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HomeMy WebLinkAbout20070933 Ver 1_Site Plan_20070606 P' Jo NO. 84120 R~ 45' RIGHT-OF-WAY R~ ~ 50' DESIGN NORM~~ ' 6' 6' 3' 35 ARK S~ s' ~o' ~ to' s' s' s' PAVEMENT R SHOULDE DRAWN PEAI<TON DR: SIi0UL0ER SHOULDER CROWN 1 4" ft. M 1 " ft. tN. MAT .CHECKED 4. .1 ' ~ ARK 3;1 . ` 4,~ 31 N " +~o; SCALE y COMPACTED J . v~~ ~ ~i~ sue-c 8~ ~/mss e.~ ~ j COMPACTED ~s 8 CABC OR i l / 1111 1 ! / ~ y SUB-GRADE ..r a~R - FLOOD aZARD / / i i ~~~~~~;~dr - S S I D i / ~ .~d~+ EL so' Hv~y N N I I ~ IIII I I p ~ i 9 STBC CABC ~ ~ , III IIII I1 x +"~4 t - ` / .ii'., / / / / ' ;~.1 ~ L C BY / i i / \ i ~ x FILE RD; ~ ~ ~ OR STBC * I I 1 IIII I I • , ~ ' x i~. ~yx PROVIDE ALL TESTING AND CONDITIONING AS REQUIRED ; ~ ' I 5~.r a i~F~rl / / / ` ~ S ~CHELL i rF~,~ 'w+'"' M1ti'~~ S IL SCIEN S~' ~ \ ~ i ~ Q # PROYIOE ALL. TESTING AND CONDliPONIN6 AS REQUIRED er n~cvor m ura~zE say ~ a~ l i l i l l l l l .a:~~,~' . q. BY NCDOT TO UAUZE SOIL TYPE BASE 4 I p:~'y~ # 9 AC II ~ 142 Ills ~ s ,r pr / / I (i . ~ Q1~511E IIII I I . NO SCALD I ~ ~ w~M IIII 1 I ~ - ~ ~~~s5 ~ . DRAV~4GE . r. it , ` I .a lt;i +~.I .1 r ro 4. I I IIII ~;r°~`r;~' iu,~ ; I 4 I ~ d a{: ~ h + 'i'jl^M~4s~ ,tic. ,:J,; I ~ T 1 1 74 ~ ~ , ~ 1 r`~ r, + I I RD• No scaF VICINITY MAP i ! ! i I I ~ h I I II :x ` ~ , ~ 1 65'6 SF ~ yM~ it v 4 ;f . ~ ~~r 'i~a'~' ` / a ~ ~ ~ , r~,z r: / 1 1 L X ~ ~ ,>r, ~ 4. 7 ~ i NO SCALE .ra • ' a I I I III " r ;.~y' F'~ r :~Y.i '.oy .r~., ~ „ , , 1 F ~IISIeI r . ~w~ ~ ~ ~ ~r „ ~ ~.j. i'7p., r,Yrr', ~~i:~iar~7~.", iYT yd"IY;'•".; ~ngf;,x. ! , a•.r 7h1 aw 1~,;I7'" ~ '"'~,.0: ~ J . \ VARIES 6'-0" 8'-0" 5'-0" LEGEND. PAVEMENT WIDTH SHOpT.DER k2g~' ~i~yi+v EIP - EXISTIWG IRON PIPE +.18'x P-12 ' z yii`x x "p~~ i I I III 't; b y,n :s,,~,re~ .~,d, * 't PERRIN MOORE CHAPPELL . r ~ - ~ : ~ ; III IIII I i ' v.