Transcript
Page 1: EROSION AND SEDIMENT CONTROL DETAILS

NORTHING 1951548.1581EASTING 6344964.4671

NORTHING 1951570.1412EASTING 6345378.1405

NORTHING 1951571.0356EASTING 6345278.1445

NORTHING 1951517.1430EASTING 6345040.3437

NORTHING 1951520.1432EASTING 6345377.6933

NORTHING 1951574.6381EASTING 6345060.8975

NORTHING 1951518.6864EASTING 6344972.5601

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CD CD

SITE PLAN

N

SCALE IN FEET

0 20' 40' 60'

SCALE: 1" = 20'

EXISTINGTRANSMISSIONTOWER

PROPOSED PULL SITEPROPOSED 12-FT WIDE ROAD

CA

D F

ILE

: C

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king

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pw01

\kle

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PLA

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: 7

/17/

2018

1:1

7 P

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aria

sny

der

DESIGNED BY

ISSUE DATE

CURRENT REVISION

DRAWN BY

CHECKED BY

PROJECT NO.

REVISIONS

1"0

SCALE VERIFICATION

THIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWING

IF IT'S NOT 1 INCH ON THISSHEET ADJUST YOUR

SCALES ACCORDINGLY

APPROVED BY

ORIGINAL DRAWING SIZE IS 24 x 36

07/13/2018

A

M. SNYDER

M. SNYDER

A. BISACKY

20190767

FULTON-FITCH ALIGNMENT RE-CONDUCTOR PULL-SITE

SHILOH PARK

PACIFIC GAS & ELECTRIC COMPNAY6121 BOLLINGER CANYON ROAD

SAN RAMON, CA 94583

REV DESCRIPTIONDSN CHK

DATEDWN APP

A ISSUED FOR REVIEWMRS AB

7/13/2018MRS AT

40 Clark Street, Suite JSalinas, CA 93901

Phone: 831-755-7900www.kleinfelder.com

A. TRAUM

GRADING PERMIT PLANS

PROPOSED PULL SITE

EXISTINGTRANSMISSIONLINE (TYP)

TOP OF BANK

EXISTING STREAMMEAN HIGH WATERLINE

PROPOSED CONSTRUCTION ENTRANCE

PROPOSED CHECK DAM AT 25-FT (TYP)

MSandomire
Callout
COARSE GRAVEL TO PREVENT TRACK-OUT

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