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HomeMy WebLinkAboutSW6230705_Plansheet - SCM Detail_20240604 (2) ■ sl e _ _O�� l �L _,� ♦ � � �i r �. —315 / ■ J so utions �- -I / L1 /Z fit/ / \\\ \� / / � �N d N + civil engineering I land surveying aNa> o> NOz n 318` Na> J o Ae I M,5' UTILITY EASEME ^Z� 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 K) M 3 310. _ � _ 32o pL Z� / [ j / wwwADsitesolutions.com N / 00 - p .. . . . .. . . .. . . . .... . . .. . . . . . .... . . . . . . L6 0 _ TO I� SS - �r 3 +00 "' U N �- 3 31+00 U O co M In U NO ffl cli �! o 1 Lg / < N ^ 7 y ry o g5 �`�. _ _ SEA _�_ o Z / 31p - �ij L ry �� / 2741 C14 � 7) II _-Z �Ac I J fn J af SQ_ ff Q ? 1 LLJ Q I I Q M w°' Q (\ of`)z g �� o i C ( I �' 30o p2 1 / REVISIONS elfm � � 2 e `002 9g ti ZO / 11 l \ 1 1 / / j ~ - -� \i Nro ti / /11 �N 130� 1 / _� N 3 PI) �' Ld • 3'� M ::..::..:::.:::.:::.:: ...::::.::./:::.. .::::: ..::::::...:.: ::.::::.::... J" 1, �� 2 fi J 'J I f' �� , ? �LL �r'o N •1■ �/ / - i J - / / / �90 3p0 s 2g0 �� / / 295 - �� / �`' ♦, SCM 14 ,oNS SCM 15 7 (<I'll ea IVNa­0 ON oe oNs JS O STORM DRAIN —0+50 TO 3+50 o Z STORM DRAIN —0+50 TO 4+00 °N PROJECT NAME 330 330 320 320 SERENITY SUBDIVISION MAINTENANCE ACCESS PH 3=5 ON 1.5% IS IN SHOULDER OF 325 PROPOSED ROAD 325 315 315 1.5% 320 \ 320 310 310 RETAINING WALL (DESIGN BY r \ \ OTHERS) o� \ N STORM POND M O 0N0oc�ni \ \ N 315 p NOM O 315 305 ~ _ / 1 305 SECTIONS 00 =r7z0 \ ^ � �� 0 �"� N�z z orn 10' MAINTENANCE ACCESS 0 oM o m N ON 2% TOP:302.20' oZ 10' MAINTENANCE ACCESS _ 2q N c to 2% ON 2% TOP:310.70' `�0-> \ \ 10' MAINTENANCE ACCESS �z 26 ON 2% TOP:302.20' 100 310 100 \\ 310 300 - - - - - - - - - 10- - — - - - - - �\ 300 — CLIENT 10 o w NP 29.70 LF @ 0.60% 30" RCP GREENFIELD w TOP OF SHELF:296.00' 6 ®39 NORMAL POOL:295.50' .:..6 COMMUNITIES 305 — 305 295 BOTTOM OF SHELF:295.00' 295 — — R I C .7 5 Io TOP OF SHELF:303.50' rn F 5 8 0 ILq : r NORMAL POOL:303. `..`.,::`.'%`.::.`;.:: :::::::`:';:`'.:r:'%:`::'%%:`: ;`:%:'%:`%::%.'.`:`:.`::..:%%:`:`;:t`:`: r ::z:r:r;`::.:.... :. ....;:.:;. ;;:::r.. N I N BOTTOM OF SHELF:302.50' I. :.: ANTI-SEEP COLLAR Ej ANTI-SEEP COLLAR ' I 0.5'X4'X5' BLOCKING �_ \\ SEDIMENT CLEANOUT:291.00' SEDIMENT CLEANOUT:291.00' 300 1'X4'X5' CONCRETE I N \ 300 290 BOTTOM OF POND:290.50' \ 290 Raleigh, North 8601 Six SCarolina 27615-Suite 70 — SEDIMENT CLEANOUT:298.88' FOREBAY ENTRANCE:289.0o'— Phone: (919) 630-6641 FOREBAY EXIT:290.40' —SEDIMENT CLEANOUT:298.00' - BOTTOM OF POND:297.50' FOREBAY ENTRANCE:296.00' FOREBAY EXIT:297.43' PROJECT INFORMATION 2 295 295 285 285 DESIGNED BY: BRETT/CHRIS — — — — — — — — EXISTING GRADE — — — — — — — — EXISTING GRADE DRAWN BY: BRETT N FINISHED GRADE FINISHED GRADE CHECKED BY: SCOTT HIGH WATER (1YR):304.82' HIGH WATER (lYR):296.79' o HIGH WATER (10YR):307.69' HIGH WATER (10YR):298.92' PROJECT NUMBER: 1975 a HIGH WATER (100YR):308.95' HIGH WATER (100YR):299.74' o 290 290 280 280 U 3 N o 0 0 o 0 o M o DRAWING SCALE LO °' �` O O N co `n O c° ' . O °' �` '� m O � '� � `n N U n � � �_ O O �_ C> O 0 C> O �p O O N Co n i w ' N N 0) N rn M M o rn o 0o � rn ro rn � rn � 0) ° rn HORIZONTAL: 1 =40 w r7 N N N M N r7 r7 M M N M N M N N M N M N N N VERTICAL: 1"=4' 0+00 1+00 2+00 3+00 3+50 0+00 1+00 2+00 3+00 4+00 DATE RELEASED J GRAPHIC SCALE a ao 0 20 ao ao lso MAY 29, 2024 T N ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. E EC - 5020 U C7