~9~~ ~ F,;~~ ti~+~,~' Vie', 'tb ~u'' q ~r .+"','4x ! r9:~°437'" ~ "i. .'Gr 'e'~: y ` :r~~xf,~Y+14y,~'.:~ ~,f fi ~,s4q, - ~ ~4 , t'Cyr . xA ' S ..w ~ ~ a1r,.M.s?~'!,", : =•~"M'~tN".,?rf " t ~ .d"`~~ a' ~ '?".x "y' ~.,!a1 r, v 7f .s,.+'1'^ ~4~~"wrrx ~ ~ ~I.. 1 ~ ~ 1~ `,?A :ip, r~ a d/, ~,r~y;,' y~r*,:x. ~~.,cw.~,~~,r,+ / \ u ~ ' 38.81 AC. I ~ , r . III IIII I i ~4 -.a~ . t, , t, R 40W ~ ~ ~ ~~R ~tik ~a k" ~~ahi• r' ~t~y~,4',;~'y '~'~x'W ~`~i"~ :t•qix ~~n r.'1`~x~'s yrai'~%+~1~"r r'"i, / l / *.,4;ya'k tr,r+(.' ~p :•.,Xtd 'In, b, d: ~l. i; .P. r.~v~~.b, ~t>+ ? I. i 'A rt' ~a~,tf, P! r. 1J x Cq f h~s~. ~„n ~1v~r: ~~K,, 1 e~~•, i,f . / Ik" 9 ,TA1. T ~~p+ Y~, '1,d • ~ff ~ ..4 7 -5 ~~N ~i1v dr, ;tip :1~lr ~ r~o'At ~ MI~ ray' ~1~. t ~°`S+ :ta a s'x~e 7av .'i ~dnr`^f~ d~1}'3"r` V rr~j". / l ~~/r,~ 1 t' I.~f?~~ (^~,~p/e i~~ ~y... ~.~,Y;b,r a~ ~~p~ ^sll to1 ~y4.,~1!r. 4r.n. / \ ' III IIII II ~r;~ D.B. 9855 PG. 840 I . ~ w~,y , I I III I I K ~=;,w. , ! , ~ : f' ~r;~ ~~~a' M? ~.V, 'y1 NNA~' .Y,'11Y f iY ~y:'ef 1, j~Jk.~ J*} .~x7 4.4 .1f1 / / / r. ,^,ti: Hy A'GA' . .~,ylr,. ,rr'r^'r. , :.:•YJ'. ".4.•., ~.{1.~~;~V": 1 ~"'irftk . 4" 6°. ,r~w.,.rr!I,.e~! ~•'''~'a .,t~yaSWS3~. w'~~~ ~ ~ r~ ~ar,, f„ "~~''X', a. f ~a4~L'~, / ~~'~t~ qt,l. r r'S roT? ¢~`Xri ~ 1~ ~ ~~fr 7 ~ ~ yC.~y+ rt11°'r''° •~lf / / / { ~5' ' &°tl~~ y yr~i"fF r,• ~iK ~ ~~h.~t i oy a.°. ky "r.at r ; i'X^~. ~ 5^,'~ ~ r ' r . ''L+L'~r.: a r.Xd ' x'r -'Sr` ~ a ' ~ / ^ S, / iPS -IRON PIPE. SEf OA27L -0.42X +.~x NPS - NO POINT SET PIN 1709.02-85-0813 ,x ~ ~ {~ti r,f,~ R ~ ~ :.,:;Y: IIII I I y4,~. ~ .,~~a;" ,~~,,yS~ :'f ~ .,'~~i • : , xw re.°1r,. y 1 Fr~~'f r~`tr w~ ti`s a ,t yn ~~r 4 ~ yk'rr'~r .M. a'~'"~, ~ .f7~ 4raR ? i '~"r. r5.. O'1aa. 'art,.' ~ ~ I/ yki ~ >~tf~: r~43~ $~~~-~K.