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HomeMy WebLinkAboutSW6220201_Plansheet - Grading_Drainage Plan_20220510 (18)®° \9• 8 •• S , oo ` ♦ ♦ \\�\ C \� 9R�� \♦ ` 9� \ \ \ \\ ♦♦� SSA LL 2 rn PAD 279.90\ \ 2 00 3'ss� • \ 2 �` \ \ \ \ Tpp. Y16 \ \ ?>S99S \ �n PAD 281.60 1 N �S 285 280 275 270 265 260 255 250 245 V his 1�k) z '> \ "'> O0. 9!6 Z��O � a o6�y,�> ♦♦ of b � � Shy ? ti� � \ `♦ oy�ssb� `♦- 0 otib� JG \ SS,6' - ,,�98.. � 1 �► � I �/ I °�o ♦ by I 1 � _ sus •�� 1 \ \� r°z y 1 \ \ r) 'nCD O o ® SEWER MH 4 TO MH 23 (OUTFALL' `aNs J O °• SANITARY SEWER -0+50 TO 3+50 xx� ornr, ID L0 ww0N W ap N N �O)N??O =+M»> J \ Q \ F- D o N � \ N _ �10 W 0 m zzo J J 4 6" WATER I \ O 7 O V Om O 4. 20' \ ON01N n ui N F- O OjU O N \ OMNZ D Np O Z Ni•.N NN I O U X: \ O1 \ o 000000) O oo 76s \ \ (t N rn N N N 33 (F 30" RCP N z z =o ®s rnM»> •339 .-�zzz 3S I \ A !/C 2.54' O ®s �89 81. s°R 3S A� c Li 0 SEWER LATERAL CROSSING WATER 0 SEWER LATERAL CROSSING STORM — — — — — EXISTING GRADE I FINISHED GRADE O F0 m LO rn o . 00LO fl O COri N O r, N 04 CO 'i N (0N O (0 O N N N N N N ,os, S • I00 �sO A LO � '94.50 / V) 00 ! PAD 290.20 �OOJ Oc, ti� r t�OcyO `9` 'p(p I n 290 co Cn r�2Pi ._ 28s w I � I all OWA ZLU m w> r, ■■ mom ■■ mom ■I 0Ln �/ o 00 , ■ • LO (n 285 290 280 285 275 280 270 275 265 270 260 265 255 260 250 255 245 250 9 , <v / roN ■ I l ,OFF �� 1 I /� � � I NIP- I J / / / ZQ� / / -! ■ r X. I I I N. 00. ��� / I ■ / >z 9 O PAD 287.10 x I, / 9s� 9S�c'27�'Li I J � .. � �� / ■ Jai / 1 'Al iJ °c' 246.17 LF ®5.47% 8" C-900 1 1SS SS d' / l � / <" 272 / _ / OOJ IQC�'�72 / I IIrm— �■ ow,■•1�■7��■■■■■�■■i• i I II 1 °`,\V141 �>/ / 11 11 1 I I \\ I \ iJ 09 1 ■:�■ : I \ / ■�-1r■�■ —■■ 000 \� \ /I ■��\ � 1 ■ \ \ . \ — —��280 \ ♦ 1 w too"s SEWER MH 8 TO MH 20 (OUTFACE) SANITARY SEWER -0+50 TO 3+50 J J Q L� \ / "A, oib6 \� IN D o a � oN 0 W=x x x � J (O n 00 Oi 0^00 O O cy, ^ O^ N NN�- r*�00 D N Z Z O +M»> FE Z Z Z \ 1n W \ \ o \ 24" RCP \ \ m J O a � N H j o O m V) Z N N O m = U O 6.19' I � 6" WATER 1 1 II \ LL oM N 3.59' ,, ) \ \ N NZ Z U + �» > =�zzz \ \ <F ®s C '900 \ 0 SEWER LATERAL CROSSING WATER 0 SEWER LATERAL CROSSING STORM — — — — — EXISTING GRADE I FINISHED GRADE N (O 00 O 0 M N NN �.,� 00 00 _ Ln p C N N N N N N N N N N 290 285 280 275 270 265 260 255 250 0+00 1 +00 2+00 3+00 —0+50 0+00 1 +00 2+00 3+00 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com �CARO �Z// �4:0F Sso.. � SEA • 02 •• G I NE ••: ja�`� "/// �O I '0' ``` U3-30-.2.2 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 8 SEWER MH4TOMH6 (OUTFACE) MH8TOMH9 PROFILE CLIENT WOODSHIRE HUFF, LLC 2919 Breezewood Avenue - Suite 100 Fayetteville, North Carolina 28303 Phone: (910) 486-4864 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1775 DRAWING SCALE HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' DATE RELEASED MARCH 30, 2022 SHEET NUMBER C-507