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HomeMy WebLinkAbout20080529 Ver 1_Site Plan_20080320_ I ~ ~ / : , i_ ; , ~ _ ~ , . , c~c~ ' 'CH~RLES T, PACE , I ~ 1 ~ ~ AL ~ r - - ~ ~ ~ A - 1 r ~ ~ ,L - , ~ _ . r ~ y , D:B. 449 PG. 276 1 5 , i i ' : i . ~ i I ~ - o ~ ) 1. ~ ~ a. ~ ~ ~ ~ ~ ~ / 501 1 ~ ~ ~ _ ~ ~ , . , ~ . , S ; " 1 D.B:. 7~5 PGi 1080 ~ ELAM, TODD, d'IBROSI r ~ ~ l ~ } , , ' - a < CHARLES T:'PACE , - t _ URBAN PLANNWG LANDSCAPE ARCHTfECTURE 1, , , ` ~ E f AL' ~ ~ ~ r ~ r , . 4 i , ~ ~ ~ ~ ~ -r - A ~ ~ , ~ ~ = r ~ r 1 j ~ - ~ ' ~ D B ~ 449 / CIVII, ENGIlVEERIlIG ~ LAND USE CONSULTING , _ 2 _ _w I 'f, ~ ~ ; l ~ , ~ ~ , ~ ~ ' D~. jZ~ PC:F1-080, o ' STRUCTURE 54 - ~ _ - - ~ 4 I , , P , _r - y { ,T ~I, ' ° , i r , , SITE ~ r- ..r , r ! ! / _ I 4 ~ ~ ' 587 325 S Ft ~ y BOBBINS ~ o ' ~ ; eYN~ & ASSOCIATES F ~ r , _ I ~ _ ~ ! 1 ~ " 1 " r 13.02 Ac. ~ . r~. j r _8 ,e ~ ~1 MRip. INTERNATIONAL , ~ • ~ ~ ~ ~ ~ f ~ ! ' ~ ; ~ 1 ~ ~ ~ r ` ~ ~ ~ i k ` I 448,146 Sq Ft - . , ~ ' ° % Xy r ~~1 ~ . 10.24 Ac. ~ G£ ROgp ~ : . - , r _ . _ , ~ J Q ~ ~ ~ ~ I~ ~ W 2880 SLATER ROAD SUITE 200 , , r ~ . , x ,r r ~ ~ i ~ y, ~ t ~ . ,Cif ~ . ~~,x~~ k ; f I ~ ~ ~ MORRISUILLE, hTORTH CAROLINA 27560 , , : ~ ~ ' ; I ~ , ,r , . ~ S , ~ , ~ ~ , ~ ~ ~ SA ~ i . f ~ 'r r. r ~ ~ ~ f ~ : r ~ tt , r y ; ` ~ ~ ~ m , D 4., ~ ~ r i 11~ 4 e , f ~ 1 ~ ~ / i _ x--X-1 QAp 2 F ' . r 1 1i x ~ ~ : , , , . ~ 0 r ~ , i x R , , y-.. ~ 1 r ~ ,J _ \ E . _ , - ~ j , r , ,1 1 x i k\ e~ ~ k ~'~c 11111N11111111"""" A r ' . r" ! , ~ 1 ` i c j ~ ~ t ~ D ~ 1 . ~ 11~t ' ' F I, . G , I s ~ - ~ r , ~ ~ ~ ~ ~ ` ' i ~ , ~,r F ~ _ ------,,y..... , _ .SEAL.. ~ r E ~ r ~ ,a ~ 6 ~ ~ ~ ~ : ~ , ~ 1 ~ ~ 25 ' ' i ~ 4 ~ ~ ' ~ ~ 1 r ' 591,908 Sq Ft / , ti i 1 ~ ~r ~ . ~ ~ ~ 031746. A , I i : ; . i ; .f 13.59 Ac. ~ k - - ` ~ ~ 474 904 S Ft ' ' ~ ~ x' ~ 10.90 Ac. , k . ~ ~ , ~ ~ , f ~ j( ~ •-;-mow., ~ 1~ ~ - r r - 0 d$ X k f ~ ~ '`4'S' ~ ~ ~ , i k STR TORE ~ f - ~ , ~ , r . , . ~~f. ! i~ I r ~ , / f', ~ OEN~i~00t~i,k~auAi11Y 'i~"ij~ S. 1vv~~~~` , ( ~ _ ( r X55 ; I 4 ~ ~ DS RND 9TOI~PiWA'(ERBRRPICN "pill n I I I IIII'1 / f F ~ ~ k _ , ~ j, ~j: 451,977 Sq Ft ~ ~ ~ ~ 1 _ , , 4' ~ ( 1 0 1 ~ r J " ~ 1 r r ~ j . I ~ I ~~f 10.38 Ac. ' ;r~,; ~ ~`t r m r, ~ \ r: / r ~ ~r 1 ' _ 4 1 ~ j ~ i k ~ ,r~ ~ ~ ( , ~ / ~ . , , ~ ' , ` , 1 , ~ ~ i _ rr ~ ~ q i ~ t r , ~ 535 354 S Ft y"f ` ~ ~ ~ r , k 12.29 Ac. : - , ' ,~.F _ . , , . e: , i / ~ ~ ~ 1 I i ~ ~ ' ~ ~ Ik : ~ • / I ~ ~ ,Y . t ~ ~ ,",fir, Y ~ ~ ~ BA M BALD r / / ti ~ / 1 / ~ .._,w...