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HomeMy WebLinkAbout20081070 Ver 1_Site Plan_20080708 0 1 DETAII STREAM CROSSING & CONDUIT IMPACT 00 )01 DETAIL C~ a ~ ~ D ~w ~ ° ~ ~ a a ~ ~N ~ RUSSELL D, GROGAN, JR. TRACTI ~ ~ o.. DB 9074 P 807 1ti~ 0 ~ ~ ~ o 1+ o a~« N Z 34 ~ a Q ~ OB AC 1.72 AC 21 ~ W 1 7 A . ear to 33 4.44 C 52 0 5 Ac. ~tix ~ I- 38 ~ SITE ~ Q 1,10 AC 12 ST ~ TST-C T -B r o. oa Gs see. ~ h 0 37 y ~ ~ A ~0e ~ _ 70 LF CMP 1, Ac ~ 8 DO 9 00 ~ 10 ~ MP ti~ Ra ~ W NO SCALE ~ ~ -a; VICINITY MAP ~ Stream Impact 001: ,2 ~ 70 LF CMP emporary Gravel Construction Crossing S -D ST- 32 LF Discharge Apron ~ °0 ~ o. 00 3 ~ LF Additional Road Footprint ~ ~ ~ ~ ,a ac 112 LF Total Im act LF Rip Rap Disc arge Aron p t~~ , ~ , ~ 4',~ i v ~ i,° ~ f •i r f i { ~ ~ pp ~ t x~ 'fi° ~ . v 1 9 AC 4 « i h F ~a ~ r ~ s c `r~ _ ~ ~ r ° V 1 .94 A , ~y4 ' ~ , i~ l ( ~ ~ i ~ , fit` f ~ ~ ~ i r - 11//~~ f rd ~ ~ 3 i e f w N 11a sT-c r RJ 3 ~ ~ 1 rr:. !`:f ! q ~ i t ~ a 0., f e ~ 1 ~ ~Q 1. AC ~ ' kf s rr' ~ I p +~y, q' , y tr « ~ « f6~~K7d " T r tA! D,SDAc. nY MpToTS~-6 0 Ac. LAC • d ~ rF~~+ V1 t f"`I \ W 22+85.75 71 1 F F" t. ~ ~ ~ + e~ ~ ~ ~ ~n p - r ~ ,Ir~11I ~ ~ ~~5~: ~ r ~ g 28 a,f i - ~ ,r ~ 1.29 A ~11~ DVNGHT M. CORK t ~ ' ~ ,~`y DB 766 P 902 19 ~ ~ ~ ~ NEYU~~~~1~IV@I~ Slt~ ~(jy~ w { 7 r' ~ ~ ' ~ ~~,,`ti"''` i 3.10 Ac. 27 1 AC ~ , i ~ ~ , t N . J { rl TST- , 15 ~ 0 Ac. 26- , is ~ ~ r ~ ~ ~,r ~ rn cr1 « ~ , ~ m 1.37 AC 1.89 AC 1.89 AC !'i. ,t :~~~f ~ 1 17 1.80 AC 9s TS - fizac t~ 4 t J i , `e~ _ yyyrrr VV^^ii ~y f~^ 1930 14 ) ~ ~ • t ~ ~ _ ~ ~ ~ iii ~ t ~ 14 ~ , ~ ,p ~ ~-y 1.30 Ac. t °-.n r W,~.a - ~ CC i t 1i ZS 1.74 AC 1.32 C 91 1.74 AO ..t a J « t x M;`, t ? ~ + i I•E l/~ t ~ ~ ~ 4~~ _ ~a ~ ~ ~ ~ ~ t ~ - ~ ~ ~ r ~ ~ ~ a r w ) K LL ~r 48 Undistur 210 T - 1 50' Buffer 11 r7 an 1.84 A SO 91MMONSOR BAPTIST OHUACH ~ e~ # p ~ ~ r.~., ~ t 1 f f` J ~ ~j S DB 603P 704 DB 480P 1440 ,r ~ ~ f_~ ' 'r7 De2eo ate ~ , A,a~ ~ t i S 9 ~ ~ , t 1 ~ r k s,,r' • /y 19 r 1 4 C~ 24 1.82 AC ~ ~ - ~ , ww ,~~~yy,, , ~S/ 1.40 AC Q~ r 1 . 4t ~ 2,40 Ac. 1.50 Ac, 5 rx'`; ( ~ iB r~ ~ F ~S''t 11 /G 0,85A F a7 a _ - 0,60A « ~ •r E~~ ~ t• , 4 '6.. ~ 1,07 AC 2D t 5 y:, I h 'yam 23 1.03 AC ~ 1 2 m 1. C 1.2 C ~ as~n~- e _ ~ ~ ~ ~ ~ SCALE 1 12000 ~ 0~ a a" 15 Q GeaFlOw ~ TST-C ~F+c`" Gs ~ I BIIrFInp Claa 9 i , , ~ 0 100 200 300 400 500 800 706. .800 900 YARDS ~ m ~J~ r ~ s tii 48 TST ~ ~ 1.39 AC ?