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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> VICINITY MAP ' <br /> SEAL <br /> II ; Blackwood 0289 <br /> ORANGE COUNTY __ Mtn. 1725 <br /> DUKE FOREST ���'S011CL1P,��,��` <br /> Meadow II <br /> Flats 11 <br /> II <br /> \\ r l <br /> II EUBANKS Z CD <br /> o <br /> II ROAD I--I o <br /> 1009 jj C&D <br /> II LANDFILL II/ m <br /> ii ROAD 00 <br /> Ln <br /> �I \1 E�pgNKS 1727 9 <br /> / 00 <br /> 1727 4' W O O'I 4t <br /> S73 <br /> Ol <br /> II O _1 v <br /> II F--I L <br /> II un r.i E <br /> U 7 5 U <br /> � zU <br /> II II/ rTl LU i z <br /> U � <br /> - I <br /> 1729 <br /> ` 1 \ <br /> \ <br /> NOTE: EXCESS CUT MATERIAL TO BE 1117 <br /> ` STOCKPILED ON ADJACENT C&D LANDFILL. <br /> COORDINATE W / OWNER FOR EXACT LOCATION <br /> �I <br /> CONNECT TO EXISTING 4" WALL DRAIN <br /> 0 <br /> EXISTING RETAINING WALL <br /> AREA OF GRAVEL PAVING INSTALLATION <br /> / <br /> Building Building <br /> 11lk <br /> II l i II i l l i ; II I 5 i <br /> W <br /> I <br /> W <br /> ( <br /> I I I I I I I I <br /> I <br /> l i I I I I I I 4" PVC @ 1% M I N V <br /> 2' BELOW GRADE( ADE MN s <br /> � Q <br /> 1 1 I I I I 1 I 1 � � <br /> III I ) �/ _ _ � s� Z <br /> 15" CPP SLOPE DRAIN \� `' I '� ; ' ,1 I DIVERSION BERM'� \\\ ` s�� o - /`r <br /> 1co 0 <br /> \ 533 <br /> LU <br /> _ ` <br /> -- ------------------------------- -- <br /> ---\ \ \ \ \ \ \ ---------- _ -- <br /> l __ ___ --------------------- <br /> \ ` —_------------------- ----- ----------- ----------------------- ------------------------------------------ <br /> ————— ———— —— — — — — — _ --- ` \\ ` \ <br /> 1 A' ��TT Rio <br /> j ry C �''�'p <br /> ----JULVL5. — - - ---- ---- --- ----- ----- - ----- ----- - --- �- 151 JLorC 1J1�_ __---- �\ - <br /> _ ------------------------------------------------------------------------ <br /> A \ <br /> ------ ------------- ------ -' " L-OP€-0RAI(lF------ ------------ ------------------------------------------------ -----------_ '--- -'�_�\ \ \\\ C/) <br /> \ _ --------------------- <br /> ------------- <br /> ------- ------------------------ <br /> \ > <br /> ----- --`- ---- ---- - ---- ------- - —————— -- --- --- --- - --, _____-- \\ \� \ \\\\\ \ Z <br /> \�-- --------------- -------- ---- --// \\\ ` \` \` \`\\`\\ \` \\ \\ \\ \ \\ <br /> O z <br /> \ J U =\ \ \ \ \ \ <br /> GRAPHIC SCALE 1 TON CLASS B RIP RAP ��� \ \ \ \ �\ \ \\ \\ � \ W � <br /> \ Z <br /> ON 4 Onz NONWOVEN GEOTEXTILE AREA TO BE REGRADED A ,\\\\\\`\ \\\\\\\\\\\ \\ \\\ O 20 0 0 20 4o NEW GRAVEL PAVEMENT <br /> ( IN FEET) SECTION INSTALLED 1 TON CLASS B RIP RAP ��\ \ \ \ \ `\ \ \ \ (r Z Ir <br /> 1 inch 20it. ON 4 Onz NONWOVEN GEOTEXTILE \\`\`\\\\`\\\\`\`\ \\ — <br /> \\\ \\ \\ \ \\ \\\\ \\ \ V) Q m <br /> \\ \ \ \ L U J <br /> N 2411 \\\ REVISIONS <br /> 7.28.2022 <br /> E FOR REVIEW ONLY <br /> 0 <br /> Z FINISHED GRADE <br /> 18•1 3' <br /> NCDOT ABC STONE 2 - I I I I I 1 2 <br /> �� PROVIDE 4' METAL T—POST <br /> (98% COMPACTION) 8 3 — Q1 15" SMOOTH LINED CPP EACH SIDE @ 10' O.C. <br /> W/12 GAUGE WIRE TIE OVER <br /> N 1 — — — — — — — PIPE <br /> w NCDOT#2 STONE 6�� �� _ _ 6„ — I 'I I I�_III-III-III-III-III-III- CLASS B RIP RAP <br /> — I I I I — — ' —' ' —' '— — ALIGN PIPED. <br /> DTO FLOW LINE <br /> OUTLET PA <br /> I111=III-III III-III-III-III-III-III-III-III- -II I I I I of DITCH. <br /> -III=III-I 1=III-III-III-III-III-III-III-III ,-1I1=11 III <br /> s - - - <br /> w =III=III 11=1= =1 =1 =11=I=11= III-III-III=III= I I I I I EROSION CONTROL o SLOPE DRAIN DETAIL I L o DESIGNED BY: <br /> I 11=1 I I=1 I=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I <br /> MATTING OR EQUAL CTC <br /> NAG S150 N.T.S \ <br /> N 8 OZ NONWOVEN GEOTEXTILE `4 OZ NON-WOVEN GEOTEXTILE DRAWN BY: <br /> s AM <br /> 0 <br /> COMPACTED SOIL BERM CHECKED BY: <br /> TYP. GRAVEL PAVING SECTION DIVERSION BERM DETAIL CTC <br /> N <br /> N.T.S N.T.S LONGITUDINAL SECTION MAINTENANCE SCALE: <br /> 97 NOTE: ABC TO BE INSTALLED AS 2 LIFTS 1" = 20' <br /> E NOTE: BERM TO BE MATTED AND SEEDED ENSURE THAT ALL FILL MATERIAL IS WELL COMPACTED. INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER DATE: <br /> IMMEDIATELY UPON CONSTRUCTION ADEQUATELY PROTECT THE DRAIN OUTLET FROM EROSION. EVERY RAINFALL, AND PROMPTLY MAKE NECESSARY REPAIRS, WHEN NOVEMBER 08, 2023 <br /> PROJECT NUMBER: <br /> Z MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, 2200365 <br /> R ONE FOOT ABOVE THE TOP OF THE PIPE AT EVERY POINT. TEMPORARY MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF <br /> U <br /> IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY. <br /> a <br /> CONSTRUCTION. C5 . 0 <br /> 0 <br /> E <br /> E <br />