~~ r ~y~d~. r' ,`C t ~{4 s ~~~~,n~~~ / \ ~ ~ / ~ ~ 7'Y y~ r4 u''~x ~i"',}, h NY 3.. ~Q k~ ~ i ~ ~+~s''~i7x7 ~F r P' dry ~ % 1f~, , ~>~~r;',~4~~~e '~da',~'r~;, nY~~~ ~;,~~'r~, cwt. ~ ~ ~ / ~r ~ ~ . ~ 14 i ~ - COIJCRETE MONWMENT I IIII ~ I .r ~5 f. ..'y+,w I I I IIII I : :'y.,pC,., ~:!P~~ ti# a, ~ ;`;"~^V ^A1~. g'N~"A"'`~ °S^'k~~ x., G 4 Yr f~~;' .aft a'~'.; ' u~ ..r "I, r '"Q" uf?t,7?n:~;: k !?tq ~^s.;'U.~~~t~1& :p,. , ~"an ~~"y'i1.,, y~ a+; '~z.,y~!, r „~;,1."r "'~,,1: ,~,.ri ~'x1J " Y~o „'w~k,l.; ~;;~M7 y,gv+{ / ~ / ~ r ~~.p ~ C Q -WATER VALVE -.23X SEWER MANHOLE ¦ -CATCH BASIN I r r'~sK".°r., `;c"~%''}N~~Y yid' ' ;,5:yf,r I I IIII I I Q4{. ; ~ ~g µ :J, I f 4. r yl; µ'~•55yy ~ ~ } I I (IIII ~ r ,,.,a..~,~ ~w, ~4k, ~ tx~~`'" `r'~1" ~ '~`°r : ~~r~? d x m*aG/ . ,n. ,~'s x " g + A \ b:~kFt~ ~,r. 2(a'rw .YA:,• :u7 .I 1, X12 829 S aI R~uY ',.~J r'Nf'i I~~a,o ''1 +YA t+~ ~ '~sr "a``.' , 1 :~~vv 5•_Op IIII , R . M',~1:ti •a. ^ ^~i,~".;5~~~I'.'7l% .w.V ~ ~ q~ • V E~yh?Ah fd r°~ / / ~ / h' r 'tom . . . r' ~ ~ ~ ~ ~ f 1w' ADJOINING L4T LINES ~ 8 ~ -SEWER EASEMENT I I IIII ,ti w Y,;j~ ,•,i, , k~v rt , ~9 jJ .r.'?i:'.. :'iLfi~,F1P I I 1111 • :.w' ~ x,' / / ~ . ~ •9hw~ - - -FENCE ~ II fill ~ y rrs.y / M' / / ` 1 ~ ~fi ~ / / 1 Y / ~ ~ / ? I ~ / ~ / . 7 -POWER POLE ~ OVERHEAD WIf2E ~~l I 1 I IIII I w . I IIII I I 4;;, ' ~h.N ..''~~,~{`rJ%~.. 5 rk „fit! SS~~ ~ f Z{ 1.17 ~ / rH \ ~ ~ / / / / / y ~,X. Y ~t~ " / ~ / / ce. ~ f.~~. ~ , 1 1 III I I 9., ,.t ,k~ ! ~ ~ ~ ; ! / / R / ~ / ~ / ~ y ~ I I I rte. ~ ~ . , , I ( IIII ~,~A .:~x ~ k t~'•' ,ay'rtC`~ ~r a ^~,'S}'sit •.r! n ~ r"`~ .r ~"*~e~~~y~ x:~: :ray' <'i,,,~„ • ? I III ~ ~~;H~ :~.r f 4~ III : ,,~~x. •k..