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HomeMy WebLinkAboutNCC222850_Site Plan or Location Map_20220810I Llw'w r� 'w \1.\I fs 1,\riW- 0r- JF_ ,AW1 _\01 J,A r-1 1. RESEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 14 DAYS ON ALL OTHER AREAS. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. 2. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. PROVIDE PERMANENT SEEDING WHERE MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ESTABLISHED. 3. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT THE EROSION CONTROL INSPECTOR TO CLOSE OUT THE E&SC PLAN. AFTER THE EROSION CONTROL INSPECTOR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT. CITY OF LEXINGTON POWERLINE AS NOTED ON PB 44, PG. 2. AO NEW TEMPORARY SKIMMER SEDIMENT BASIN WITH BAFFLES, SKIMMER DEVICE AND OUTLET STRUCTURE TO REMAIN IN PLACE. # NEW STORM DRAINAGE STRUCTURE NUMBER. REFER TO SHEETS C3.3 AND C3.4 FOR STORM DRAINAGE SCHEDULE. ®NEW DITCH SECTION WITH MATTING. SEE DETAIL SHEETS FOR DIMENSIONS. PROPERTY INFORMATION: PARCEL ID NUMBER: 6726-01-35-5385 " M ZONING: RA-3 U ACREAGE: 30.00 Z_ N � Q Z_ PROPERTY OWNER/DEVELOPER: 5ti 0 DCA LEXINGTON PROPERTIES, LLC V Q 500 BIESECKER ROAD �5 Q U LEXINGTON, NC 27295 o Y Z E PHONE: N = Q Q o CONTACT: m� z i Q email: SITE '� 4 (_9 � Z M VN mx •J Z J N 00 N ENGINEER: (1) W � oo ALLIED DESIGN, INC. Q w J I` o N BIESECKERRD � Q _ (O 4720 KESTER MILL ROAD Z_ W U (p r— Fu WINSTON-SALEM, N.C. 27103 z 70 (� U) Z � 0 � PHONE: (336) 765-2377 A Z w 0 co 2� M. SEY, PE Co email: scause E all ed enU urv.com x _� J o U Y@ 9 0 N Z O X Q dli� �(D FIRM LICENSE C-1891 / T90'\ / S_ VICINITY MAP ,g CAR \ �\ �yU '` •''�, q0 MpQRgRy qT�NOT TO SCALE ?-lu r � C �01\�';`�'��� rsspS7-/oyFgSFM o — —0 �sg�NF/V FNT 1970 / 0 786 \ �2,90 �yU'�P �� Sr I U(; I N(E(c,Q-L $ °� / os QyU �¢.._.. _...� / O 788 \ GRq V144 Z 7 ZLu U O = DI Lu LU Z / o — \ 785 \ ( / / �rn / ( \ INV Q Lu 01 \ I > (n _78 0_ 8 — \\ / > <8> CB I FLOW=792.03' INV OUT=789.40' v 0) oa' \ //�Q r- CoU N a - CN //,<�- EX CB U N CD FLOW=791.92' N _ INV IN (15")=788.32' N N _ T - INV IN (24")=783.85' 0 / INV OUT=783.90' O m Z EX PAVED PARKING AREA U Z 0 W U bi RIM=789.64'F � = Q INV IN=786.41' d Q U Q INV 0UT=784.10' EXIST. CB FLOW=791.96' INV 0UT=784.95' Z O z d uj � 0 U z O U C/) o j�5 w 0 Lu 0 U Z of Z w IY a � O U o uj O o Lu � \ \ \ Lu N N N N O N T _\ O o m \ zz SITE � N m \ c� FINAL �_ QH� GRADING \'W " PLAN RIM=750.64' v _ INV 1N=7t9U.41 `.' SHEET INV IN=743.04' _ — G G O INV OUT=780.45' INV=796.17' INV=796.51' GRAPHIC SCALE INV OUT=743.04' — — _ _ G G G O�EX. GAS LINE (ASSUMED LOCATION) G G G0 G G 5o 0 25 5o 100 200 --- -- -- BIESECKER ROAD C3.1 ( IN FEET ) SR # 1408 1 inch = 50 ft.