C-202 Details II.pdf

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GENERATOR

1 2 3

4 5 de Bruin

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

PROJECT ENGINEER:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

of the alteration.

alteration, and a specific description followed by his signature, the date of drawing with the notation “altered by” engineer shall affix his seal to the professional engineer, the altering altered under the direction of a drawing in any way. If the drawing is engineer, to alter any item on this direction of a licensed professional person, unless he is acting under the New York State Education Law for any It is a violation of Section 7209 of the

Civil Engineering & Construction Management

11 Union Avenue Bethpage New York 11714 de Bruin Engineering, P.C.

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RWD

516.513.1313

WELL STATION #5

CONSTRUCTION OF

OCEAN BEACH

VILLAGE OF

OCEAN BEACH, NY

503 BAYBERRY WALK

5991-50-2

01/10/2018

SCALE: AS SHOWN

DETAILS II

C-202

0 BID DOCUMENTS 05-22-20

1 AMENDMENT 1 06-12-20

THRUST BLOCK

WATER MAIN

EXISTING

WATER MAIN

EXISTING

GLAND

RETAINER

GLAND

RETAINER

TO INSTALL TEE

REMOVE EXISTING MAIN

GLAND

RETAINER

GATE VALVE

GLAND

RETAINER

NEW MAIN

NOT TO SCALE

CONNECTION OF NEW MAIN TO EXISTING 6" OR 8" MAIN

DIA.

PIPE

SCALE: 1/4" = 1'-0"

SANITARY PIPE BEDDING DETAIL

12" 12"

SEE DETAIL 2/C201

RCA

FILTER FABRIC - GEOTEX 601

SCHEDULE.

AS SHOWN ON THE THRUST BLOCKING

5. VOLUME OF THRUST BLOCKING SHALL BE

PRIOR TO POURING BLOCKING.

WRAPPED WITH 10 MIL POLYETHYLENE

4. ALL FITTING AND ACCESSORIES TO BE

OR GLANDS.

3. NO CONCRETE SHALL COVER ANY BOLTS

SOIL.

(BLOCKING AREA) AGAINST UNDISTURBED

FORMED WITH THE WIDEST PART

CONCRETE WEDGE SHAPE MORE EASILY

BE KEPT FAIRLY DRY, THUS MAKING THE

2. CONCRETE FOR THRUST BLOCKING SHALL

1. CONCRETE SHALL BE 3,000PSI MIN.

NOTES:

A

A

45°

B

PLAN BENDS PLAN TEES

SECTION X-X

BENDS & TEES

6" MIN.

/2

/2

6"

MIN.

SOIL (TYP.)

UNDISTURBED

NOT TO SCALE

THRUST BLOCK DETAIL

12"

10"

8"

6"

4"

SIZE

PIPE

A B A B A B A

BEND BEND TEE

AB B

3'-3"

4'-3"

5'-3"

6'-0"

1'-3"

1'-9"

2'-3"

2'-6"

3'-3"

2'-3" 2'-0"

2'-6"

4'-0"

4'-6"

0'-9"

1'-3"

1'-9"

2'-0"

2'-3"

3'-3"

1'-3"

2'-0"

2'-3"

3'-0"

3'-3"

0'-9"

0'-9"

1'-3"

1'-3"

1'-9"

1'-0"

1'-3"

1'-9"

2'-0"

2'-3"

0'-6"

0'-9"

0'-9"

1'-0"

1'-3"

2'-0"

3'-0"

3'-3"

4'-3"

5'-3"

1'-0"

1'-3"

2'-0"

2'-3"

2'-6"

SCALE: 1/4" = 1'-0"

WELL DISCHARGE PIPE TANK DETAIL

GRADE

EXISTING

NORTH WALL

INVERT = 8.0' AT

OVERFLOW PIPE

12"Ø CLASS 53DI

SANITARY PIPE

EXISTING 8"Ø

ELEV = 2.5'

SEE STRUCTURAL PLANS

CONC. SLAB

SEE C103 & C104 PLANS

8"Ø BLOW OFF PIPE.

SEE MEP PLANS

WELL DISTRIBUTION PIPE

F L O

W

F L O

W

FLOW

SEE MEP PLANS

WELL PIPE

1 2 3 4 5

(SEE STRUCTURAL PLANS)

WALL ELEV. 9.0'

TOP OF WEST SEE MEP PLANS

PIPE ELEV. 10.0'

WELL BLOW OFF

5.0'

3.0'

FLOW

SCALE: 1" = 1'-0"

CONCRETE SIDEWALK IN R.O.W.

EXPANSION MATERIAL EVERY 8'.

1. PROVIDE 1/2" THK FULL DEPTH EXPANSION JOINTS WITH PREMOLDED

NOTE:

1'-0"

8'-0"

6"

" 2

CONCRETE 3500 PSI

6" X 6" 6/6GA WWF

(2) #4 BARS (TYP)

45°

1/4" / FT SLOPE

LC

1/4" / FT SLOPE

BASE COURSE

TYPE 7 AGGREGATE

COMPACTED SUBGRADE

(M

IN