• ' 1 f'{ l ~'!f al 1 I / " I 481 SF / 1 .E~,r, / , ~ ~ NOTES: > .IIII ' ~:.,r: , , iI ~ ~s~ ~ h,,r,~ ~ ?Pl~' as A3{ 11 ~ k~ ;lsY ~ ?x , I III . P„~ MY ~ ~~II , ~ l ~ ~ ~ ~ ~ ~ ~ 1. AC ti ,4 / ~ 1 ~ r.11~ ,x ? / 'a ~ ~ ~ ; ~ 1 8 9 SF MISA 22 ~w / 1. TOPOGRAPHY TAKEN FROM WAKE CO. G.I.S.. I III ~ yµ~ ~~i I III ~,y~~~ 4w, ~ ( ~ ~ / / / / ~ti'~ / / ~ ~ / / 2, WATER SUPPLY: COMMUNITY WATER SYSTEM 3. SEWER SERVICE: INOMDUAL SEPTIC SYS1Ek15 I , 6rf ~ 4x{"i i'•~ n,P,iA'... ~R.. rIP J' II %°4r~ ~i'''H ~v f ~lvrd.. ,~j,5irr k~,iv I I 111) a ,~s n ~I M, ~ . , I ~ ~ v>A x ~,~°c~ 1 „w , : fir, r / / I " / l 1 1 ~ , ~ ~~a~1, ~ ~ kro" 4. D(ISTING lANO USE: WOODLAND 5. TOTAL ACRE/: 53.7 ACRES (PHASE 1) 42.3 I~REs (PFWSE 2) 11.4 AiCRES IIII y,{'~,}; ~ < .~~Y • i I i ~ .w, , a,. t I IIII I x .r . ~ / ,,,a / / 1 ~ 3. :/r a J u,q~J,,+ ~ } i, 7R , r{~ 1 'r~ l l I 9~ r Y i r~{' x~h ~RK~HT F WAY QE~ATfON NCSR 2005 0.22 AC.) !'4' I ' ,A1. fy' r S1 lr~ J ' I h' .iX 5:. tiw. I~, J 6. TAL OF LO i ~ 43 tE1~1- s~109i MeR 00~ GR ti~? 7. TOTAL IN RIGHT-OF-WAY = 5.28 AC. (PFV?SE 1) 4.20 AC. (PFIASE 2) 1.08 AiC. ~ ~ ~ ~ ~ _ ~s - is - e ~ ~ ~ ry \~.%-,1 1, ~''s~r'4..~r~~ 4 '"w'~ ,~rt {{+{l~ 't ,q f ' , I / v r^ < ~Mrvpv-1~4 'VW •C'h.~y,r~'.`k,:'e„ p r.~~„~x• ~ f,. ~ ~ In;, a`~ ~ ^#,'r f v'1"p,U~S'~'ek,\ B .~y s4F V \ - r 46P98 SF 9. UNfAR FEE IN S1REE~S? 4531 LF. (PW1SE 1) 3596 LF. (PFIASE 2) 935 LF. ~ M~1G aR ?~IF? ?Ip 4*J+r,2", t'Y ~~SD`7 ~ I ,y R 1'"ik yrf4` I~' r . 1~ e I ~ ~ y~ } r~}'? ~ r \ 'Q' ~ ~ r, .C.>'r'+, t _ ' i~"/^}d~ya.^'•r~}'d, 'r F .d ~ t Ir~'b, I \ ~ y fr, YtrJ, .;~X ~v?zk~:., N ~(hdl ~tx :i'!" I \ \ ~ / ~ • 'U, Y p i ~i'~ ,d :h" "her p r ~C 10/07 A 129829 SF M1SA) 10. ALL WAKE CO. EROSION CANTR'OL REGULAilON6 WILL BE C~IPUED WITIi. ALL APPUGABLE ~M6~'M~ ~ ~ ~ W, 57 MIl4?~~ ~ a .,Sj~'ry, ~~Ky~j r ~ ~~5`~5~b r. /~~j~/~ lit. Sy?''''S' A 4x^~` ,tw,:YK;ya(~~a ~r ¦ EASEiII f, ( 'I / ` / ~ ' ~4 r '1` hpx ` '._L~ Y1av,t}' ' yfr~i ;x ~+i N ~r v 'r 1 I J~ v ~ror.,~.:'1~.'~. y'. 