Loading...
HomeMy WebLinkAbout20071000 Ver 1_Site Plan_20070802~ / x i / i1 ~ / \ o 00 zg i (i f ~`n C:y ~ ~ gyp, ~ ~ ` \ a ~o a CIA t. n c~J Q I n 00 '-r CJ -7' c~ •p -t 00 'I . ~ V 00 C N f`J y ~ ~G o0 C: ~ M M n ~ .l 1 20 19 18 ~ ~ } ~ ~ ~ I 14 ~.3\ i \ 12 \ ~ ~ p~p~ ~71ZAAl ~ ~ ~ ~ ? ~ \ ~ STREET'S DAL70N WOODS DR i ~ i ~ ~ ~ ~ \ ~ 0 x~ ILbI ~ ~ Lij a ~ ~ 1 10'x70' SlGFIZ m I ~ ~ ~ I DISTANCE TRIANG'~F~ ND H~RDEf WOODS LANE ~ ~ ' FRON~'l~ A11 B T ICE T \ ~ \ ~ \ ~ i ~ 11 '9~'~ ~ ~ ~ ~ (TIPICAL) ~ ~ \ ~ 7Rffl'A' STA a 13+8542 ~ ~ ~ III~ElV ~ ~ ~ ~ ~ \ ~ j C M I D ~ i i ~ 3/4" DIQMESTIC ~ EET'B' STII + l0~OR00 ~ \ ~ ~ i STOP SIGN PER ~ ~ WATER SERVICE OP SIGN PER ~ ~ ~ ~ Z ~ ~ 8~ 1 Z I i ~i~ ~ NCDOT & MUTCD \ 3/4" DOMESTfC ~ ~ ~ \ ~ 1Q`x~0~ SIGHT ~ ~ 2~ LO ~ ~ ~ ~ s DISTAN E. TRIANGLE 3 4" D STIC ~ ~ ~ ~ ~ ~ i ~ ~ ~FAPd8~AR8rs- Rf'!1 -1. - - 1V MUT~D- ~ ~ wATER~ER~ ~ STA ARDS R1-1 ~ ~ 4 GV~ ATER S~EKVI~CE ~ 3D0MES'iTC~ ~ ~ ~y ~ ~ 3/4 ^QO ~ ~ WA SERVICE ~ ~ ~ ATER S 'rq X96 ~ "~-~s"'~ ~ ~ - \ ~ ~ 15~pp 16~00~ ~ ~ ~ r ATER S~RVI ~ ~ ~ ~ ~ y f .•r: 16" STEEL CA~S(NG i ^ ~ ~ ~ ~ BORE AND JACK ~ ~ ~ i _ ~ - i ~ ~ ~ ~ • FOR NEW WATERMAIN ~ i i 1 ~ ~ \ ~ •r': I INS7ALLA TION~ i , ~ ~ ~ ~rypp 12.00 1~ ~ ~ ~ ~ ~ \ \ \ W r•~Y DAL~so ~e c R D NE _ ~ _ ~ ~~~y~_ i ~ \ ~ ~a• ~9\ ~ 1 ~ S ~ \ ~ ~ ~ M ~ w ~ ~ ~ wT---• • r w N app ~ i \ ~ 00 6 "x6 " TEE I ~ 7~; ~ - ~ - - - e~i 3/4" D MES~i1C ~R~ ~P ~ ~ \ ~ ~ Dl OMES77C 18" PVC DOMESTIC i+ GV 8..x6~.~E ~ 4•• 4" PVC ~ ~ 1 \ I • / ~v~ TER RVI~E ~ ~ ~ ~ ~ ICS DR~11NA~€ AND ~ ~ 6"x8'~ ; ~ TER SERVICE TAP ` WATER SERVICE TAP 8"x4"TEE 6" GV 1" DOMESTIC ~ ~ ~ I ~ ~~1gIN~EN~NC~ EAS~MEN\\ { REDt1CER I I~ , ~ ~ ~ ~ ~ WATER SERVICETAP \ 3/4" DOMESTIC ~ ~ 1 ~ ~ $ 3/4 DOMESTIC FHA I ~~8"x4" ~ WATER SERVICE \ ~ ' i ~ ~ 3/4~" DOMESTIC ( ~ ~ ~ , ~ , ~ I 25'x25' 1 ~ ~ WAT~'R SERVICE ~ WATER SERVICE ~ REDl~6ER I II ~ DO TJC ~ ~ ~ ~ 1 SIGN EASEMENT ~1 ~ \ ~ ~ ~ ~ \ 1 IWA TEl~ SERVI TA ~ -~F~0M7` ~ ~ SETBACK + I I I ~ \ ~ ~ ~ I ~ io \I , ~ ~ 3,~4" DO ESTI ~i ~ ~ GI ~ ~ ~ \ \ ~ ~ ~ ~ I Wj4TER S~RVICEj ~ SEALS ~ y ~ Q ~ n iil~~ O 1 ~ O 1 O o ~ o o ; , Ian \ \ ~ ~ i i i 1 i / , ! I I ( 0 1 I II ~ A i ~I 1 I ~ I ~ i ~ / \ \ \ 100 CA/?o ~ ~ ~ FESS/p 70; ~ 0~ ~ ~ C-0 op I ~ D SEAL 028434 ~ ~ ~ ~ ~ 40 ~ FNGI NE~~ ~ GATE VALVE L0CAT10NS ARE APPROXIMATE OUE TO V 1 DALTON WOODS GRAPHICAL CONSTRAINTS. ACTUAL LOCATION SHOULD GODS DRIVE PLAN/PROflLE BE IMMEDIATELY ADJACENT TO TEES i(VIMERE APPLICABLE). I ~ INT STREETS DALTON WOOQS DRIVE 2" BLOW OFF~~~ ~i~ t~ ~ ~ s 1 MID HARDEE W~DODS NE ASSEMBIyY ~ / / ~ 1 ST~I 1000 4 ~o•oo niRU ~s•~9 I STREET 'A' STA a 1.~+d~' 4~ / ~ ~ ` I 3/4" DO ~S 16~~~ /~3, ' 1 ~ ~A' "-7"" . WATER .8ER E REVISIONS ~ STOP SIGN PER ~ ~ ~ ~ " ~ ~ ~ NCDOT & MUTCD i~ / i p i~ STANDARDS Rl-yam / ~ ~ % 9 / 3~4,~ DOMES ~ ~e ~ i '12~ 12 /~i ~ ~i / sa RKM QF WAY ~ ~ ~ EXISTING ROADWAY 8' 20' 6' 6' SFIOIIIDER PAVEMENT SHOULDER DITCH WATER SER CE : ~ r - - ~ - aoo N - ~(50' PUBLIC /W) i ~ ~i~ ~ ~ F U4"/FT. ( VI'/FT. w w w w ~ i ~ ~ +j1 11/Y SF9lS~1 8" ABC 30' MN~L `1 ~ ~ / i~ ~ \ ~ ~J g p ~ y I~ 4 ~ ~ 4 .PT/C ~ ~ i i P TYPIGIL SIRffT SECTION TYPlC~IL {N/IT~L~ME L0CIIT~0N I s. ~ ~ / a / , ~ VVl/T~IV Sll~DrIVISfON i • ~C~ ~ ~''r~, ~jy h ~ ~ 1 ~ ~ I ' 10'~ ~ SIGHT p ~ ~/4" DOMESTIC , ~ / ~ Ott ~ z O I I ~I ~ ~~DISTifYNCE, TRfANGLE ~ ~ WATER S'-"RVICEy~ r" y _.nAA~ ~ all / r0 w / CA u ,~T~r'~?g,~%tr 'iN / ~ ul "in I ! 320 320 . 315 \ ~ / ~ / / / SF Y~ O ~ ~ I PU~UC DR~AGE AI~ \ ~ ~ 0 0 / / i ~ ~ ~ w ~ ~ ~ ~ Y M~NTENAN~E EASE ENT ~~~'~r~ ( ~ I j IQj l ~ ice/ ~ / ~ ~ / / / / ~ a • CONSTRUCTION DOCUMENT 315 PVI EL =30291 AD. •1.55 Z _ ~ ~n ~ ~ ~ , 13 ~ ~ ~ ~ ~ 1 ~ / ,n / ~ / f ~ O i ~ ~ i y ~ 310 ~ m n ~ 310 W1RDff WOODS UNE PUN/PROFILE n ~ ~ ~ 00 EXISTING WVE GRADE (~n PVI STd1 s 1700 a STA 10+00 THRU 12.2459 u ~ 305 Z 305 W h- • , =a. A . f-~ 8" G1/ IWM 300 ~ ~ 310 310 20Sx PROPOSE ~ 1~ GRADE n V1 