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20070173 Ver 5_CL XX DAPI-US 03 10 00131 04 001_20161221
0 • 7 Col 9 W 3 2 K I J I H G I F E I D I C B MATCHLINE - N 6675 REFER TO 131 01 FOR CONTINUATION �.s-��ss Via-■- - ■-s-■.� a_s.i.s ■ -■■. O Ln s.s.�■.a.�.■-■-ss s _ .sem■ s ■ - O a.�-s-■ a l�_s.■ a.s.�.■.a-� ansa- O jj .■ a_ a ■i-s.a- .■� 0 �■--�■�.a f w-� t E D L O Ln w Ln01f *® w /� ' � TGC ll w oe ■ ■ ROAD / 001/ NV=295.7 � POWER POLE � ..a ✓ �- � e � te701 DISTURBANCE LANDSCAPED BERM I � ��` � OP INLET PROTECTION - TYPE 1 © IP <� . � ��- ✓� ✓ �✓� � � � INV=295.5Ile � _ I 2 INV -295.1 .001 _ ~'` r 'r UJ . ' _R STONE CHECK DAM 2 VO 6 CATCH BASIN ® CB -2 00 24" HDPE STORM PIPE r / INV=29 . f .✓ °, C:] TEMPORARY DIVERSION TD 10 INV294.1 f ✓ LEVEL SPREADER LS SEDIMENT TRAP ST WHEEL WASH TEMPORARY GRAVEL TGC R 'r ,, ,• f l�l / ,Lg6 `\ N 5001 OUTLET PROTECTION OP SLOPE DRAIN SD �� �' ✓✓ � ✓ E / ✓ � Il ■ � I SILT FENCE S/F — ,,, �. \ � ,.� ,�!--' ,,.�..,-- � ✓ , .-' ,Lg� %fig � x 285.00 EP EXISTING PP TEMPORARY CONSTRUCTION LAYDOWN AND FABRICATION AREA, ■ 1 / �C.)� ,� / / / / STRIP TOPSOIL AND GRADE AS REQUIRED. 6" MIN AGGREGATE BASE' ✓\ - - i Q� ✓ / �' / IN ACCORDANCE WITH SPEC �I SECTION XX022-32 ON WOVEN rn \' N 10/ . 1 GEOTEXTILE FABRIC, MIRAFI 500 X OR APPROVED SUBSTITUTE ■ j / / E N ■ IA . ..,, .. _.. .... . ...... _....... ._ ... ... ..w _....- .. ,® u„s I" J /�- ✓ ♦ (. N 6250 EARTHEN BERM, REFER TO NOTE 4 ON SHEET CL XX (cg.... DAPI -US 03 10 00131 00 Q p ■ ■ 1 / Q t lPP 1601 / TEMPORARYPARKING AREA, STRIP t` ■ ■ / SSMEPRE SURE TOPSOIL AND GRADE AS REQUIRED. 8” MIN AGGREGATE BASE IN ACCORDANCE t'� �I / REL VALVE) I OP=296. VE) / /// WITH SPEC SECTION XX022-32 ON WOVEN GEOTEXTILE FABRIC, MIRAFI ■ N6�29 . 7 f /� `I 500 X OR APPROVED SUBSTITUTE 293 4 i 00 / / I I 00 / w- 1010 - - / 1/ 11 '� �^ •`""(297) '" " ti TEMPORARY CONSTRUCTION LAYDOWN AND FABRICATION AREA, l STRIP TOPSOIL AND GRADE AS REQUIRED. 6" MIN AGGREGATE BASE IN ACCORDANCE WITH SPEC N 6000 1 ■ ►' `�» PP 01, r / 00 N - SECTION XX022 32 ON WOVEN ■ -' o GEOTEXTILE FABRIC, MIRAFI 500 X OR APPROVED SUBSTITUTE ■ � /�/ STO R M W ATE R �( "" "`•---,..._.., p � � f� MANAGEMENT T+ B„A"51N No.1 � (29S)— . REFER TO REFER III 9$ _ ` - " ( r / NOTE 2 / PO.[yD)- M� _ ' w ,� 292 r" ``•--., \1 ■ ■ (WET -- ■ PP INV. 286,00 (Z� -� Y` ■ rej I_ ( '" -..... _ �. _ .. N 57501 ■■ ■■moi■■ r■�■■�■■..�■ ■ C ■■ .'G ■ ■-■^�■■ ■■ ■ ■r .�■�■■�■■�■■�■■�■■�■■ ■■��■■� ■■�■■■■�■■■■ ■■■�■■�■�■■■�■■�■■�■■i MATCHLINE - N 5725 REFER TO 00131 07 FOR CONTINUATION Know what's below. Call before you dig. PREVIOUSLY ISSUED AS DRAWING NUMBER CL XX DAPI -US 3 15 00204 K J H G F E D IN 7 _ a SEAL 18243 ��'�• FN fc A z O Q Z Z O O LL_ O M O O OO W W O Ln Lr) W i W Z J 001 28MAR16 Rev.: Rev. date: mg UnmnorctsW Novo Nordisk A/S Powhatan Road Clayton, North Carolina USA Ll M IVU i t5: 1. REFER TO DRAWING CL XX DAPI -US 03 10 00000 00 FOR GENERAL NOTES, LIST OF DRAWINGS AND SPECIFICATIONS 2. STORMWATER MANAGEMENT BASINS TO BE INSTALLED DURING EARLY WORKS, PHASE 2. 3. REFER TO CL XX DAPI -US 03 10 00520 00 THRU 00520 03 FOR EROSION CONTROL DETAILS. LEGEND: WETLANDS . -. 0 • FENCE CONSTRUCTION —x—X— FENCE TURNSTILE ® 7 BUILDING ROAD PROPERTY LINE ----- POWER POLE LIMITS OF DISTURBANCE LANDSCAPED BERM OUTLET PROTECTION OP INLET PROTECTION - TYPE 1 © IP 1 INLET PROTECTION - TYPE 2 Ip STONE CHECK DAM 2 VO 6 CATCH BASIN ® CB -2 24" HDPE STORM PIPE FLARED END SECTION C:] TEMPORARY DIVERSION TD 10 DRAINAGE FLOW No LEVEL SPREADER LS SEDIMENT TRAP ST WHEEL WASH TEMPORARY GRAVEL TGC 5 CONSTRUCTION ENT/EXIT OUTLET PROTECTION OP SLOPE DRAIN SD SILT FENCE OUTLET SFO SF SILT FENCE S/F — CONTOUR -----285------ —285— SPOT ELEVATION x (285.00) x 285.00 EP EXISTING EDGE OF PAVEMENT ROW RIGHT OF WAY 131 01 i 131 02 I 131 03 131 11 NOT USED I I I �I 131 10 1 I 1 I 131 14 1 i 131 15 1 131 16 i 131 17 i 131 18 i 131 19 1 131 20 KEY PLAN 0 25' 50' 100' 150' 200' 250' SCALE: 1 "=50' AFZ\CIT ISSUED FOR CONSTRUCTION Desion init.: Revisions: Drawing Document approved: classification Novo Nordisk Diabetes API -US Creation date: 100CT15 CIVIL Revision date: 28FEB16 Drawn Bv: CIT EARLY WORKS - PHASE 2 Design By: AFZ ROUGH GRADING AND DRAINAGE Scale: 1"=50' PLAN Page no.: CL XX DAPI -US 03 10 00131 04 001 KI 2