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Ponderosa Conv Ctr_final site plan (4)0 I \ j \\ \\ \\ \ \\ \\ `\ �/ // l/ 1 /1 DC- I 1 I \ \\ \ \ \ \MVEWAY CULVERT \ x Y \ \ \ O \ ,t— v v vv y RIRAP (X)AET FIR 'N [� , \ V :"� f u' �' _ yfd M \ 4 4 f 4 .0 .i k J 4 .V x'p` •...�M x' _ / _ / MIN 0 / I ` \ \ 1 \ EVS77NG to I RT \ / \ , S yYp 2- 21"3 c s`,� 4 .✓"5' a>'Y+i r' e a„3 a 1.' t ✓ \ i Q. z I 5 �i+e � �,y�. k. sa� a „+ t 4L a f >n t +tom �c� C IN', y¢.3vx �Fi'..k y^ i>`•iJ re t 'y" a�*�- � \ \ \ \ O/ x a O 1' ` \ l Y \ / / 1yK 'S.'"�s $ x $ F +s�.g } h \ \ ^ / r 5 a+ x"zd3r"'x� �" 3 y x§ t` ` S ++' ,-+,.,y _ z' ? T x c ' �• (c'; v iz-�h.j_.r- \ V 1 I / / itw u, x �y `"xz >x"�s.t'''...° +`.e : '�•- t '.. M.�s t as >,I y x i t ry e t - § 'Su.=ai. X s 31x \ \ \ V 1 I m )t3404 — \ yle / tri `i'3 ,.�{k 3` T ° } x Y f ✓ `z / 1 \\\ _ - \ , I `° I 1 \\ I kr,yn; t''„7�4....°' v« 31 >✓� r ,�; // 'I \ \ 1 I I = 1 I 1 \ iii— //, \\\ \ 1 \ \ \\ \---_— _ PLAN 360.0( 1 11 340.0( 9 330.00 320.00 310.00 PVI STA: 1+14.99 PVI ELEV: 330.16 K. 2103.97 1 VC• 17A 9n PN STA 3+15.00 PM ELEV: 33200 K: 95.27 \M. CZ nC ACCESS ROAD PROFILE A SCALE AS SHOWN P1 J OW TEW 7Tw 350.00 340.00 tf Zv O 3W•w W 320.00 310.00 LESEND PONDEROSA ROAD _310—DW NG 10' CCNIOUR (SEF Rff&EIV6r 1) — — — — — — — M71NG 2' CONTOUR Oi N GO CS N AV - M rrrr�a tJ0 N rip rrrr�� �+ M OWRNEAD E1F0UC —a a— C-4 Co LU m m —•••—•••— U HARNE17-DO098 LIMITS OF DISTURBANCE C-11 6 Co CULVERT DI -11 m W DC -11 DRAINAGE CHANNEL r AGGREGATE SURFACING REFERENCES 1. TOPOGRAPHY FROM NCDOT LIDAR SURVEY. 2 PROPERTY BOUNDARIES FROM FIELD SURVEY DATED DECEMBER 21, 2015 PERFORMED BY SURVEYING SOLUTIONS, P.C. 0 40' 80' 120' LQ o -8 o u II 1Q- II Cn Cn i i 2 4% -1. 7% ' c N PN STA 2 N 41.78 M ao �: . PM ELEV 33.00 LVC: 79 HIGH P1 STA; 2 DI VEWAY CULVERT C-11 (18'!) HIGH PT ELEV33266 164.4 /Lim /liffl ACCESS ROAD PROFILE A SCALE AS SHOWN P1 J OW TEW 7Tw 350.00 340.00 tf Zv O 3W•w W 320.00 310.00 LESEND PONDEROSA ROAD _310—DW NG 10' CCNIOUR (SEF Rff&EIV6r 1) — — — — — — — M71NG 2' CONTOUR — — — — Pm&Tr BOUNDARY (SFE REFS var 2) —: :— saAawrsEMElr PROJECT N0: OWRNEAD E1F0UC —a a— UIIDERGROUND GAS — — — STREAM (APPROMA7E) —LLL DIVERSION CHANNEL —•••—•••— SILT FENCE HARNE17-DO098 LIMITS OF DISTURBANCE C-11 6 Pi CULVERT DI -11 DROP INLET DC -11 DRAINAGE CHANNEL r AGGREGATE SURFACING REFERENCES 1. TOPOGRAPHY FROM NCDOT LIDAR SURVEY. 2 PROPERTY BOUNDARIES FROM FIELD SURVEY DATED DECEMBER 21, 2015 PERFORMED BY SURVEYING SOLUTIONS, P.C. 0 40' 80' 120' 30' 20' 10' 0 0 0 80 11. III■ PREPARED FOR: HARNETT COUNTY LILLINGTON NORTH CAROLINA PREPARED BY: NC LIC. NO. C-08 [ENGINEERING) S M ITH+ 6ARDNER ENGINEERS 14 N. Boylan Avenue, Raleigh NC 27603 1 919.828.0577 REV. I DATE I DESCRIPTION Electronic files are instruments of service provided by Smith Gardner. Inc. for the convenience of the intended recipient(s). a no warranty is either expressed or implied. Any reuse ar redistribution of this document in whole or part without the written authorization of Smith Gardner. Inc., will be at the sole risk of the recipient. if there is a discrepancy between the electronic files and the signed and sealed hard copies, the ban copies shall govern. Use of any electronic files generated or provided by Smith Gardner. Inc., constitutes an acceptance of these terms and conditions. PROJECT TITLE: PONDEROSA ROAD CONVENIENCE CENTER AND PA PHASE) EROSION AND SEDIMENTATIO CONTROL DRAWINGS DRAWING TITLE: ACCESS ROAD PLAN AND PROFILE DESIGNED: PROJECT N0: P.K.S. HARNETT-PN 1 DRAWN: SCALE: C.T.J. AS SHOWN APPROVED: �5 DATE: JAN. 2016 FILENAME: HARNE17-DO098 SHEET NUMBER DRAWING NUMBER: 6 Pi