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HomeMy WebLinkAboutSW6220101_Plansheet - Other_20220119 (9)o \\\���� '� I I I 3oa✓I ?910 x TO52 P+ .40.42„ GV NV: 299.76 1 '`48 9� NCNC 1. 310 305 300 295 290 285 280 275 270 I.�N111 ao m , w 0 CI-42 TO FES-43 STORM DRAIN -0+50 TO 1+50 0 � I I m M J v� N 1 N 00� N vO 00 N� 00 00 O O N Oz O_ 0f�Oo 0 O Q> N Oap'0 (Do)N?0 m0wzz cljM U+HZZ STti \ OG\ V 19.00 LF @ 7.05% 42" CLASS IV RCP Z OG O O 0 o� ai NN ±z 't I � 92.25 �F 2. �19, 42„ RCP CO O N M � m N N O 0) r co Q D7 00 0+00 1 +00 310 300 305 295 300 290 295 285 290 280 285 275 280 270 275 265 270 260 IMP \ 5 — _ / \ _NI 2J _ I � / h :7 \ \ \ ♦ — \ L -NI Quo z _�� �� �I\ A \ \may N ry �I O� 0�/\0�0�' �� �� \�\7IV � C o Q Z \ \ v W w E soz 1,\ Z YZ — 'Cp \ \ \ \ \ I 211 \ �y 0\ \ 271 \ \ \ 90 I I I J N \\\\ 275 283 281 DAD 306.90 — � : � ,� \ � \ � \ \ \ \ \ � I � III 1 1 1 ��♦ \� �I � i 290 290 I I I I I \ \\ WET POND #1 STORM DRAIN -0+50 TO 4+00 \ \ \ MAINTENANCE 0 2% MAX SLOPE \ 10' SHELF CROSS 286.00' TOP: 287.60, WATER (100YR): 286.27' \ EMERGENCY SPILLWAY: HIGH HIGH WATER (10YR): 285.90' OF SHELF: 280.00' HIGH WATER (1YR): 283.58'+S TOP BOTTOM OF SHELF: 279.00' NORMAL FOREBAY ELEV: N POOL: 279.50' WEIR- 279.00' \ \ \ o Z N N � N SEDIMENT CLEANOUT: 272.00' SEDIMENT CLEANOUT: 271.50' BOTTOM: 270.50' cfl m N O co N N� to N M N N r, m N N O- N O co N N O- O co N N Ou-) 6 O r N N N 0+00 1+00 2+00 3+00 4D S/T F <P A O / ■■■V 2 a3`2�111 �' O JOaP aG 300 295 295 290 290 285 285 280 280 275 275 270 270 265 265 260 260 255 4+ 00 V, , /V, 7 --7 \ \ \�278 7S - 2a7 \ 1 � V, I V% RI-513 �Sg FES-59 , Y 5 � a% ' 'o — �. `1_— 000 /8' \ \, 5 / ERB o RI-58 TO FES-59 STORM DRAIN -0+50 TO 1+50 LO LO I Cn w O MONO 1+0> F 0 0ON OLD � 0 O 0 O F Z r 0 c 0 O 00 00 ai c6N u uuj \FIi 106, 61 LF � 1,g89, 36" RCP CONCRETE ANTI -SEEP COLLAR fl 0 O � ^ N N N N c N 0 00 N 0+00 1+00 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 295 290 285 280 275 270 265 260 255 160 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com .......... SEA 0 • 2 O U1-1-7-,22 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 7 STORM PROFILES CLIENT 1041 B Robeson Street Fayetteville, or 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-505