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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> VICINITY MAP <br /> �N- CA RO�'� <br /> �FESS/O' <br /> SEAL <br /> Blackwood 028909 <br /> ORANGE COUNTY _ Mtn. 1725 <br /> =n�' <br /> �� LNG 1 N�-- <br /> DUKE FOREST C L <br /> 1 <br /> ikk <br /> Meadow II <br /> Flats II <br /> II <br /> \\ r l <br /> II EUBANKS Z o <br /> II CD <br /> ROAD <br /> loos II C&D o <br /> li LANDFILL Ill m <br /> L �� \\EUBI`MKS ROAD S 1727 Q 9 <br /> a <br /> 1727 OP <br /> Olw3 <br /> o � u <br /> II F—� V) Ln J <br /> \` II N E <br /> II <br /> II z U <br /> 1 \ <br /> Z <br /> w u <br /> 1729 1= <br /> I ` <br /> \\\ _ <br /> \ \ NOTE: EXCESS CUT MATERIAL TO BE <br /> STOCKPILED ON ADJACENT C&D LANDFILL. <br /> \ \\ I� 1 \� \\ \\\ <br /> V-SHAPE SWALE ALONG EDGE OF GRAVEL PAV)ING. f rm <br /> -, \ .\\ \ \ \ COORDINATE W / OWNER FOR EXACT LOCATION 1' DEEP, 2:1 SIDE SLOPES. LINED WITH CLASS A RIP RAP. <br /> NN- <br /> \ \ \ <br /> CONNECT TO EXISTING 4" WALL DRAIN <br /> 0 <br /> ` \\ \I 1 �\ I ' 1 Ii I i I I EXISTING RETAINING WALL <br /> AREA OF GRAVEL PAVING INSTALLATION <br /> `\\ <br /> 1 I I I ► I I ; I I `\ Building Building \ ' - - <br /> I \./ J ', �\ <br /> _ <br /> NEW DROP INLET <br /> Illillllilil <br /> a \,I I I I I I <br /> ' RIM: 535.8 W <br /> INV: 532.5 12� <br /> I I I 11 III I I II II I II I � \ ' <br /> I ; ; I I II II W <br /> � 15" SMOOTH (� <br /> 1N 4" PVC @ 1% MIN,1 '� ,1 ; ;I ; ', '�I ', (2' BELOW GRADE MN) LINED CPP <br /> -. Q <br /> � ��' DIVERSION BERM z <br /> NEW DROP INLET <br /> 15" CPP SLOPE DRAIN �\I 11\ I '� ; ', `, 1 �\\�\�` s�� �o //s�� Q <br /> \ \ \ \ a RIMloo, : _- <br /> I� s� INV IN/OUT:531.5 <br /> co —�' <br /> 533 W <br /> `\ ,J -- <br /> \ \ - ' <br /> \ \ N <br /> N --------- -------------------------------- <br /> \ \ \ \\ \ \ \ \ \ --------------- ------ ----------- --_— <br /> \\ \ \ ------------------------------------------------ - --- <br /> ------------- <br /> \ \ ` `\ `\ ------ ---- ---------------- -----------------------------------------_------------ — --_---_-- \ J <br /> \`\\�`�; JUV-5a1 ----- -- -------- ---- ------ ----- ----------_-------------------- --- '5'rSLOPE URA�I --- \\�`\`` \\\\ <br /> \ _ ,_ <br /> \ ` Y---------------------- -- <br /> \ <br /> `\'N -- ---- -- <br /> --------- -- -- ------- -------------- ------------ --- ,---------- �\ \ \ \\ \\ \ <br /> ---------- - ------- - �� \ \ `\ 7 <br /> --- c----- `\\`\\\ `\ `\ \\ \\\ \\ � Z <br /> ----- ` VJ <br /> \ \ Z <br /> -------------- --_ _-- - ``1 \\ \\ Z <br /> GRAPHIC SCALE 1 TON CLASS B RIP RAP ���\ \\ \\ \\ `\ \\\\ �\ \ \\ W <br /> AREA TO BE REGRADED AND z 20 2° 4° ON 4 OZ NONWOVEN GEOTE-XTILE `�`,\\\\\ \ N\\ Cr) O <br /> NEW GRAVEL PAVEMENT 1 TON CLASS B RIP RAP <br /> (IN FEET) `\`\ `\ \ \ \\ \ \\ \\ \ <br /> 1 inch 20ft. SECTION INSTALLED ON 4 OZ NONWOVEN GEOTEXTILE `\\\ `\`\ `\ `\ \\ Z Q <br /> Cl) Q <br /> LLJ Er J <br /> N ` REVISIONS <br /> N 24" N <br /> LL 2 PROVIDE 4' METAL T—POST <br /> 15" SMOOTH LINED CPP EACH SIDE ® 10' O.C. <br /> W/12 GAUGE WIRE TIE OVER <br /> 18" PIPE <br /> NCDOT ABC STONE J 2 1 1 INi � <br /> CLASS B RIP RAP <br /> /o, (98 COMPACTION) <br /> N ;,_, OUTLET PAD. <br /> N 1 I ALIGN PIPE TO FLOW LINE <br /> N <br /> Y <br /> �6 16, <br /> — — — OF DITCH. <br /> NNCDOT#2 STONE 6 6 — <br /> I - I <br /> o III-11 % <br /> —III—III—I I—II. I I I _ SLOPE DRAIN DETAIL <br /> 5 1 1 I—I I I—I 1 1 11 �� q Ig� pI I I—III—III—III—I I I N.T.S 4 OZ NON-WOVEN GEOTEXTILE <br /> w —III—III I I=1 I I-=1�1 _-1I I-1 I1=1I I-1 I I-1I 1=1 11=1 11=1 11=1 11= I I I I EROSION CONTROL DESIGNED BY: <br /> 1111111111�111 I�IIIII�IIII�IIIII�IIII�IIIII�IIII�IIIII�IIII�IIIII�IIII�IIIII�IIII�IIIII �— I I I I MATTING OR EQUAL CTC <br /> 8 OZ NONWOVEN GEOTEXTILE I NAG S150 DRAWN BY: <br /> 0 <br /> AM <br /> COMPACTED SOIL BERM CHECKED BY: <br /> TYP. GRAVEL PAVING SECTION DIVERSION BERM DETAIL CTC <br /> N.T.S N.T.S LONGITUDINAL SECTION MAINTENANCE SCALE: <br /> 97 <br /> 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 EVERY RAINFALL, DATE: <br /> IMMEDIATELY UPON CONSTRUCTION ADEQUATELY PROTECT THE DRAIN OUTLET FROM EROSION. AND PROMPTLY MAKE NECESSARY REPAIRS, WHEN THE PROTECTED AREA HAS FEBRURY 16, 2024 <br /> MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN ONE FOOT BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, PROJECT NUMBER: <br /> Z 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 /> o CONSTRUCTION. <br /> 0 <br /> C5 . 0 <br /> 0 <br /> E <br />