'V / ~ Yom. ` \ \ ~ JiM+," 4 ~ ;.,;a , p .N~'' . ;54, + r , 1 J / . ~ ~ - n . ~ " gyp. / WATERSHED REGULATIONS WILL 8E COA~IPUED WITH. ACNE 11. UNSUITi4BCE SOfI.S INFORMATION TAKEN FROwI 6. SCOT MIFq ELL ENVIRONMENTAL CONSUL11hIG 1 '"~5 ~ "ye S ; rya. f ~ ?l,Nx r ~'k ~ w ~ ~ ~ . u ~ Y ~ . Mc~ ~ J 'pp1 ~f t ,ry, ~1' ~A 14~t,} 6 1 ,y. ~ , r r / / _ _ _ ~ 552 ~ ~ f~"~~~ , r ! / / / / ~ M~ v1 ~d~4,, 1".',n'M a}'~. IJ;~. *7~w. r x 1 r ~ r r r r \ / ~ / 'w ~ \ , ~ rJ"Idy`,",,y ~ ~ Cq"., ,.der yU ~ x r~ UT fi~ 12.~ ALL IMERIOR STREETS TO BE 45' & 50' PUBLIC R/W's. AS SHOYYN. S1REE1'S SHALL BE ~ ~ ~ ~ r ~s~ WUNTAINED B1( THE DEVELOPER OR HIS DESIGNEE UN71L THEY ARE TAKEN OVER FOR MAIMENANCE - 1,~5<<,~w~ y~.fN t k ~U+ ~ d .n.' {40.' )~7' - 496 584 S . FT. ~ - ,~~s ~ r~, ~t. r; TAL AREA TO X. r A ~r ~ ~Y 'Y6 / / \ ~ V .1. ^~7r., ` z 'xb-~ F 1~'~`r ~l ~;rL ~r~ Sxt x,s~ 9l ia'S~~u~ Ewa,' r r ~ ~ \ ` ~ a P~ ~Yr1"V3i t ti P~ r Yn •t ~~r .fir RY4~ .p Ar +5. ,y bGr d' lur,i 'xrh,v ti' „~,b. r r / ~ V .r, rr..•~j•''~ip f~~y '~4"rt, 'Iti;.'~~ ~r , ',Y~.~".,sf ~',,~e~pYrr a~.~'M~ !"r4i~z'sk'ryrt4..,e~' .r,4?n,y~ , ~b,1' rr" r ! / ~ u' ~'~ft~ti~ ..e.. ~ , t, ~'t ~ >rw F a~'d x ~ L 'r .r {~4 r r r --.-__r, ~A ~ L~~M x k7.ry 4 ~ ~~4 ~1 .)r ~ o o "M'~'~~Y'7'~~r`^y^s~a4 ju. I. :.a / ~/AII/~\v . \ y v 'F'~ r-~rr ~ :r r~" ray'-. +t'~,'+~r""~ r/ J ~ V ~ ' ~ ~ , ~p { & f.;F 'kr Rry,,+~ rF~y,N rzb y r +,+y^'y.,T~' yy~4 Ih p L;~' 4 r BY NCDOT. ~ ~ `i A,~r ~ : ,3i~.~ ~c, c. z"gJ .~i w~ ~j r ~r ' ~ ~ I - '~qi~Y~ ±rr, L ,,..r'+~w, 50,17 y C'~ l.{'"'~' r 4•~r ir~j",~ ~31tirf~ ~ HI6~C - 22 371 S . FT. < ~y ~ ~ . ~ R:v , ~ T AREA PROPOSED PAVEMENT TO Al. ~ r ryc 1 ~ ` y ~+t 5.~0, G": } x ,1,~. ':r a RQI~., t! t, a rf ~ , ~+>r ,r r• .t , IM'1VL ~ r , ~ ~r" '.r. PY!' rl/'l . I 'S.~I t~ 'r I R' ,.C'~, p t 1~ ~v A I. ~ r / . ql. ;,"s. /t" ~rE d+~d"~ ' d.r ° .r 3.c+°r!