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HomeMy WebLinkAbout20070173 Ver 5_CL XX DAPI-US 3 10 00131 08 002_20161221L•, Wi 0 2 1 K I ) I H I G I F I E I D I C MATCHLINE - N 5725 REFER TO 00131 05 FOR CONTINUATION " _.. / / _. % ✓ 'y � .V y I cJ y y \ .0 a / . ,.::. ..... _..._..__....... .. .__ . � .. _ .� ........ ... ... ,�"__ 0. ._ _ . _..,,,. _..._ _ _�''. ..___... _ _�_..._ ...... _._� _.__ ... _�,�..._. _ ........_ . �I�-kiALIL ROAD____ _.... ._ _ /.. . y ■ /292 290 290 __..._..__._..._..._ _ ._.. __ ..__._.._... w / 109 1ft 2'WIDE ROCK ORIFICE, TEMPORARY CONSTRUCTION SEE DETAIL SHEET CL XX 291-292 LAYDOWN AND FABRICATION AREA, DAPI -US 3 10 00502 03 g STRIP TOPSOIL AND GRADE AS l ry /� y y / ■ REQUIRED. 6" MIN AGGREGATE BASE / / .f ( �, y i IN ACCORDANCE WITH SPEC y „ -� ��..w� .�.-�� s .n .. y �. ,. / a TEMPORARY CONSTRUCTION SECTION XX022-32 ON WOVEN ,� / N / ' REVISED WETLANDS LAYDOWN AND FABRICATION AREA, _(2,91)' I y r� '� yIMPACTAREAS y GEOTEXTILE FABRIC, MIRAFI 500 X r / r y y „ _ y / i / �� STRIP TOPSOIL AND GRADE AS t i.< OR APPROVED SUBSTITUT I / ( \y \x y y \ y -V ' v y � ` i 291 REQUIRED. 6" MIN AGGREGATE BASE t l y S y x y y 4 IN ACCORDANCE WITH SPEC c _ / 1 ST SECTION XX022-32 ON WOVEN f s y 1 JIV GEOTEXTILE FABRIC, MIRAFI 500 X ■ - Z93 �/ / ,- '` f ` y v y y ry �' „ / xT 292--- OR APPROVED SUBSTITUTE-----�, ■ / ..� �.. 1 y y I 12' WIDE ROCK ORIFICE k € CZ92)� SEE DETAIL SHEET CL XX1 — € 294 /+ry ' r� / y „� y y (� y y y v �. 1 DAPI. US 3 10 00502 03 293 L■am■d■■■111_ ■■m�■■�■■m%■s a mown 0 ■■rillt■■ r(■mmv■ 0iimmm■■��ir�iL■■a■. °■■ i i1■■��■ I ■■�■■ ■� `■■�■■ s�■■�■ MATCHLINE - N 4775 REFER TO 00131 12 FOR CONTINUATION Know What's below. Call before you dig. PREVIOUSLY ISSUED AS DRAWING NUMBER CL XX DAPI -US 3 1S 00208 K H G F E D B I A IVU I t5: 1. REFER TO DRAWING CL XX DAPI -US 3 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 3 10 00520 00 THRU 00520 03 FOR EROSION CONTROL DETAILS. LEGEND: Clayton, North Carolina USA EXISTING PROPOSED WETLANDS TREE LINE��J.J' LOW BRUSH FENCE —x —x — CONSTRUCTION —X—X— FENCE TURNSTILE BUILDING ROAD PROPERTY LINE ----- POWER POLE LIMITS OF DISTURBANCE LANDSCAPED BERM OUTLET PROTECTION OP INLET PROTECTION - TYPE 1 138, INLET PROTECTION - TYPE 2 IP STONE CHECK DAM 2 ®(CC3j CATCH BASIN CCB -2 STORM PIPE 24" HDPE FLARED END SECTION C] TEMPORARY DIVERSION TD—` DRAINAGE FLOW► LEVEL SPREADER O SEDIMENT TRAP ST WHEEL WASH TEMPORARY GRAVEL TG CONSTRUCTION ENT/EXIT OUTLET PROTECTION OP SLOPE DRAIN SD SILT FENCE OUTLET 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 k 13101 1 13102 1 13103 1 k 13104 13105 i 131 06 , k k 1 - 13107 131 a8 1310 ` 131 10 k k lilt k i 1 1 131 11 r J NOT R Liv�,I r 131 15 k 13116 k 131 17 1 �1 _13118 1 13119 1 13120 KEY PLAN 0 25' 50' 100' 150' 200' 250' SCALE: 1 "=50' 002 24OCT2016 I CIT 009 48MAR2016 AFMCIT e Rev. date: Desiqn init.: f ! 1lll O IAIi novo nordisw o'ly�c'9 ,�� O : Novo Nordisk AIS Q Powhatan Road SE 43 _ Clayton, North Carolina USA F C REVISED WETLAND IMPACT AREA ISSUED FOR CONSTRUCTION Revisions: approved: classification NOVA Nordisk Diabetes APWS Creation date: 1 OOCT2015 CIVIL Revision date: 240CT2016 Drawn By C.TAYLOR EARLY WORKS - PHASE 2 Design By: A.ZUENDT ROUGH GRADING AND DRAINAGE Scale -,"=a' PLAN Pa a no.: CL XX DAPI -US 3 10 00131 08 002 E- 71 *m 51 ME 31 M