__ _ , , i , , ~ ~ , ~ l Y' 1. ~ ~ ~ '_r I .y,~ \ I, ° I ~ ~ ~ ~ PEAK . : ' w.....~ ,:r_ F , ~ , : / y.t / . - b k ; , , , _ _ ~ ~ i , M I ~ ~ ~ ..r F RY ~ t? _ _ - - .....w ~ - R C / : ~ r , `STRUCTURE 1 ~ , " o , ~ K r : , % ~ V ~ I ~ / - s ~ , ~ ( ~ 486,841 Sq Ft , PACE; ET AL's ~ ~ l~""~ 456,335 Sq Ft 1 , ~ . r : 10.48 Ac. ~ 1 , o ~ V 10.71 Ac. a PG. 276 t 1 • f ~ ~ ~ F . _ I ~ 'i ( ~ '.L~ ~ , OVERALL I ~ I _ t ~ .L.,1.,1 ~r ! 1 ~ - .e ~ 20 ~ ~ \ r ~ ~ ' . .v ~ / 498,043 Sq Ft 1 ,r ~ ~ ~ I r ~ ~ ~ x ¢ 11.39 Ac. r ° ) k ' 1 ~ POST- f , I '`e l ? I ~ ' ` 1~ : _ , , i , . ~ i , ~ ~ ~ ~ ~ _ DEVELOPMENT . _ r ~ , T.-- , ~ 1 r ~~k-- DRAINAGE PLAN V ~ ~ ~ , ~ CROSSING B 1 Io, ~ ~ ~ ~ 3 ~ I . , ~ ! ( v ~ 23 ~ 1 , ! ~ , ~ - ; ~ J. 449,105 S Ft ' ' ~ , . ~0 _ _ ~ ? - SEE SHEET WT 3 _ q ' r . • ' / ~0 437,910 Sq Ft \ . Q ~ , E ~ 453.390 Sq Ft ~ 1 lam? ~t ,r ,x- ~ ~ 1031 10.05 Ac. i~ ~ ~ ~ ~ ~ K y 0 ~ ~ , Ac ~ s . ~ ti , 1\ 1 ~ 10.41 Ac. ~ / _ - T ~f 'C ' ~ ~ _ , v 1 ' : .r - ~ ~ ~ I~ N CLIENT , o l ~ - 1 ( , ' Q z,\ ~ z c ~ . - ~ - ~ - TURNBERR'~ ~?~EIIQPME~iT GROUP LLC d; ~ ~ 463, 689 Sq Ft ~ r \ ~ ~ . , 10.65 Ac. i m- • o, ~r1 ' ; , i . ~ Ix ~ n ~ CONTACT: MARTIN BAUM a ! , ~a .A 205 PARK YORK LANE r_.~o - GARY, NC 27519 ~ 1 z \ ~ f 1 f 1 ~ . . ~ t, I . STRUCTURE X53 / . ~ _ ' : ~ ; ~ ~ ~ t --ti r` i! ` 2 1 0 1 . ~ } P .c ~ ,1 o o~ - - _ 919-349-7248 - _ baummartin®gmaiLcom 1 E` (f ~ R~ ti o I f , , ~ , I , y-t , ~ ~ ~ ~ f ~ I , ; 454,887 S Ft ~ o - . _ t, ~ fSA~_3 ~P ~ ` ~ - y~ ~ r 10.44 Ac. ~ . _ , .b'" ~ l i ,c, I -1 w - - ENGINEER k, ~ n 2 / ~ ' l ~ 442,532 Sq Ft ~ ~ 1 ~ 1 z ELAM, TODD, d'AMBROSI ~ 1~ ~ ' ~ CONTACT. BILL _NEEDHAM • ~ , 438,173 Sq Ft , . ~ ~ ~ 1 ~ / 10.16 Ac. , , , ; : , ~ r ` ~ a, 1 W ? ~ 1a.o6 Ac. ; , ~ ~ ~ \ r , ~ ~ r .y ~ f- m~ : ~ 0 1 : ~ / II x rv, _ 2$80 SLATER ROAD STE. 200 4 - , ~ 19 / f 1~ MORRISVILLE, NC 27560 ~ ~ ~ ~ ~ 919'=481=2021 EXT. 138 ~ ( 1_ i ~ ~ l i 1 - / ~ _ r.y _ - ~ EMAIL; bmoore~etdpa.com E' 7, r ( 455,402 Sq Ft ' ~ ; ( ~ I ; j' j `l a 10.46 Ac. ~ t o ( ~ r ~ ~ 1..