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HomeMy WebLinkAboutSW6220101_Plansheet - Other_20220119 (10)a 0 N 0 N r 7 ��^ PAD 313.40 \ :Z-A I D \. �W91 (P i \ G � �9, o o W�Cp \ .rnrn 1 ) , - `N MyI RM /(9 S 2 // l ///V 9 �SOp HV 00307 .60 yy z o J'29�Spr�CT �8) II — +� 1 iM 499 4a 1 loo c. 2 )\/�) & S00) oo� 26 s /� w Z m NC GRID �Z011) m - - A o�� 2 )J 304.00 >< 305 300 295 290 285 280 275 270 265 �4'A 0l jCp. 52.40 j 0 /Vk 30 29997 4, 01, 0 m ?s 4B 9 u PAD 302.00 =o- J J � O 0 N N N 0) 0) O ,j N - n O Sot I I 1 �O /i V_ L L � L 1 I 1 Cn AVG CD I� \ / /AF eR Mq/ M T �� m I I CD \ / �l �FT�F/YS qN�S M � 1 I SolMF I I oR FT PAD 306.90I I I I I ' w � 7e I I 1% o tee. +00 FAS/�F� L�� 3+00 342.86 0 I 6 LF wERR�M66/� F0A T 196 2 1 3� E I I /N� /�V 2j 9 o0/CR S /qM , �. C&7' 8 0 % 290 ' I Za5 I I 12S My 9) k i MH-9 TO SSMH #9502 SANITARY SEWER -0+50 TO 4+00 "0 m VA 00 ? w LJ LF ®1.72q, 8" C900 W PVC 4 (rJ O c� ,J L or 2 U k I � 1 vier �s 42" RCP \ _ i \ I p O N �Lg C a- 0HO'0))CO N r7 \ \ T OZcOaiNF- W >-NOON Z � O X (p O =(n0+:M» /96 •2 EDGE OF WETLANDS �3 g 15" RCP STA 2+08 8.. \� 3S A` c � _I 342.86 LF ® 1.72q• 8" C900 PVC "TESTING METHODS MUST MEET WATER MAIN STANDARDS FOR PIPE BETWEEN MH-17 AND MH-18 rM c° Ib O . O rM O M CO'� N N 00 N N N N N N 0+00 1+00 2+00 3+00 305 300 295 290 285 280 275 270 265 4+ 00 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 1 910-426-5777 license number I C-2354 wwwAD site solutions.com IICARO �% pQ;OkESS /0 • ��� SEA • 0274 �'� 1 1111g���``` U1-1-7-,22 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 7 SEWER PROFILE CLIENT 1041 B Robeson Street Fayetteville, North Carolina 28305 Phone: (910) 339-6330 Fax: (910) 964-9089 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1070 DRAWING SCALE HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' DATE RELEASED JANUARY 17, 2022 SHEET NUMBER C-506