20070776 Ver 1_Stormwater Site Plans_20080213

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LEGEND
PROPOSED
SITE GRADING NOTES
1
C O NT RAC T OR IS RESPONSIBLE F OR DEMOLITION N 0 F E XISTING
PROPOSED
S T RUC T URES IN CLUD IN G REMOVAL L OF ANY EXISTING UTILITIES SERVING
PROPOSED
THE STRUCTURE. UTILITIES T
i A
E S RUC URE. U L ES RE O E REMOVED
B T 0 THE
PROPOSED
RIGHT —OF —WAY,
2.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
,
30 15 01 15 30 60
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN 0 N THESE
EXISTING MAJOR CONTOUR
PLANS I S BAS ED 0 N RECORD" OF THE VARIOUS UTILITY COMPANIES,
SCALE IN FEET
AND WH ERE POSSIBLE, MEASUREMENTS TAKEN N IN THE FIELD. D. THE
RETAINING WALL
INFORMATION I NTT I
S 0 R N A I
O B RELIED 0 N T
E S BEING EXACT OR
CO MP LETE. TH E CONTRACTOR M US T C A LL THE APPROPRIATE UTILITY
TY
q�t
COMPANIES AT LET 72 HOURS BEFORE ANY EXCAVATION TO
�
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
`4
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
0
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
0
ON THE PLANS.
3.
ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS
OTHERWISE NOTED.
4.
EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS.
5.
PROPOSED GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS.
G.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS
OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S.
PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES.
7.
CONTRACTOR S HALL ADJUST AND/OR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
8.
CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS
FOR ALL NATURAL AND PAVED AREAS.
9.
TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY
LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING
Q
TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE
SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A
W
REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR
REVIEW.
10.
ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL
RECEIVE 4 INCHES OF TOPSOIL, CONTRACTOR SHALL APPLY
STABILIZATION FABRIC TO ALL SLOPES 3H -1V OR STEEPER.
CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH
GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS
OBTAINED.
11.
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING
CODES AND BE CONSTRUCTED TO SAME.
12.
CONTOURS ARE FOR INFORMATION ONLY. USE SPOT GRADES FOR
CONSTRUCTION.
13.
CONTRACTOR IS TO CONTACT ENGINEER IMMEDIATELY UPON
DISCOVERING ANY SLOPE GREATER THAN 3% IN PAVEMENT AND WALK
AREAS.
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LEGEND
PROPOSED
DROP CURB
PROPOSED
SPOT
PROPOSED
TOP OF CURB
PROPOSED
GUTTER
PROPOSED
SLOPE
PROPOSED
MAJOR CONTOUR
PROPOSED
MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR
CONTOUR
PROPOSED
RETAINING WALL
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REVIEW 10/31/07 CJC >_
APP. COMM. 01/18/08 CJC �=C
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JOB No.
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PROJECT MANAGER: Charles J. Christy FIELD BOOK INFORMATION:
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m FEB 1 32,008
OWade Trim Group, Inc. WAYNESVILLE TOWN CENTER
CEDARWOOD DEVELOPMENT, INC.
1765 MERRIMAN ROAD
AHIiON, OH 44313
WAYNESVILLE TOWN CENTER
TOWN OF WAYNESVILLE, HAYWOOD COUNTY, NORTH CAROLINA
GRADING PLAN
WADETRIM
1200 RWgefWd Boulevard, Suite 145
Ashevft, NC 28806
828.687.9500
FAX [phone]
WWW.VaideftnAm
BuNding reMonships on a foundation of me mmm
DEW-WAfER'QUAi1TY
WEnX=M05T~A1rMBRANCH
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2/11/08
STORM SYS, HID GRADING, H2O METERS, WALL #2
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APPROPRIATE CHANGES ROLLED INTO REV #4
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8/20/07
REVISED CONSTRUCTION SEQUENCE, SITE SUPER
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7/18/07
WAL-MART REVISIONS
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DATE
DESCRIPTION
BY
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FIELD BOOK INFORMATION:
PROJECT MANAGER: Charles J. Christy _ C-2.1 _ PLOTTED 2/11 /2008 9:44 AM BY FISHER, BRETT
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PROJECT MANAGER: Charles J. Christy FIELD BOOK INFORMATION:
PROF.DWG C-3.,3A PLOTTED 2/11/2008 10:14 AM BY FISHER, BRETT
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