~ ~ ~ ~ _ . ~ , r ~ l r , ? ~ R , ~ m°:` STRUCTURE-~52' ~ ~ I ~ r Y ~ l f,: 452,5 e~ sq Ft - ! SURVEYOR ( ~ . ~ ; ~ • to.3s Ac. ~r IMPERVIOUS CALCULATIONS r _W 1 ~ STANTEC CONSULTING SERVICES, INC. \ i ~ y..A 1 _ ~ 472,038 Sq Ft k ! ~ _ _ _ ~ ' 1 ~ ~ ~ ~ ~ ' ~ NOTE: FOR THIS ,PROJECT, "POKEBERRY CREEK" IS CONSIDERED THE ' ? ~ ` : ~ CONTACT: GARY RUNYON ~ , , 10.84 Ac. i - o ~ f i ~ ~ ~ • ~ l I DOWNyGRADI~NT DESIGN POINT & RECEIVING' WATERSHED. 801 JONIi;S FRANKLIN ROAD STE. 300 r ~ I ~ ~r ~t .i E ~ - - ~ RALEIGH, NC 27608 1 1) PROP. ROADWAYS 8,803 LF X 24 FT WIDE = 211,272 SF OR 4.85 AC. , _ _ , l ~ ` 28 919-851-6866 ' ' ~ ' ~ ~ ~ ` 2) PROP. ROADWAYS 1,600 LF X 36 fT WIDE = 57,600 SF. OR 1.32 AC. IN `!'1 ~ ~ ! ~ - 2) EXIST. ROADWAYS 3,885 LF X 12 FT WIDE _ 46,620 SF OR 1.07 AC. EMAIL, grunyon@stantec.com . ' , ~ x ~ ( ~ 450 872 S Ft ~ A i , - ~ I 22 ~ ~ q f / ~ ( r W 10.35 Ac. ~ (1 % ~ ! ~ ~rwuns ~ 1 o r ; 440,492 S Ft , o l d. } 1 Ac. 1 ~ _ _ _ , ~ 4) PROP. DRIVEWAYS 28 X 12 FT WIDE X 500 FT. LONG ~ ~ ~ 1 1 - ~ j = 168,000 SF. OR 3.86 AC. ? , L i ~ 448;044 Sq Ft k l ( STRUCTURE 51 . , ,k ~ 1 - `n~~ Y ~r _ 5) PROP. DWELLINGS 28 X 4,400 SF FOOT PRINT ~ ~ _ ~ / ' , ! = 123200 SF OR 2.83 AC. ~ ~ ~-r ~ ~ , 10:29 Ac. ~ ~ , o / l r ( _ , , W ~ _ ~ ~ ~r ~ 1, ~ ~ / L. , ~ 1 ~ , ~ I k _ ; TOTAL IMPERVIOUS = 13.93 AC. / tOTAL AREA = 302.01 AC = 4.61 % ' / , 1~ f `1k ~ ~ ~ ,r ~ , _ . ~ x_ - k ti,, ~ I' ' 1 ~ ~ I _ - J k. r' ~ _ 3 ~ ~ _ ~ ~ . , I v , - a p , n ~,Z._.. ~'1 W ( 436,292 Sq Ft w ti:., ~ i ` , ' I ~ _ o G~ ! ~ _ i , » n ? 10.02 Ac. Y _ ~ ~ r : , _ ~ ~ 1 x , W , .CROSSING A _ ; ~ ~ x x. . ° , I - - , , ~ r , _ i ~ 12 i 4 o ~.E-~-- 1• I IJ ' CULDES~IC-1 ~ . ~ ~ ~ E SHEET. WT-2 : ° ~ .x , r . SE IL _ ~ _ ~ ~ „ - 24 WIDE _ ~r , ,451293 Sq Ft ; ' / ~ _ _ - 10.36 Ac: „T s I - i . ~ , l Y ' E I ° .l _ _ , _ • ~ ~ ~ _ .X 15 1 .,X-- ~ ` 436.117 S Ft ~ " k f ~r 1 / ~ , _ ? . - ) W 10.01 Ac. _ - 1 t _ 444,906 Sq Ft ° _ _ ~ ~ - ~ i 10.21 Ac. ~ - - ~ i _ , - , . ~ ~ ( _ ` ° ~ 