6" X 8" EOU W O 295 z P OPOSED 8" PVC 11T8t 1 ~ _ 295 305 t ° 305 o W ~ 0 0 3 ~ Z w ` ~ S m REDUCER M ~ 4 GV ~ 'L 2 IXISTING NE CRME ~ WA NWN o~ 290 .7V~ >W4 3~ PROPOSE CE NE GRADE ~ f ~ ~ S~ fW\ ~L'. VIEW FOR NL•DE•SAC FOR CUL•D65AC GRADING MID TI OPOSED 4" PV WATER MAIN MID TIC~INS - GRADING AND T1E INS 285 295 4~ ~ COVER ~ ~ _ _ _ _ 295 o~ 285 ~Q z Z 0 PROPOS 4" PVC WATER MNN 280 Z80 290 0 - Z90 SEE PLAN VIEW F 275 VIEW FOR CONTINUATION SEE PLAN VIEW FOR CONTINUATION AnoN ~ O V 1 REVIEWED BY: JFC 275 285 285 DESIGNED BY: CPS DRAWN BY: TSG DATE: 6i7i07 IXISTING G'RIwE CrYPI )E CrYPI EXISTING E ffYP) PROJECT NUMBER: 07-001 DALTON WOODS DRIVE DATUM ELEV 270.00 DATUM ELEV ?70.00 ' DATUM ELEV DATUM ELEV 280.00 280.00 - HARDEE WOODS LANE PLAN/PROFILE C4.01 10*00 r•oo zoo 13*00 ,a•oo PROPOSED ,s•oo ,boo 17#00 ,s•oo 1000 1100 1200 GRADE MM PROPOSED GRADE (TYPI JUNE 2007 i I SR 1 X08 c.~ 1. i n N Q t r, O cn In ' M 00 .tyU-rC --n en CU I O ~.n in .r G 1" I- "G >cm cn C-) on 1 1 . M r • ti'rr:•:{ti' • J • i , ~ SR X30 S 2 ~ ~4, S f? X3'0 6 ~ 6 S ~ , 68~osab~ ` ~ ~ SEALS `86,6'x. LOT 8 NOT TO SCALE 1 LOT 9 ~ ~ t~ ~ sow ~ ~b;, x,. - 0 ~N CA Ro 49,126 SQ.FT. 25,275 SQ.FT. ~ ~ ,;h y/ Fesslo 1.13 ACRES ,~v, Qy 0.58 ACRES ~ ~ f ~ ~ ~i~` ,~t'f~ # Q - ~Cp~~ S~~ 0~' MAINTENA CE EASEMENT ~ ~ ~ LOV/CK U~DER INC ~ PIN 162110-36-7140 f~p~ ~ ~ ~ ~ DB 280 OP 0870 ' y , i'Y w ~,,~+r d: 4 - SEAL LOT 7 ~,,d~ .~~~a 028434 O 1 ^ ' 20,255 SQ.FT. iQ.FT. ~ , ' ZOIWNG AR ~'~~~p ~O~ r Fs 1 ~ ~ LNG E~~' ~ \ ~ o~ ~3S ~ 0.46 ACRES CRES ~ ~~soo, ` ` ~Ip~~` ~ ~ ~p ~ .oz I / ~ ~ ` ~ ,~y • too" soffit" ti O J LOT 6 20,125 SQ.FT. `po.` . ~ ~ 0.46 ACRES / ~ _ / ~ ~ ~ Rey' ~ ~ \ LOT 5 ¢`~6`~ REVISIONS 20,125 SQ.FT. ~ ~ W ?7 0 ~ ~u . 