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HomeMy WebLinkAboutSW6220902_Plansheet - Other_20221102 (9)240 235 230 225 220 215 210 205 200 31 +36.73 1 TOP: 200.34 41 INV: 11\4 2+45.04 4+05.04 4+25.04 5+65.04 5+85.04 � 0+85.04 1+05.04 2+65.04 GROVE WALK ROAD \ TOP: 224.88 TOP: 224.27 TOP: 215.86 TOP: 214.33 0+10.0 TOP: 227.36 TOP: 227.24 TOP: 226.40 TOP: 226.28 7+13.86 INV: 221.40 INV: 221.28 50' R/W (PRIVATE) INV: 219.88 INV: 218.48 INV: 210.90 INV: 209.29 _ _ _ T 31 15.740 2" BO INV: 222.00 INV: 221.93 _ OP: 204.85 TOP+200. 6 - 0+15.0, _ - - _ _ 8"X6" TEE,1+39.6. - _ _ - - - - - - - - - - - - - T - - - - - - CI 33 BEND: 198.68 INV: 199..8 NV: 195.06. 80 P 0 G 8" GV W8 8 1+29.6 8" GV W8 W8 W8 W8 gM / W8 W8 W8 W8 TGV 0+00 IV 15 1+0017.0 4+00 MH 145+00 6+00 SS iss 3+00 S - SS S� - - 7+00 MH 13 (A2+00 o CI 34 8,y� SS ICI 26 / 6+45.05 _ 3+07.58 4+67.57 4+87.57 - TOP: 209.89 - 8+28.9 �C9 / 3+27.58 TOP: 222.39 TOP: 221.30 - - - - - NV: 204.89 8 - - - - - - - - - - TOP: 225.s6 TOP: 22.84 - INV: 217.39 NV: 216.30 - -10' UTILITY 8" GV INV: 220.96 -INV: 220.84 i / EASEMENT PO 35 / ° 30+29.4 / / /moo CI 27 S 30 8" 3V (r-\-F 81, GV 25 / �� / 7+92.01 30+09.3 / 26 ` TOP: 8" GV O w 27 / I / INV: 195.74 95.74 MH 6 / A/ O < I a) 30)�oX / 8X- 30+11.23 TOP: 198.54 N / / �j / I / / l INV: 193.54 / _ a O ( / / O / / Q� r01.23 / -� - o 1 CI 28 �Q� �� ,J V: 193.42 I I 0) , / /i ,// it 2 ��NS ✓O �J :sob ("OZ) C9 G" a,tl0 IN GROVE WALK GROVE WALK __._... X, ___.__..___,/ __._... ___.__..--- ,/ ROADWAY PROFILE -0+50 TO 5+50 ROADWAY PROFILE 5+50 TO 9+00 HIGH POINT ELEV = 225.78 HIGH POINT STA = 3+50.71 PVI STA = 4+43.56 PVI ELEV = 225.22 A.D. = -7.09% K = 26.18 186' VC 0 O C O+ N II N II w rn r-� o 06 ,4: W OMNO a- N ONj ^r� r�6NOZ _ :20Of n O N U-) O O NUf N� 1 0-N F N - O N 0 N Z O Z - - _ 2 + �» Q WATER MIN COVER 36" 8" C900 \ O 00 N 0+85.0 0221.27 5.0 0221005 \ O O + O �220.06�2+65.0 219.90 \ J O 0 4+05.0 \ \ > 00 U O L0 218.44 0 4+25.0 \ + 000 340.00 LF ®1.059' 217.74 \ Uj L N 8" SDR 26 PVC \ O M \ 2882 8 �F ®S Ogg 8 , SCR 26 A �c 0 SEWER LATERAL CROSSING WATER 0 SEWER LATER AL CROSSING STORM - - - - - EXISTING GRADE FINISHED GRADE I C0 00 Cb r7 00 L 00 N O 00 0)rr) 00 (0M 00 tb 00 0 00 O N O O M M N (0N r^ r^ ^ r r r O 6^ Ln 6 M O c0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0+00 1 +00 2+00 3+00 4+00 5+00 240 225 225 J N O) O ui rn � O ^ON CO 235 220 ^,�0 220 �� + > Q N �? LOW POINT ELEV = 203.21 1 LOW POINT STA = 7+43.73 PVI STA = 7+03.33 ro a PVI ELEV = 205.23 (0 c')" - A.D. = 2.69% Cd uK = 30.00 \ � 0 81' VC 230 215 \ 0,6 co �� 215 \+0ZO ro 0) U> > \ ' b'g9 U 04 Z n N \ \ (0 J Fj O 225 210 5+65.0 0210.12 \ J M O 210 \ \ c � N 05+85.0 00q o0)=rn (0 00 208.64 . 4 , - M11) OZ + \ GO�Z 26.00 LF ® 0.96% 1 RCP \ \ ^ �z z F- ao \ I \ N �, 27.55 LF ® 3.45% 15" RC \ J F _ 1Z 1 _ 220 205 \ Fv M O d1 O Ln - LL J 205 3.3 PO 35 205.50 (CI 34) NCO + 0000 +� 0)INV o N^N 07 coco ^NO S oZo 00 II 0) II N0t00� 600 Orn 00N- >riN+ -F- 00 Z Z>> \ U N H >/LLJ -1 O + » > \ \ >U jw - WATER MIN COVER 36" -s OC \ a o\ 215 200 200 8 • g�0 0 7+13.9 00% 198.68 \ 26.00 LF ®1.15% 15P \ 7g0 4 <F®g \ 210 195 g8g8„ 2.38' SpR I 195 I \ 2g A VC 62.21 LF ® 3.68% 15" RCP 205 190 Ld 0) 190 +-U ° 00 00 - + Ip 00 0 SEWER LATERAL CROSSING WATER 0 SEWER LATERAL CROSSING STORM - - - - - EXISTING GRADE FINISHED GRADE 200 185 185 O N O rh r m 1� N M l� N l� N rh N N cO Oi N O QO A p N N O N O O N O d 00 0) N N 6+00 7+00 8+00 9+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 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com CARO,���'' SEA 02 N G ••E ••: ja��� ••.....•• �O REVISIONS PROJECT NAME WOOD LAKE II PHASE II SUBDIVISION GROVE WALK PROFILE CLIENT RAEFORD DEVELOPMENT COMPANY, LLC 645 Laurinburg Highway Raeford, North Carolina 28376 Phone: (910) 638-6102 PROJECT INFORMATION DESIGNED BY: CHRIS DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1632 DRAWING SCALE HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' DATE RELEASED APRIL 5, 2022 SHEET NUMBER C-5n3