454,543 S Ft , ; I" , ~ - /'F-~_ _ - - - Drain By: MM PP: BE q _ _ ~ ? _ , l _ - : _ _ _ 10.44 Ac. ~ ~ , ~ ~ ~ ~ LEGEND.. Checked By: BN PM: BM - ! Q p ~ IY ; i` Date: 10/04/07 SM: BM , _ , ~ ° __m_ ~ ~ -.plc ( % ~ ~ EXISTING PROPERTY LINE ~ 3 ~ ~i J Proj~: 2707012 ~ V ~ ~ ( STRUCTURE X50 . _ 3 r Z ; f N - - RIGHT-OF-WAY LINE I I ~ o~ . ~ ~ ~ Revisions , ~ N ~ . ~ . ~ Arr ~ N ~Ik r 454,775 S Ft - - ADJACENT PROPERTY LINE 10 23 07 FIRST. SUBMITTAL CHATHAM CO. i ~ CFA Y m i _ r ~j,,, ' 10.44 Ac. _ 12/03/07 REVISED PER CHATHAM CO. _ ,a ~ ( , 1 ~ , ~ ( "'x"~x"'x"~x EXISTING. TREE LINE ~ I ~ ~ EROSION; CONTROL: REVIEPI X , ~ ~ \ ~ i ~ . ~ ~ r~ ~ F_ ~ j - - - - - EAM BUffER ZONE 1/8/08 SECOND SUBMITTAL CHATHAM CO. ~ ~ / STR 1/11/08 REVISED CULDESAC 2 ~r . 1 1~ ~ ~ - - UTILITY EASEMENTS 1/17/08 REVISED .MAIN ROAD -GRADING - ~ ~ , r. t . ~ I . - 1 BYNUM RIDGE ROAD ~ - ~ tel. - STREAMS/PONDS . , ~ , , r: . 1 \ ~ . / f v + ~ ~ TREE PROTECTION FENCE P,OLKF SUL'LIVAN LLC I~ L 1 COATH4M PARTNERS LLC I 1 SILT FENCE DAB:. 1 r08, PG. 580` . 1 i r" 4 Ji7ANNE J. ROBB 533 PG. 791 Z Z PLAT S VIDE 2004-176 ( D.B. ot -,-PG. 94 iP.B; 18 I j O N <u n ti 2 00 SHEET Q a 0 200 400 600. . J m m J.N y ~ o 71-F Jr I ~ WT SCALE: HORIZONTAL 1" = 200' 1 t k ~ . l % I KEG PLAN_ h i I ~ A ~ ~ J f I ~ ~ _ _ k r I I !i k I I l k - I I r~~, ~ ~ h I I rl ~ ELAM,,;TODD, d'AMBRCS URBAN PLANNING LANDSCAPE ARCHITECTU] r ~ ' , y C / I ~ 1 ~ ~ CIVIL ENGWEERIIIG ~ LAND USE CGNSULTIr ~ ~ 1 ~ ~ / 1 r ~ ! r ~ / I ~ y ~ l / TREf UNE ~ k ~ ~ / ` ROBBING l ~ I_ / ~ } s I + &`ASSOCIATE ~,4 ~ / AREA ` INTERNATIONA GOLF COURSE DESIGN * MASTER PLANNING L CONSTRUCTION MANAGEMENT j ~ ~`y ~ ' / t ~ t ~ / 2880 SLATER ROAD, SUITE 200 ~ MORRISVILLE; NORTH CAROLINA 27560 x„x.~ , ~ x... X-x-a., k I i USA ~ 1 \ / Rio~~ OFFICE 919.481.2021 cF ~ ~ FAX 919.481.2773 ~ ~ EMAIL etd@etdpa.com / ~ , 1 ~ / 1 / ~ -1 ~W k ,~Ilil l l I I I!I!! ,.o~~~ CARp'~y i ~ r Q ~ l a / k ~ ~ ~oFESS~o~ y ; ~ W Q SEAL ~ ~ r ~ o ~ _ ~ i z 031746 ~ ~ o ~ I ° ' ~ 1'~~ 365 365 ~ ~ ~~~l+nlS i u ~ M~!R ~ a 2008 ~ ~ PROPOSED 24' WIDE _k L 3 KI BIT CO _ CULVERT.