20041488 Ver 8_More Info Received_20130604

Transmittal
STEW,ART- PROCTOR PL.LC
ENGINEERING & SURVEYING ham: l q % g V$
319 CHAPANOKE ROAD `
SUITE 106
RALEIGH, NC 27603
PHONE. [phone]
FAX [phone]
Date:
Attention:
From:
No. of pages:
(Including this cover)
Comment(s):
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hAP-r J 141666�
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Reply requested: Yes No
JUN - 4 2013
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3.1 9.0
bs3'
SITE DATA — PHASE 7
TRACT SIZE 7.85 Ac.
IMPERVIOUS AREA 1.87 Ac.
PERCENT IMPERVIOUS 23.89
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cm x unim
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T DESIGN
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S1 f PHENSON
1296 PG. 22.7
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LOC4770N, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
TO BETTER CONFORM TO FIELD CONDITIONS.
ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF NCDO
AND JOHNSTON COUNTY. THE CONTRACTOR
SHALL OBTAIN A COPY OF THESE;; STANDARDS
PRIOR TO CONSTRUCTION.
EROSION CONTROL NOTES:
ALL WORK AND MATERdALS SHALL. CONFORM TO
JOHNSTON COUNTY STANDARDS AND SPECIRCATIONS
NO SEDIMENT LADEN RUNOFF SHALL LEAVE SITE
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
TOWARDS AN EROSION CONTROL DEVICE PRIOR 70
LEAVING SIZE
ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO
THE START OF GRADING
DUE TO RELD CONDITIONS, THE LOCATION, PLACEMENT,
AND QUANTITY OF EROSION CONTROL DEVICES AND
DR4/N4GE STRUCTURES MAY VARY 70 BETTER CONFORM
70 FIELD CONDITIONS
ALL E7YPOSED AREAS SHALL BE SEEDED AS SPECIFED
WITHIN 30 DAYS OF RNAL GRADING.
ADDITIONAL EROSION AND SEDIMENT CONIROL MEASURES
W U BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION OF LOCAL, STA7F OR PROJECT ENGINEER OF704LS.
7HIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE,
AS THE GRADING CONM4CTOR SHALL TAKE ALL NECESSARY
PRECAU77ONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE
WETLAND AREA -
MOULDS
D714
OR
-2.08%
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SEC110N
RIVEWAY TURNOUT GRADES
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R/IM MAY .I tll
MMM MAWS
w TAPER
7w "004jD 11
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wr
R R
EXISTING ROAD
RECOMMENDED ROAD CONNECTION
ply STOP CONDITION
7!E RK,ti WAl EASEMDM MAY BE NE MM 70 ACCOMWAR OItIWACE
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