1 ~ ~ ~ ~ 0.46 ACRES ~ ~ 68~ ~ ~gN2 0 \ . cN~~ o / ~ ~ ~ b4• ~ , 0 ~ 4 ~z~ 2 r F ~~NN o \ V ~~o LOT 4 r ~ ~ ~ 20,125 SQ.fT. ~ 1 r s ~o - 0 Oaf ~ I ~~~I~ ~ ~ 9 8 , w ry c~, ` ~ 0.46 ACRES / ~ 4 d ,5 ~ ~ ~ / S 7100 38 E ~ ~ ~s9 ` ' ~ ~o' ~ LOT 3 1 1 S ~ 0 ~ 29.99 . ~ ~ .oZ / \ ~ ~9>>~ ~ ~ 20,252 SQ.FT. ~ ~ 0.46 ACRES ~ ! r ~ ~ AREA / / \ ` ~ ~ ~ ` ~ LOT 2 ~T 2 i i~ / {zr] / ~ \ ~ \ 20,126 SQ.F ` A w\ ~ \ 0.46 ACRES 6 SQ.FI'. / ~ ACRES / czit o B ~ ~ , / r~ ~ ~ ~ 5 0' O LOT 11 LOT 1 ate/ ^ _ 24,639 SQ.FT. / \ ~ ~ R`g0 20,389 SQ.FT. ~ , , 0.57 ACRES LOT 12 0.47 ACRES a ~ ~ / ~ / 24,037 SQ.FT. l ~~0, ~ 10'x70' SIGHT ~ l o / 0.55 ACRES SQ'L' / 10x70' SIGHT ~~S4 ~ ~ ~ ACRES DISTANCE 1RIANGLE ~ +3 ~ / DISTANCE TRIANGLE ~ N ~ l CONSTRUCTION DOCUMENT 25'x25' PUBLIC i ~ , ~ LOT 13 (T'~°1CAl) ~ / ~ _ ` SIGN EASEMENT ~ ; ~ 22,042 SQ.FT. ~ ~ ' N~ .,1 \ 0.51 ACRES / ~ ~ ~ I i / ~ REMOVE EXISTING / i / ~ ~ ~ \~i~ ~Vj~ `,WATER METER i / i STOP SfGN PER ~ ' \ ` `3~3 3 LOT 14 / ~ i NCDOT do MU~'CD ~ N84'45 50"W ~ 1.99 106.45' N84 45'50"W~~ ' ~ 21,520 SQ.FT. ~ ~ ~ !STANDARDS l~l -i ~ ~ ~ / LOT DATA o~ 4.17' ~ 0.49 ACRES / / ~ ~ / ~ ` ~ ~ i ry ~ ~ TRACT PIN = 162100-33 9514 275.43' ~ " -114.81 ' ~ ` ~ \ ~ ~ ; TOTAL TRACT ACREAGE s~, 14.01 ACRES . \ ' ~ / ~ STOP SIGN P~1? i l / ~ ~ ~ LOT 18 / I~Z'DAZdt MUTCD\~ ~ R~ 3 TOTAL LOTS ~ 20 ' I ~ zo zoo sQ.~. / STANOARDS,R1-1 , ~ ~ v~ i / AVERAGE LOT SIZE = 27.418 SQ.FT. S~ of S~ \ /'Q~s, o ~ 0.46 ACRES ~ ~ / 25'x25' PUBLIC ' o ~ SIGN EASEMENT R2 ' ~ ~ ~ MIN LOT SIZE = 19,815 SQ FT I ~B~Ck~ p m ~ R25~ I ~ ~ ~ ~ 1--""~ ~ . LOT 19 10'x70' SIGHT ~ t i ; DISTANCE TRIANGLE I ~ ~ ~ ~ ~ ~ 20,230 SQ.FT. i S2 20 795 w ~nsnwc ,~'ORMWATER NANCEMENT CALCULATIONS ~ r ~ ~ ~ ' 0.46 ACRES ~ I ' ; 18" RCP o LOT 15 n~~~ ~ ` / ,QZ / PRE/I~OST ANALYSIS: w \ N 46,668 SQ. ~ ~ o g5 ~ LOT 20 ~ ~ 1.07 ACRES ~ ~ ! ~ ~ 19,815 SQ.FT. ~ / ~ ~ TOTAL TRACT AREA 14.01 ACRES (670,278 SF) 0.45 ACRE$ ~ ~ ASSUMING A MAXIMUM IMPERVIOUS AREA 15T = 2.10 ACRES (91,542 SF) Q ~ ~ ~ ~ y ~I ~ / '~S~' ` ~V PROPOSED ROADWAY IMPERVIOUS AREA ~ 0.64 ACRES (27.818 SF) t7 / ~ i, ifij o`~l~,,~' ~ JQ? ~ MAX IMPERVIOUS -ROADWAY IMPERVIOUS =ALLOWABLE