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HomeMy WebLinkAbout20170782 Ver 1_C100_20171117r �,�• :J�. iii LEGEND PROPERTY LINE _100- EXISTING CONTOURS PROPOSED CONTOURS STREAM BUFFER SILT FENCE • CREEK CENTER LINE F f. *..- _ STREAM & UT POINT TABLE POINT LATITUDE UT # 1 - 35.275786° N UT #1 35.276155° N i UT #1 35.276633° N y i • F POINT #3 ' UT #1 - 35.277187° N POINT #4 r ,, �' .f �• NORTH 35.275890° N _ ,` • �� � � _, PRONG GLADE CREEK - 4r i �. '�� POINT #1 NORTH 35.275976 N PRONG GLADE 'KLr. ,: CREEK j POINT #2 -` BEFORE YOU DIG! NORTH 35.276440° N PRONG GLADE r + �' ,�►: CALL 1-800-632-4949 CREEK - �'+ N.C. ONE -CALL CENTER POINT#3 ITS THE LAW. ©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 11911101 11112 82.672621 ° W 82.672764° W 82.672702° W 82.672556° W 82.672475° W 82.672308° W aS�gNHWY ry�o � 5� P SITE PS�E� V jpO�wP�p HENDERSONVILLE HWY -HWY 64 VICINITY MAP (NTS) 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 WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH 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 COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING BORROW SITE. 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 WETLAND 1 = 1,544 SQ.FT. OR 0.035 ACRES WETLAND POINT LATITUDE LONGITUDE W1 35.275616° N 82.672237° W W2 35.275576° N 82.672191' W W3 35.275509° N 82.672180° W W4 35.275451' N 82.672199° W W5 35.275478° N 82.672265° W W6 35.275447° N 82.672316° W W7 j 35.275504° N 82.672300° W WETLAND 2 = 2,195 SQ.FT. OR 0.050 ACRES WETLAND POINT LATITUDE LONGITUDE W8 35.275320° N 82.671745° W W9 35.275348° N 82.671670° W W10 35.275298° N 82.671622° W W11 35.275202° N 82.671733° W W12 35.275179° N 82.671833° W W13 35.275616° N 82.672237° W WETLAND 3 = 2,249 SQ.FT. OR 0.052 ACRES WETLAND POINT LATITUDE LONGITUDE W14 35.275994° N 82.671948° W W15 35.275906° N 82.671677° W W16 35.275994° N 82.671948° W W17 35.275906° N 82.671677° W W18 35.275890° N 82.671906° W DATA SHEET LOCATIONS SAMPLING POINT NUMBER LATITUDE LONGITUDE SP #1 35.275526° N 82.672223° W ***SAME DATA SHEET WAS USED FOR WETLAND #2 AND SP #1*** SP #2 35.275923° N 82.672290° W SP #3 35.275920° N 82.671970° W STREAM & UT POINT TABLE POINT LATITUDE NORTH 35.276920° N PRONG GLADE CREEK - POINT #4 UT #2 - 35.275592° N POINT #1 UT #2 - 35.276180° N POINT #2 UT #2 - 35.276365° N POINT #3 UT #2 - 35.276586° N POINT #4 UT #3 - 35.275070° N POINT #1 UT #3 - 35.275559° N POINT #2 UT #3 - 35.275923° N POINT #3 UT #3 - 35.276365° N POINT #4 LONGITUDE 82.672172° W 82.672268° W 82.671792° W 82.671489° W 82.671109° W 82.671760° W 82.671249° W 82.671436° W 82.671489° W COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. PRELIMINARY ,����rrrrrrrri ••` 6�EC, Go ORgT. F•' NCBELS#C-3448; ' T/ / C ARO •.• rrrrrr446641•• POTENTIAL WATERS OF THE US MAP PREPARED FOR: PISGAH FOREST BASECAMP, LLC 2112 CLUB ROAD CHARLOTTE, NC 28205 z O U DATE: REVISIONS: Z O U O u_ SHEET SIZE: 0 24"x36" Cw DATE: Q 06/22/2017 J PROJECT NUMBER: ui 0530052017 f):f DRAWN BY: V.WILKS Q APPROVED BY: z J.CHURCH SCALE: 1" = 50' (H) (U) z 2i 50 25 0 50 100 SHEET: J C100 w