~J. a. r7, i .aq ~ ;s 4^ r / / ~L /I// „~nr. d' ~y'.,. ~':;1' ~y~p~,r¢y•>. +`Dr-,'' fr+if'3"'~x+ a.'" '"a ?~ia~ ~ ~:Y i~ ~,a. 'sa , r~ 4, ~I" OI r / r. t i / ^ 1 , ...X /Nv'. 1~i . ' ~ ' .rr °a k, ~ , ,.rd; Qp~.. n n'~ tr7.h~..~~M~7.~'` ~y $ ' ! ~ / ~ _ 1 ~ Y: :•r~7~ •1. , h; rft r ~ .fir r f',n~(" ,Gl ~ ~r+.. '4l`7 ".ti~.t t, 4"~ .~u" .n„t73 ' n~cE ~ 100, 1 13.) SUBMITTED WITH THE CONSTRUCTION PLANS YYILL BE A STORMWATER ~ = ' r` ~ ~ ~ WU4tJ~W1ENT PLAN AND CALCULATIONS THAT DEMONSTRATE TFIAT THE ~ i.~. 1 2 632 S • FT. . ~ ,.w r . oT o TS x 12 829 . FT L , . ~ . . , 8 LO ~y R T 1 T q~1 r fi ~ ~'7' ! ~ _ - if ~ P ~ .r~ y,; r ~.r t?t,~c t7r N ~ d y Jd' Y r,. 1`/ ~ ~ l /r. ~ ~ ~.1 \ ~~1 I ~.1 'vW~' U ''k. S~ ~R. ax. X n i, +mc r: < ! / \ 'a' d I .~'4.t !N. r. 'r f 'f'J l,~l 'i.. an I ^k1rR r r / s \ \ \r ~ / r .',gym. I r4"~ ~~.Ur7~K~)#`~`.;: rc r ds.~~*~ ~~V "e w~ rh o.. Y`.,w '`4y~.+¢~ $'.,p4 VOLUME ST~IYIWATER RUNOFF LfAVN~ ANY SITE (IME#tPREiED AS 1HE SUBDMS(ON) ~ FOR THE ONE YEAR 24 HOUR STORM SHN.L ~ id0 GREATER FOR 1 0 S ~ t~ LOT IMPERVIOUS VYEIJ. N~ z , \ - / / , Tj r Al t ~ ~ •s/ i i r 7 v r.r 1. A~ \ \ \ ..t'FrN i~;l. ~ x Y. ~ mil, r . 1 ! / ~ 1 ra / r r ~ \ ~ \ ! 1 d r~i~ y.';.?r ,~„.~i~` ~ n:>o'~. F . 3~~,{} ti 'r ~?i F . h . \ i 2 r, . a. i r ~ L14 I 4. .x ~ • tt / ~ ~ ~ .>K,,.rr a'1 wY", 'a ~~~+rr~ 4~y 17~'rJ;~'r1:!t~, P~.!'fA p POST-u~VELOPMENf c~NDmONS TwW PRE-DEVEtoPMExi c~ONOrT~oNS. SrECTTONA A Tr=4 ;fir fa '~Fly ~ , I' - 1 6003 . FT. .tip. . E 2 IMPERVIOUS SURFACE 3 TOTAL PHAS ~ ( Z 'tl. '~'n',i ~ /P, ~ 1 ,.c'I,C'~...,~. nr. t h ~ Y'~ ~,x 6 ~ , ,A( ~ r , , k~ 1.1 I n. 'e ,7?W75, r TU' f . + ~.t! THE BASIS F~DR VOLUME ANALYSIS 9FIAL1 INCLUDE: ~s ~ ' 496584 . F I'. = 27.4 - n. ~ , . FT 136003 ~ f~ t VOUIME REUUCitON THROUGH aEMON~'R/QION VFA STORAIWMTER ~ ~ ,ya ~ ;.r' ' DOUBLE LIR SIL xj. / / 'Y ~ .J.. fK '.y~.