LOT IMPERVIOUS AREA = 1.46 ACRES (63, 72 i4 iU o x (63, 724 SF) O ~ ` / ~ ` W n d ~ ~ / ~ lip ALLOWABLE LOT IMPERVIOUS AREA / * OF LOTS = MAX IMPERIROUS PER LOT 0 r ~ ~ / 3 LOTS = 20 o~ ~ ~ Z ~ PUBLIC DRAINAGE AND i Z MAINTENANCE EASEMENT LOT 17 ~ 's' ~ ; 4~ MAXIMUM IMPERVIOUS AREA PER LOT = 0.07 ACRES (3,186 SF) ~ ? , ~7i / Oryh i' GJ t,`~ ~ / / NfTROGEN EXPORT ANALYSIS: N/F ` ~ 40,108 SQ.FT. ~ 0.92 ACRES PA7RICIA L CARTER & LOT 16 ~ 151[ IMPERVIOUS (2.10 ACRES) RESULTS fN A TOTAL NITROGEN (TN) EXPORT OF 4.2 LBS/AC/YR R O MELBA T LANCDON PIN 162100-24-8578 ' ~ ~ 22,198 SQ.FT. ~ ~ / WHICH IS GREATER THAN THE 3.6 LBS/AC/YR LIMIT. THEREFORE A NITROGEN OFFSET PAYMENT WILL B / ~ ~ WILL BE MADE. DB 0746 DP 0389 0.51 ACRES ~ , ~ ~ ZONING AR ~ REMOVE EXISTING ~ ~ ANALYS/S SUMMARY• / ~ ~ T08A000 BARN r~ i ~ ~ ' / TO MEET B07H REQUIREMENTS. THE DEVELOPER AGREES TO LIMIT THE IMPERVIOUS AREA PER LOT TO OT TO 3.186 SF O 4) ~o i , ~ . \ 'O/°~' ; % AND Will RECORD A STATEMENT TO THIS EFFECT ON THE FlNAL PLAT. 118.22 p' ~ Gi~^ ;~~h 4)~i~ i ~ / ; STORMWATER MANANCEMENT NOTES \ J35.48 ~ ~ ' N~ 1. MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE STRINGENTLY Y Q~ o _ . - , REMOVE EXISTING / N84 06 50 "W-` 4~~~~ FUEL TANK ~ i ~ ~ PIN 162100 55 0493 ENFORCED WITH NO EXCEPT/ONS INTO PERPENITY. PLAN APPROVED LIMITING THE IMPERI/lOUS .S X 280 84 ~ ~ / i ; ~ ~ ~ ~ OB 2779 DP 0894 SURFACE TO 3,186 SQUARE FEET PER LOT. REVIEWED BY: JFC ~ i ~ ZONING AR / ~ 2. FEMA FLOODPLAIN INFORMATION PROVIDED FROM FEMA PANEL ~1620K MAP ~3720162000K, DESIGNED BY: C'PS N78'18~45"W ~ ~ % EFFECTIVE DATE 10-3-06. DRAWN BY: TSG \ / 4.93 N/F N85'10 N85'10 32 W DATE: 6i7i07 ALLEN & LOUISE MCNEII.L ~ / 26. / PIN 162100-44-0985 26.89 ~Y W PROJECT NUMBER: 07-00I DB 3201 OP 0768 / APPROXIMATE PROVISIONALLY • _ ~rnvrtv~ as W W LOCA'~ON UNSUITA6LE wrr~ eNnc SITE LAYOUT PLAN ...,,,r,,,~` ~ GRAPHIC SCALE so 200 1 01.01 FEET ) / 1 inch s 50 it. JUNE 2007