~4 u~~ar; ~,'rN~~i~vuAUr1` : NC. ROADWAY. ~ / 1 2 'WIDE 42" HPDE Y61ETL~lnsAPd~SrORfi9VYAT€R6R~H k. PROP. ~ ~ k I R WAY PIPE CULVERT 8 x8 x8 ~ s k~ l 360 L=55' S=0.02 360 r. CONC. HEADWALL ~ , . ~ INV. OUT=353. ~ I LINEAR WETLAN ~ 51 ~ k ~ y , ~ EXIST., I BAUM BALDWIN EX?ST GRADE PE (TYP.) l k 355.90 ~o ~ 355.90 ~ - _ _ _ _ ~ ExIST E AK ° ~ r k - _ 354.30 TANT ~ ~ 355 ° PERENIAL ( ~ h 355 r ~ : x ~ r 3' .x STREAM ~ I k ~'~~~c ~ y I r p. Win. I / ~ ~ k / r 3M ~M t l h / ~ ~ ~ l 30N ' • -r r ~ 7 350 / / ~ 350 ~ ~ RIP-RAP APRON - ' STREt11V1 a / / RIP-RA ~ k k-. X"'X"X-Y'x^ ~ t -c k ' 9' WIDE ! ~ " 9' WIDE: x24' LONG RIP-RAP. APRON CR~SSINC7 nAn _ J I CULVERT #4 I 24 THE 24" THICK T.5' WIDE x 10' LONG 1 . ~ ~ ~ ~ 42" HPDE ° i _ PIPE CULVERT - _ i 8" TH1CK ° ~ _ ~ ( DATUlf ELE~ s L-55 S=0.027. _ Y ELE~ _ ~ - } ~ . r / 84b. 00 T ~ ~ 00 ` ° } f o ~ ~ 1 N r ' ' ~ - / i IMPORTANT ° ° o o CLIENT N ~ ~ PERENIAL 3 RIP-RAP. APRON l / / M M M TURNBERRY DEVELOPMENT. GROUP LLC 6 ~ ~ ~ ~ r ~ ~ STREAM 9 WIDE x24 LONG..: ~ l ' • = \ - CONTACT:-MARTEN BAUM 24" THICK ' ~ _ . ~ . { ~x~x_ o+oo 205 PARK YORK LANE o+DO t+0o CARY, NC 27519 919-349-7248 ~x i ~ / baummartn®gmal.com ` L Y ~ k k,~ CROSS SECTION - CR®SSh.'~ -A ENGINEER _ ~4 ( k ire ' ~ _ ~ RIP RAP APRON k. ~ • SCALE: 1" = 20' HORIZONTAL ELAM, TODD, d'AMBROSI z ~ , ~ l 7.5 ...WIDE x 10' r ~ ` ~ I k LONG , ~ \ SCALE: 1" = 5' VERTICAL CONTACT: BILL NEEDHAM r~ ~ / " t 18 THICK.. 1 Q ~ / ~ 2880 SLATER ROAD...STE. 200 a MORRISVILLE, NG 27560 F ~ / PROP: 8x8 x8 ~ ~ ~ . w / ~ ~ CONC. HEADWALL I ~~-x-. ' . .919=481-2021 (EXT. 138) i ~ k, - EMAIL: bmoore®etdpa.com ~ 1NV. iN=355. ~ ~ ~ ~ / ~ ~ SURVEYOR ~ s. ,f ~ - o a. ~ ~ \ _ . _ _ EAR WETLAND r. ® ~ _ STANTEC CONSULTING SERVICES, INC; I CONTACT: GARY RUNYON 801 JONES FRANKLIN ROAD.STE: 300 N ~ _ o } i\ RALEIGH, NC 27606- ~ \ ~ ~ ~ 919-851-6866 ~ ~ ~t ~ ~t EMAIL: grunyon~stantec.com I i ~ \ . I _ i~ _ _ ~ _ _ . ~ W. _t.. a r~ t/ } ~ / / n t \ m ~ ~ t / ~ f/_ ~ ~ ~ ~ _ I - _ ~ r/ / ~ ~ _ LEGEND ~ / k ~i / / m / o / EXISTING PROPERTY LINE o ~ ~ N ~ _ _ _ _ ~ ~ _ r.x-~ RIGHT-OF=WAY LINE ~ ~ } -------------ADJACENT PROPERTY LINE ~ ~ 3 / 'F ~ , .nr _ _ EXISTING TREE LINE Q 1 . ~ Drawn By: BN PP: BE z ; ~ ' . STREAM BUFFER ZONE Checked By: BM, PM: