20170782 Ver 1_C101_20171117

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EXISTING
LEGEND
IMPACT NEW PROPOSED
1
0
PROPERTY LINE
BREL
2
20'- 24" RCP
— _100- EXISTING CONTOURS
20'
3
20'- 40" RCP
PROPOSED CONTOURS
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4
0
aiS�gN
STREAM BUFFER
52' SQ.FT. / 0.001 ACRES
5
0
ROAD / FILL
361 SQ. FT./ 0.008 ACRES
TOTAL NEW STREAM IMPACT
100'
SILT FENCE
413' SQ. FT. OR 0.009 ACRES
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©COPYRIGHT 2017 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE
IMPACT NUMBER
EXISTING
LEGEND
IMPACT NEW PROPOSED
1
0
PROPERTY LINE
BREL
2
20'- 24" RCP
— _100- EXISTING CONTOURS
20'
3
20'- 40" RCP
PROPOSED CONTOURS
20'
4
0
aiS�gN
STREAM BUFFER
52' SQ.FT. / 0.001 ACRES
5
0
ROAD / FILL
361 SQ. FT./ 0.008 ACRES
TOTAL NEW STREAM IMPACT
100'
SILT FENCE
413' SQ. FT. OR 0.009 ACRES
CREEK CENTER LINE *
., N� Z$SITE
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
HENDERSONVILLE HWY HWY 64
joO�wP�p -
336.844.4088 http://brec.biz
VICINITY MAP (NTS)
PRELIMINARY
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
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WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
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RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
_
NCBELS#C-3448;
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
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BORROW SITE.
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INSTALLATION NOTES
1. ALL DITCH LINER TO BE MATTED WITH CURLEX II
2. ADD CROSS PIPES FOR DRAINAGE AT PERIMITER
3. PROVIDE INLET & OUTLET PROTECTION ON ALL PIPES
4. ALL WET PIPES MUST BE INSTALLED IN THE DRY SEE DETAILS
0
ROAD FILL 52 SQ.FT.Alf
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EXISTING
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SEE DETAIL• 1 EXISTING
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PROFILE SEE
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4110
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©COPYRIGHT 2017 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE
IMPACT NUMBER
EXISTING
PROPOSED
IMPACT NEW PROPOSED
1
0
60'- 48" CMP
60'
2
20'- 24" RCP
40'- 36" CMP
20'
3
20'- 40" RCP
40'- (2) 60" CMP
20'
4
0
ROAD / FILL
52' SQ.FT. / 0.001 ACRES
5
0
ROAD / FILL
361 SQ. FT./ 0.008 ACRES
TOTAL NEW STREAM IMPACT
100'
TOTAL NEW WETLAND IMPACT
413' SQ. FT. OR 0.009 ACRES
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
i ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
i
IMPACT TABLE
PREPARED FOR:
PISGAH FOREST BASECAMP, LLC
2112 CLUB ROAD
CHARLOTTE, NC 28205
DATE: REVISIONS:
•1 25 1 50 100
Z
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of
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SHEET SIZE: 0
24"x36" Cw
DATE: Q
06/22/2017 J
PROJECT NUMBER: Lu
0530052017 (]I:f
DRAWN BY:
V.WILKS Q
APPROVED BY: z
J.CHURCH '
SCALE:
1" = 50' (H) Q
SHEET: J
C101 w