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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> VICINITY MAP "loll <br /> C <br /> SEAL <br /> 4 � <br /> 11 ;I Blackwood - 028909 <br /> ORANGE COUNTY -- ,;' Mtn. 1725 =n�' -'Q? <br /> \\�\� DUKE FOREST ����S++C L <br /> \� I <br /> Meadow II <br /> Flats II <br /> II <br /> \\ r l <br /> It EUBANKS Z o <br /> It ROAD <br /> ,00s C&D o <br /> II LANDFILL I� r -1 <br /> rn <br /> '\EU ROAD S 1727 r, <br /> 1727op <br /> rn <br /> w <br /> rn <br /> o � U <br /> Ln J <br /> \` II LuLnN E <br /> II Z Wiz " <br /> II <br /> 1 \ <br /> \ \ \\ III LU m Z <br /> 1729 <br /> ` I \ <br /> I ` <br /> \\ \ \ \\ ? <br /> \ \ \ NOTE: EXCESS CUT MATERIAL TO BE 1117 <br /> "NN \ STOCKPILED ON ADJACENT C&D LANDFILL. <br /> \ \ \ \ I \ , , V-SHAPE SWALE ALONG EDGE OF GRAVEL PAVING. <br /> \`\ \\\ \\1 `, ' ', `, \\\ \� COORDINATE W / OWNER FOR EXACT LOCATION 1' DEEP, 2:1 SIDE SLOPES. LINED WITH CLASS A RIP RAP. <br /> �\ <br /> \ \ <br /> \ <br /> \\ \\\ <br /> N CONNECT TO EXISTING 4" WALL DRAIN <br /> I EXISTING RETAINING WALL <br /> \ AREA OF GRAVEL PAVING INSTALLATION <br /> 1 I I I I I I I I 40.0' <br /> \I I I I � I I I I � I i I I \\ \• \\ � i <br /> \\ <br /> I II I I II I I I <br /> \ <br /> I I , ; I II , , , IN. Building Building , <br /> 1 <br /> I I <br /> III I it \ <br /> NEW DROP INLET l 0- <br /> 535 RIM: 535.8 W <br /> ' I I <br /> ��' ��� � <br /> INV: 532.5 <br /> j <br /> W 4" PVC @1% MIN 15" SMOOTH (IJ <br /> (2' BELOW GRADE MN) Q� LINED CPP <br /> a <br /> ��' DIVERSION BERM z <br /> s NEW DROP INLET <br /> 15" CPP SLOPE DRAIN \`I `, I '� ; ; '\ 1 �`\ s�� �;� �s Q <br /> RIM: 535.3 <br /> o `\\ <br /> INV IN/OUT:531.5 0 <br /> 533 <br /> LU <br /> \ \ - - <br /> Q <br /> \ \ N, `` \ <br /> S _ — --- --- ---- <br /> \ \ - - -- ----------- _ <br /> \ \ \ \ <br /> \ `\ \ \ `� <br /> - --------------- ---------------- ------------------ - --- ---- <br /> \ \ \ \ \ -- ---- -- --------------- -------- --------------------------------- - \\\ `\ \ \ <br /> _— J�LV� 1fQ------ — — ——————————— ———————————————————————————————————— -------- L_� RA11y --___— `\ \\\ \ \\\ J <br /> \ \ \ \ -_- ----------------------------------------------------------------------------- - ---- \ \\ `\ \ \\ \ \ <br /> - ------ -IY-SL-OP€-DRA�I4------ ----------------------------------------------------------- ---------------- -------------- ------ _�\ `\ \ `\\ <br /> \ -------------------------------------- ----- --' --- <br /> ------ <br /> \ ` <br /> \_- �\ --------------- _ - \ \ \ \\\\ \\ `\ \ \ \\ <br /> N. <br /> \_- -- ---------_-- ------ -- ' \\ ` \ \ \\ \\ \ \ \ `\ `\ \ \ <br /> \ \\ \\ \\ \ \\ \ \\ \\ \ \ r ) = <br /> GRAPHIC SCALE 1 TON CLASS B RIP RAP -," \_ �J <br /> \ \ \ \ \` \ \` \` \ \ z LU <br /> ON 4 OZ NONWOVEN GEOT-EXTILE AREA TO BE REGRADED AN \\\\\\`\\\ \ \\\\ \\ \\ \ O <br /> 2!) o ,0 2!) 4o NEW GRAVEL PAVEMENT <br /> `\ 1 TON CLASS B RIP RAP \ <br /> (IN FEET) N\\ \ ` \ `\ ` \ \ <br /> 1 inch_ loft. SECTION INSTALLED ON 4 OZ NONWOVEN GEOTEXTILE \\` ` \\ \ ` \\ \ — z O <br /> 24" ` \ 2024-01-0-REVISIONS ADDENDUM 3 <br /> �t <br /> 2 PROVIDE 4' METAL T-POST <br /> Q 1 15" SMOOTH LINED CPP EACH SIDE ® 10' O.C. <br /> W/12 GAUGE WIRE TIE OVER <br /> 18" PIPE <br /> /o <br /> NCDOT ABC STONE 8 2 I I I CLASS B RIP RAP <br /> (98 COMPACTION) <br /> a OUTLET PAD. <br /> — — — — — — — — OF ALIGNDITCH.E TO FLOW LINE <br /> N o NCDOT#2 STONE 6 6 I I - <br /> I - I <br /> -III-III-I I-III=i I I=1 I I=1 I I=1 I I-III=1 I=1 I I=1 I=1 I I=1 I=1 I I=1 III I SLOPE DRAIN DETAIL <br /> III-III-III II I III=III=III=III=III - N.T.S <br /> 3 4 OZ NON-WOVEN GEOTEXTILE <br /> EROSION CONTROL DESIGNED BY: <br /> IIIII�IIIII�111 I�IIIII�II11�11111�1111�11111�1111�11111�1111�11111�1111�11111�1111�1111� I I �— I I I I MATTING OR EQUAL <br /> CTC <br /> 8 OZ NONWOVEN GEOTEXTILE NAG S150 DRAWN BY: <br /> AM <br /> COMPACTED SOIL BERM CHECKED BY: <br /> TYP. GRAVEL PAVING SECTION DIVERSION BERM DETAIL CTC <br /> W N.T.S N.T.S LONGITUDINAL SECTION MAINTENANCE SCALE: <br /> NOTE: ABC TO BE INSTALLED AS 2 LIFTS 1" = 20' <br /> N NOTE: BERM TO BE MATTED AND SEEDED ENSURE THAT ALL FILL MATERIAL IS WELL COMPACTED. INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL, DATE: <br /> IMMEDIATELY UPON CONSTRUCTION ADEQUATELY PROTECT THE DRAIN OUTLET FROM EROSION. AND PROMPTLY MAKE NECESSARY REPAIRS, WHEN THE PROTECTED AREA HAS NOVEMBER 08, 2023 <br /> Z MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN ONE FOOT BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, PROJECT NUMBER: <br /> s ABOVE THE TOP OF THE PIPE AT EVERY POINT. MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED 2200365 <br /> IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING APPROPRIATELY. <br /> CONSTRUCTION. <br /> C5 . 0 <br /> N <br /> N <br /> O <br /> N <br /> a <br />