<L 8 ~ A e 3 ~i 0 1000 2000 FEET i ~ a~ 9 0 1A ? 14 1.40 A }S 1.40 A _ ~ ~ ~4Y~~i~~ 0 100. 20D 300 400 500 800 700 800 METERS ~u 17 A . C ear low . 2.3 c. 1.25 AC 1 ~ 0.95 Ac. 1,03 AC ^ ' r « ° TST- TsT- T -B OP 2' 0. 0" 0 0° 1' 0: 0" 0 0° 1' 0: 0" 48 1.80 Ac. 1.31 AC a. rrr e o s 8 Name: MT AIRY 80UTH Location, 036° 25' 40.86" N 080° 31' 28,34" W 1.1 B AC 129 AC Date: 512812008 Caption: Ingleside Subdivision• Burry County, NC -New Cuiverf Location r ED iNG N OAD s ~ , Scala: l inch equals 1000 feet 3&25.55 N, 80-31-20 W TST-5 TST lc0 `3 rj Copyright{C)1998; Maptech, Inc. ' p ~ r u'i Q 5D ~ 1.22 AC ~ Q o~ 1 47 AC .94 A 0 1.02 AC 1.0 AC C TST•1 9+18.94 ~ rj D.90 Ac. 8 A ~j 1.21 C 51 W ~~T 1,37 AC 4~~ ~<T Q•ys~ 0y 1.D4 AC • ~o~r 4 d ~ ~ 0~~a°e~~`~~ 0.80 Ac. 95~y~~~G' S 6 TST• 47 AC w DI9c 91 110~'^~ 4 \ 0.80 Ac. 2.53 C 3 1. 6 A NOTE 11ti ) nd~turbe 50' Buller Temp I ry ..y yw ~yp' r ~ T LEGEND, .s y/~ I~j ~ KEN EfH .THOMAS 110' Im to ~ 52 1 ~'lypiwl) TST• 1 D 594P 7 '9 1.88 AC ~ 1 Tem ora Sediment Tra P rY p s Ditch and Sheet Flow Direction TST O w A TST Outlet Stabilization StrUCture 15.2D Ao. C,ear F,ow 9nF s1r>'MGNS G ar Ir Q ~ Culvert Inlet Tem .Sediment Tra Stn ° ~ p o e. is rawin was v 0 g was adapted by CUlVert tempo Gravel Cone9ru ' _ S EntrancelExif eosclence ec no c ~chnofo P.A" OWNER & DEVELOPER SOUTH WESTFIELD TODUNSHIP ~ a Temporary Diversion Ditch G ~ gyp INGLESIDE LLC SURRY COUNTY NORTH CAROLINA 198 N. MAIN STREET CONTOUR INTERVAL = 5 FEET z Q New Side Ditch (see liner schedule) ~o ti b rom e the MOUNT AIRY, NC 27p30 Clearing Limits PHONE (336) 786-6121 FROM SURRY CO. GIS DATA Drama e Divide ~ ~ SEDIMENTATION PREPARED BY o ~s 150 3Q0 450 goo - liramage quo-lliviae CONTROL PLA 1.20 Ac. Drainage Area L P I~A N LtVv ~ N UUn PLS No. L-2924 APPROXIMATE GRAPHIC SCALE IN FEET P.O. BOX 202 1 INCH =150 FEET 8.00 Ac. Contributing Water Flow prepared for this d@V@l0 development by TOAST,N6) 7 1697 Copies of any portion of this map by any means, including but not limited PHONE; (33.67_} 7$86..1 FAX: (336) 86-1196 to, the data shown hereon, by any person or group for any private or public Lewis N. Cox, PLS; with hi with his permission . use without permission from Lewis Cox, PLS, .prohibited. All rights to © 0 z dispersement of this map belong solely to Lewis N. Cox, PL5 W <Y