BM , o i , , UTILITY EASEMENTS: Date: 3-4-08 ' SM: BM _ 6 Proj#: 270701.2 - - - - - - - -BUILDING/PROPERLY SETBACK o ^ Recisions a ~ N . OPEN SPACE AREA r o r W W ~ W WETLANDS AREA 1, , ~ a. ; ~~.STREAM BUFFER AREA Y Q 7~ * p n' a ,i ~Lq~ CIZ OSSII V G - A STREAMS/PONDS 3 i ~f1~~I~'~'II~A'`PNASE LINE o If i~ , ~ / IMPORTANT: PERENIAL STREAM a , m TREE PROTECTION FENCE LENGTH OF PERMANENT IMPACT 123 LF. - - - - SILT FENCE Q PLAN.:. - CROSS ING A m " N SCALE: 1 = 20' 'AREA. OF PERMANENT IMPACT 425 S,F 0 ©2008 by ETd PA. No portion of the drawines may he N - copied, reproduced, redrawn or modified without the written SHEET / , ' N - consent of ETd, PA. ' 0 20 40 80 U N 'p ' L a j 0 SCALE: HORIZONTAL 1" 20' WT 2 . - / i.. ~r , t t ~ t ~ ` ~ ` j~ t i ~ 1; i ~ 11 ~ ~ ti i `ti t~ ~ ~ y } _ ~ ? ELA VI, TODD,. d'AMBROSI 's ~ ~ \t 't ' UREANPLANNiNG LANDSCAPEA1tCHITECTURE AREA T t/, / CIVIL ENGINE$RI11G ~ LAND USE CONSULTING . J~, ~ ~ ~ ~ / , UNIMPORTANT` t~ ~ ~ ,t t~ t~ E , t INTERMITTENT , BOBBINS r STREAM \ t~ i t r~ t~ i & ASSOCIATES ~ t ~ j INTERNATIONAL , t t ~ ~ ~ r ~ .i, ~ , i 2880 SLATER ROAD, SUITE 200 t, ~ ~ t, ~ ~ ~ MORRISVILLE; NORTH CAROLINA 27560 . i , ~ 9y + USA - D ~~M Rio i ~ ~ ~ ~ GF R~q~ i ~ - j ~ ~ ~ . , t~ f f Ji I ~ t~. f ~ , ~ } i , ~ ~ ~ ~ r ,,,,~~~N ~GARp~'~%, o~ ~y LIMIT OF STREAM ~ \ ; ' ' ~ t ~ , ~ ~OFE.SS/p~ q ~ „ f ~ ~ ~ s IMPACT B ~ ~ ~ , , ~ t ~ ~ r ~ - ~ SEAL - 031746 ~ D L~~U~ ';~(~FNpINE~~~~~. ~ i D %,,qM S. 1 APPROXIMATE LOGATION ~ • y MAR ~ 0.2008. 'f~,~~~~~~~~~~~ 1 OF EXISTING SEDIMENT. Yi BASIN 20 ~ r # ~ DE~IR • W'~TER QUAUTV J ~ ~ , r Y ~ ~ VYETIANDS AND S'I`ORMWATER 6RAPICIi ~ ~ J / I Y i 1_ , ~f k J ~ ~w ' BAUM BALDWIN f _y1 t k r~ ` APPROXIMATE LOCATION / APPROXIMATE LOCATION ,.:..:.1 PEAK 1 f f OF EXISTING S D r Y ~ i OF EXISTING SEDIMENT E IMENT I i ~ / BASIN 21 ` ~ k BASIN_ 22 Y # rf l ~ 1 k +f / ~ % ~ ~ / ( EXIST. TREE LINE / ~ ; ~ . ~ I (TYP.) J ~ • ~ J • r; ~ ~ ; - i fir` / i i K ~,j ~ ~ J / / ~ r f ~!i r CLIENT TURNBERRY DEVELOPMENT GROUP LLC Y ; ; CONTACT: MARTIN BAUM J ! ~ / x , 205 PARK YORK LANE I k GARY, NC X7519 I • , ~ ; . PRE-IMPACT STREAM \,t ~ 1 919-349-7248 K r ~ LOCATION (TYP.) baummartin(~gmail.com.,.