDISTURBED SOIL /

COMPACTED SELECT GRANULAR

MATERIAL

EXISTING UNDISTURBED

SOIL / COMPACTED

STRUCTURAL FILL

NYSDOT SUBBASE

TYPE 2,

7"

O

C

POLYPROPYLENE

STEPS (12" O.C.)

STORM

PIPE

STORM

PIPE

BRICK SHIM TO

GRADE (TYP.)

INV. A 137.22 INV. B 137.03INV. C 136.90

.0

S

L O

P E

.0

S

L O

P E

GRATE EL. 138.90

EXISTING UNDISTURBED SOIL / COMPACTED

SELECT FILL COMPACT TO 95% MODIFIED

PROCTOR DENSITY (ASTM D-1557)

GEOTEXTILE FILTER FABRIC

6" THICK NYSDOT

SUBBASE TYPE 2

C-502 CONSTRUCTION DETAILS