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HomeMy WebLinkAbout20070173 Ver 5_CL XX DAPI-US 03 10 00131 10 001_20161221C7 • FA u 5 M 3 2 1 z O R Q z H Z O O LL 0 M 0 O 0 W LL LU O Ln N 00 z I LU Z H J 2 K I ] I H G I F I E D C I B 0 o Ln K J H 0 u) 00 0 M 0 Ln rn D 00 w w w w 7 fl � ROAD PROPERTY LINE ----- POWER POLE LIMITS OF DISTURBANCE LANDSCAPED BERM OUTLET PROTECTION OP INLET PROTECTION - TYPE 1 © IP 1 N`-� INLET PROTECTION - TYPE 2 E] Ip STONE CHECK DAM 2 V9 6 CATCH BASIN ® CB -2 24" HDPE STORM PIPE FLARED END SECTION 0 TEMPORARY DIVERSION TD go i --—� LEVEL SPREADER LS SEDIMENT TRAP ST WHEEL WASH WW 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 a -----f--A� - N 5500 131 01 131 02 1 131 03 131 04 �'_£ 131 05 i 131 06. r V r 9 � r � r � TEMPORARY CONSTRUCTION LAYDOWN AND FABRICATION AREA, - STRIP TOPSOIL AND GRADE AS iSS REQUIRED. 6" MIN AGGREGATE BASE o IN ACCORDANCE WITH SPEC I SECTION XX022-32 ON WOVEN A r� GEOTEXTILE FABRIC, MIRAFI 500 X ,� '" A ` I_ OR APPROVED SUBSTITUTE ✓ t� / N 525( N 5000 TEMPORARY CONSTRUCTION r �' LAYDOWN AND STOCKPILE AREA, STRIP TOPSOIL AND GRADE AS REQUIRED* LIMITS OF r r `• i\ DISTURBANCE rf- -r��-� tip-rr-•-�-�-�r�r�-�-� �-r -rte-r��-rr�-�-r�t��-r�i-�-f �-f�-�-�-��•r�tf��-��r�-�-rr��-f t�-r�-��-f�-t•-f�-r�-�f��-�-r��-t•- ��-�-•-ty��-E-�-ff-�-+f-r�r�-�-rte-f-�-� MATCHLINE - N 4775 REFER TO 00131 14 FOR CONTINUATION Know what's below. 0111 before you dig. PREVIOUSLY ISSUED AS DRAWING NUMBER CL XX DAPI -US 3 15 00210 K J H G F E D sSIq.4t'�'�: r a SEAL 1824a IAt 46 i/ C 001 128MAR16 Rey.': I Rev, date: checked: UnmnordisW Novo Nordisk A/S Powhatan Road Clayton, North Carolina USA 0 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 I - TREE LINE LOW BRUSH C] • FENCE x—x---- 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 E] Ip STONE CHECK DAM 2 V9 6 CATCH BASIN ® CB -2 24" HDPE STORM PIPE FLARED END SECTION 0 TEMPORARY DIVERSION TD go DRAINAGE FLOW --—� LEVEL SPREADER LS SEDIMENT TRAP ST WHEEL WASH WW 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 a -----f--A� - 4 131 01 131 02 1 131 03 131 04 �'_£ 131 05 i 131 06. 131 11 NOT USED I i 131 15 71 131 16 131 17 •1 _ 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 Design init.: Revisions: Drawing Document approved: classification Novo Nordisk Diabetes API -US Creation date: 10OCT15 1CIVIL Revision date: 28MAR16 Design By: AFZ ROUGH GRADING AND DRAINAGE Scale: 1"=50' PLAN Page no.: CL XX DAPI -US 03 10 00131 10 001 3 2