India Range Projectile Removal drawings.pdf

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ELE:V.=100.00 (ASSUMED)

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LEGEND

CJ PROPOSED 6" THICK AGGREGATE SURFACE

CJ EXISTING ASPHALT SURFACE

EXISTING GRAVEL SURFACE

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Sheet reference number:

iii .E '-' m <i Cl) .E

C-102

NOTE: DRAWINGS PROVIDED FROM ORIGINAL BERM CONSTRUCTION

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PAVEMENT

TREEtRIIE�

TBM-DUPLEX NAIL SET

IN 18" PINE TREE

ELEV.=100.13 (ASSUMED)

PK #1

ELECTRIC BOX

ON WOOD POST

WOOD POST P.

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LEGEND

-SF- SILT FENCE

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INSTALL NEW EROSION CONTROL MAT AFTER SOIL

REMOVAL AND PRIOR TO SOILS RESTORATION.

AREAS TO BE REMOVED, DISPOSED

AND REBUILT

NOTE: DRAWINGS PROVIDED FROM ORIGINAL BERM CONSTRUCTION

1291737923.NFG

Line

1291737923.NFG

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1291737923.NFG

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Line

EXISTING

GROUND

:::cI-- Clo� 3:

GEOTEXTILE

CLASS 'C'

OR BETTER

CONSTRUCTION SPECIFICATIONS

1. LENGTH - MINIMUM OF 50'

50' MINIMUM

PLAN

50' MINIMUM

MIN. 6 11 OF 2"-3" AGGREGATE

OVER LENGTH AND WIDTH OF STRUCTURE

PROFILE

2. WIDTH - 101 MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS.

3. GEOTEXTILE FABRIC (FILTER CLOTH) SHALL BE PLACED OVER THE EXISTING GROUND PRIOR TO

PLACING STONE.

4. STONE - CRUSHED AGGREGATE (2" TO 3") OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT SHALL BE Pl.ACED AT LEAST 6" DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE.

5. SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTION

ENTRANCES SHALL BE PIPED THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE

INSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH A

MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 61

1 OF STONE OVER THE PIPE. PIPE HAS TO

BE SIZED ACCORDING TO THE DRAINAGE. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY A PIPE WILL NOT BE NECESSARY. PIPE SHOULD BE SIZED ACCORDING TO THE

AMOUNT OF RUNOFF TO BE CONVEYED. A 611 MINIMUM WILL BE REQUIRED.

6. LOCATION - A STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING THE SITE

MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABILIZED CONSTRUCTION ENTRANCE.

@ �A�iklZED CONSTRUCTION ENTRACE

WOOD POST

� WOOD POST

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EXTRA STRENGTH FILTER

FABRIC NEEDED WITHOUT

WIRE MESH SUPPORT

RUNOFF

9" MAX

(RECOMMENDED)

==II

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STORAGE HT.

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RUNOFF

ANGLE FIRST STAKE

TOWARD PREVIOUSLY

WOODEN

PICKETS OR 2"X2"

STAKES DRIVEN 18" MIN.

IN THE GROUND ----..

FLOW

LAID BALE-�

WIRE OR NYLON

BOUND BALES

PLACED ON THE

CONTOUR

SUPPORT STAKES*

(2 PER BALE)

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GRAVEL BALE

BINDING

COMPACTED

FILL

STANDARD DETAIL

TRENCH WITH NATIVE BACKFILL

NOTES:

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ALTERNATIVE DETAIL

TRENCH WITH GRAVEL

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN

NECESSARY.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE

SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

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NOTES:

fLO'N �Sil�G GROl.l�D

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*USE 2''X2" WOOD

1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.

2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES.

3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOODEN STAKES DRIVEN THROUGH THE BALES.

THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES

TOGETHER.

4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.

5. BALES SHALL BE REMOVED BY THE CONTRACTOR WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS

NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.

6. STRAW BALE DIKE MUST BE INSTALLED AS EXISTING LEVEL GRADE. BOTH ENDS OF EACH BALE DIKE SECTION MUST BE EXTENDED AT LEAST 8 FEET UPSLOPE AS 45 DEGREES TO THE MAIN DIKE ALIGNMENT.

7. SEDIMENT MUST BE REMOVED WHERE ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF THE

BALE.

8. ANY SECTION OF THE BALE DIKE WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE IMMEDIATELY

REPLACED.

@ �R��- BALE DIKE DETAIL