~._.. ~ ~ I ! I ENGINEER I . J ! k I SLAM, TODD, d~AMBROSI I r 1 r ~ K ~ G' r CONTACT: BILL NEEDHAbI 2880 SLATER ROAD. STE. 200 I ~ r 1 , EXIST. TREE LINE • 4 MORRISVILLE, NC 27560 ~ ! ( ) 919-481-2021 (EXT. 138) ~ h ~ Y ! EMAIL: bmoore(~etdpa.com °4 r f T ~ ~ ~ ! ~ ~ * 1 ~ r SURVEYOR ~ ! ~ • ~ EXIST. SILT FENCE STANTEC CONSULTING SERVICES, INC. l • 'ti , ! k TYP. 1 ( ) CONTACT, GARY RUNYON k Y ~ J k 801 JONES FRANKLIN ROAD STE. 300 ~ k 3 1 r r 5 1 J 8 RALEIGH, NC 27606 k , . . , r Y ! , , l ~ k f - _ , r 919-851-6866 1 EMAIL: grunyon®stantec.com ! ! ~ Y ~ 1 / f Y k _Y k 1 r ~ r ~ I k 1 ~ k ~ 1 . ~ ~ ~ ~ 1 ! r POST-IMPACT STREAM ~ - k 1 k / ~ ~ " • r LOCATION TYP. ( ) Y k J ~ ~ k>,, J J I Y 7 k ~ 1 J ~ 6 Y r 1 1 K k Y r LEGEND I I ~ ,J k k , / 1 Y ! f' l k EXISTING PROPERTY LINE ~ * LIMIT OF STREAM . ! RIGHT-OE-WAY LINE h J ! " " Y . IMPACT B 1 ! 1 ' . k J Y ADJACENT :PROPERTY LINE K I J ~ `t. J k k ! 1 ! k I Y 1 ~ 1 ! 'EXISTING TREE LINE ~ ~ ~ ~ • Drawn By: BN PP:1~E YJ ! 6 1 ! k 6. Y srREAM 'BUFFER zoNE Checked By: BM PM: BM ) ( 1 ! - UTILITY EASEMENTS Date:'3~4-OB SM: BM J ! f`,.. ~ ''`.r(, k k Proj#:.2707012 1 ! 1 ! - - - - - - - -BUILDING/PROPERTY SETBACK Y k Y h Revisions Y k Y ~ J ! l 1 ! .OPEN SPACE AREA ~ k Y k J ! l K - ~ k k ~ W y v WETLANDS AREA STREAM BUFFER AREA UNIMPORTANT YJ f ~1 ~ I w_ k k INTERMITTENT k Y k sTREAM CI `t OSS'I V G - B STREAMS/PONDS 3 J ! l f x ~w, ~ k UNIMPQRTANT INTERMITTENT STR M II~~I~II~IIIII~I PHASE LINE ~ k EXIST. TREE. PROTECTION * • YJ ~ ~ ~1 FENCE (TrPJ , ~ _ TREE PROTECTION FENCE LENGTH OF TEMPORARY IMPACT: 292 L.F. k ~ ~ ~ ~ AREA OF TEMPORARY IMPACT 795 S. F. 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' CAR \~,~0~~1~ O~~y - . t ~ DESIGN (TO FDLLDW LATER) / t' ' ' 1 ~ i ~ U Q SEAL - Q - _ - t } co / ~ _ ' t ~ F ~ ~ ~ _ 031746 c o BAR 2 o zoos ~ ` FNS Q= W - - i ~ ,~CO ~ INE ° ~ M N DENR•~IATERQ ~6RANCN '~C o ~ 1(~,Ti,ANDSd~dDSTOf3MW , ,~~~I , ` ~ / 0 1 co / ~n ~ ~ ~Illinnnl~~ N ' k f ° , ° IMf1' OF DISTURBANCE 1 ' ~ , ° (EkIST. SILT FENCE): 1 / <2 ~ n '.U ~.~ZO ~ ~L / 3 ! 