7959_c2v8.pdf

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PROJECT NO:

DRAWING NO:

SHEET OF

DATE

SCALE

ˆ" = 1'

PIPE GUARD DETAIL

N.T.S.

6"6" 6"

PAINT DARK BROWN, NO. 10080.

MINIMUM WALL THICKNESS 0.322 INCHES.

CONFORM TO ASTM A53, TYPE E OR S,

STEEL PIPE FOR PIPE GUARDS SHALL

NOTE:

CONCRETE TOP

ROUND

GRADE

FINISHED

FOUNDATION

CONCRETE

1'-6" DIA.

CONCRETE

PIPE FILLED WITH

WEIGHT STEEL

NPS 6 STD

N

44'-0"

25'-11‹ "

45'-0‹ "

16'-5Š " 32'-0"

38'-1•"

17'-8"

Œ

" 6

209'-6‚"

98'-6ƒ"

84'-9Ž "

10'-0"

EXISTING ROAD

SHT S1 AND S2

SEE DETAILS

NEW LOADING DOCK

150'-0"

4" SCH 40 PVC

PIPE

SEPARATOR

NEW OIL/WATER

PP

5•

46'-Π"

CP ELEV 102.71

100.00

TBM ELEV 24'-6•"

5'-0"

PROJECT BOUNDARIES

S I T

E

I

M P

R O

V E

M E

N T

S

A

S

P H

A

P

A N

T

C.0003664

C2

S I

T E

I

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R O

V E

M E

N T

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J

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S

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B E

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S

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SEE DETAIL THIS SHT.

5' O.C.

BOLLARDS (TYP)

SEE DETAIL SHT S3

CONTAINMENT BASIN

EXCAVATED MATERIAL. FINAL GRADES TO MATCH EXISTING.

VISIBLE IN THE BOTTOM OF THE TRENCH SHALL BE REMOVED PRIOR TO PLACING THE PIPE IN THE TRENCH. BACKFILL TRENCH IN

LINES WITH CLEAN SOIL. NO ROCKS LARGER THAN 3" SHALL BE PLACED IN THE TRENCH. ANY ROCKS LARGER THAN 3" THAT ARE

SLOPE OF A MINIMUM OF ‚" PER FOOT. THE DRAIN LINES SHALL BE MINIMUM 24" BELOW FINISHED GRADE. BED ALL

SHALL ALL BE 4" SCHED 40 PVC. THE DRAIN PIPE SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT A UNIFORM

4. THE DRAIN LINES FROM CONCRETE CONTAINMENT TO OIL WATER SEPARATOR AND FROM OIL/WATER SEPARATOR TO DAYLIGHT

3. ALL MEMBRANE SEALS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

IS USED.

2. WATERSTOPS SHALL BE INSTALLED BETWEEN BOTTOM SLAB AND SIDE WALLS OF DRAINAGE INLET IF CONSTRUCTION JOINT

PURPOSE. 3" OF 2" MINUS CRUSHED AGGREGATE SHALL BE PLACED IN PROJECT BOUNDARIES.

1. ENTIRE AREA SHALL BE GRADED AND COMPACTED. PROVIDE 4% SLOPE AWAY FROM ASPHALT PLANT FOR DRAINAGE

NOTES

20K A.C. TANK (B.O.)

DOUBLE BARREL (B.O.)

B A R R

L T E R

B

O

CONTROL CENTER (B.O.)

BAGHOUSE (B.O.)

COLD FEED (B.O.)

POWER GENERATOR (B.O.)

SEB (B.O.)

L.I.P.

AGGREGATE STORAGE

EXISTING

TYPICALTYP

TO BE REMOVED T.B.R.

TEMPORARY BENCH MARKTBM

SHEETSHT

POWER POLEPP

ON CENTERO.C.

LEAVE IN PLACEL.I.P.

EACH WAYE.W.

BY OTHERSB.O.

LEGEND

4" SCH 40 PVC

PIPE TO DITCH

DAYLIGHT

(TYP)

CLEAN OUT

(T.B.R. BY OTHERS)

POWER POLE AND GUT

SIDES.

LARGER THAT THE EQUIPMENT AT ALL

THE CONCRETE PAD SHALL BE MIN. 6"

SUBGRADE FOR ELECTRICAL EQUIPMENT.

6" OF BASE AGGREGATE OVER COMPACTED

PROVIDE 4" CONCRETE PAD OVER

(BY OTHERS)

CONCRETE PAD

C7959.8

25 FEB 15

7959_c1v8.dgn Default 2/16/2016 2:56:26 PM