1q- 3 PROP. 7.5;x15 x24 THICK J / ~ ~ ? ~ ~ PROP. GRADE 360 ~ CLASS 1 RIP-RAP APRON , 1 ~ p o p r _ ~ 1 yp• 18' W?DE i BAUM BALDWIN ~ 3 1 ROADWAY 18' WIDE r EAl1 ' ROADWAY m EXIST' .GRADE EXIST .GRADE ~ PROP. JUNCTION BOX 352.61 ~ ~ 350.06 355 o ~ E 1 R1M=357.0E ~ ~ / 1 INV. IN (18 )=351.35 TOP -0F _ ° ~ „ RIP-RAP TOP F - . _ .352.60 INV. IN 36 =350.35 3 `PROP. 6'x8'x6' ~ _ RIP i ~ 350 POST-, o ~ ~ INV. OUT 36 -350.25 L / ( ) l CONC. HEADWALL - - - - - ~ , a. ~ is z,, INV. OUT=348.97.. / l / ~ <<<uj't, DEVELOPMENT x ° 1 / 350 x PRDP. 7.5'x 15'x24" ~ ~ 3 ~ ( COND~T~ONS 1NICK CLASS ,1 ~ 2 n• ~ ~ ~ " ° 1 P: PROP. 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ROADWAY ~ ~ ~ k.., I ~ x M M M ~ ~ ~ f o K, , 1 _ l 1 • ENGINEER K / . • f o k ELAM, TODD, d'AMBROSI o+o0 1+00 L I / I k ~ K a I r f I h CONTACT: BILL NEEDHAM Z x ~ PROP. 36" HDP `.1 ~ 2880: SLATER ROAD STE. 200 I PROP., BIT CONC. ~ ~ J MORRISVILLE, NC 27560 ' ~ ROADWAY l~ CULVERT k Q i- ~ L=46' S=0.025 f a ~ f ~ y k ~ 1 ~ ~ h ~ ~ PROP. 7.5 x 15x24 THICK CROSS SECTION - CROSSING B E1MaiLSb~oare~e ~pa~o~ f 1 CLASS 1 RIP-RAP APRON ~ SCALE: 1" = 20' HORIZONTAL SURVEYQR T _ } ~ 1 . ~ SCALE: 1" 5' VERTICAL STANT~C CONSULTING SERVICES, INC: ~ / k k _ ~ 36 CONTACT: GARY RUNYON 1 PROP. 6'x8'x6' f °o 1 f ~ k 801 JONES FRANKLIN ROAD STE. 300 N ,~1 CONGO HEADWALL INV. IN=351.50 1 / k 3 RALEIGH, NC 27606 S 919-851=6866 1 r 8 N o k 1 _ - k - N - EMAIL: grunyon®stantec.com ~ 1', . f 1 k 'l ~r k f 1 h 1 f 1 I ~ 1 I h k ~ , ~ k 1 ~ ` 1 1 ~ 1 ~ . ° ~ ~ h ~ ~ ~k 0 1 I 1 6' ~ ~ 'f k 1 I k ~ 'C / o J ( 1 1 I t1~ I ~ ~ k 6 ~ a 1 ( ~ LEGEND.. ~ 1 ~ ` h ~ ~ ~ 1 I ~ 1 ~ EXISTING PROPERTY LINE k 'f \ . 0 1 I I x RIGHT-OF-WAY` LINE d k ~ ~ \ 1 I 1 T~ ~l ( 1 f . ADJACENT PROPERTY LINE k 'f k 1 EXISTING -TREE LINE I 1 Drawn Bp: BN PP: BE 3 1 ~ ' K f 1 ~ ~ 1 ~ UNIMPORTANT STREAM BUFFER zoNE Checked. By: BM PM: BM m ~ 1 I - r 6 1 r ~ ~ k 6 ~1 ~ INTERMITTENT Date: 3=4-08 SM: BM ~ 1 z ,~\T ( i f STREAM ----------------UTILITY EASEMENTS ~ I ( 1 , f ' o Proj~: 27071)12 - - - - - - = -BUILDING/PROPERTY SETBACK ~ ? 1 ! I f . i ~ ~ k ~ PROP. WATER MAIN x . N / 1 I ~ 1 f Revisions z h. r, s,.....::. 't; OPEN SPACE AREA O ~ 1 f f 1 f, o ~ ~ k ~ j k \ w ,r y ~ WETLANDS. 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