~. 4 f' 9 ~ ~e, n,~,'k.,q, 'n ;Y b. J I ( .ter ~ \ '•d'. d !yM c~: ~ \ i~ y~ I / ~ ` \ ` F~ r"$~l~Y ~''~lT K:/~^Y4: ~'~I~i'L" ,#1?i 1.i r d \ \r, ti,~'1 !fF..~~~f{~„Sy;e~sN .~,.t p~ ;f; ~5' ~ I WY • ~ UTIONS AND .OR THROUGH YHE INSTJIklA'FION STORWIWAIER DEVICES n . Y.t~~ ~ ' I l r ? ~i ` 1 ~ ~ t ( r \ \.r ~ r: !y I I ! . \ 4 I ~ r S 4 a (E~ PRAiC11CES_ WHICH SF~ALL 8E BASkD ON 11iE FINISHED a PAlEU PROJECT BUILD OUT (~NDITIONS (NrCWDING ALL ROd1DS, - I I 1 - 11.4 AC. TOTAL AR I I rn 1 ~ ~ ~ rrn ' r ..r I ~ r 7 1 J' I I t1~ I 2 W I _ 3 s Ml~pM1UM~P R\AWS SU~A~(',E~~ALL~l~MIE~'D I1K~E (OUMY ZONING iii T AL .LOTS = 8 0 ~ PI~~'ltiV~l. - ,l, I I N - - ~ I 1 I ~ ~ , 1 ~ 1 I I r ! / ~ ~ RE(~ATIONS. DISOONNECT'ED IIiiIPERV10l15 kiIETWODS YYILL BE MAXI1i11ZE0. 1~1lW (12" AqQ 14.) SUB~T~ WITH CONS~Rl1C110N PLANS Wlll. BE SUPPOf~i1NG CALCUUT~IS IilE1~C LINEAR FEET IN STREET - 935 ql~?S EAS~IENT NI1H T S E= 46 931 S FT. ~ ~ 1 ~ AVERAGE LO IZ I 1 I ' ~ 9 I I I I I 1 1 / i ~ ~ I I I / / u V 1 / i G 2 wa~E c0v _ , _ i~ 111 ~ - 40 0 .FT. ~ 1 /r L SIZE 00 S MINIMUM OT TREE PROLE ?1,+ r r ~ s ,4 Z ~ 1 1 ~ I ~ I I ~ 1 _ / O ~ ~ 1 I _ p I ~ ~ y~ , AD ~ ~r n~E wn ~ ~ ~s TM/nt. o(R~i.~°)~o~ rne~ sH J ~ 1 5 '1 2 ~ 1 1 ! , ~ \ / 1 ~ I 1 2~ F1`~ MISr~ o I 1 ~ ~ , , r \ ~ 1 1 \ I t ~ ~ Z . 0 C ~ 1 I 2 / / I ~ r A NITROGEN LQAD OFFSET PAYdIENT FlGURE FOR TFIE NRROGEN BUYUOWN TO ADDRESS 1 1 1 1 ~ 1 i ~ ~ i / / I / 1 • I r J / ' • I_ r ! ~ N l / I 1 tr 1 I , I 1 ! / ~ i ~ ~ 1 ~ I 1 1 1 ~ I I r / O ~ / THE D(PORT LQAD OVER 3.6 LBS. /AC.~/~R ~ OR; THE NITROGEN LUA~DING NA BE REDUCED TO 3.6 LBS/NC./YR ORS LESS 8Y A BEST MANAGEMENT PRACTICE~S) , OR WILL i~ ~ ~ 1 1 I ~i r`~- ~ ~ ` ~ 1 ~ ~ i~ 1 1 1 1 ' ~ 1 1 1 I l 1 1~ r r 1 • 1 ( I ! ~ I 1 I ~ I 1 I I 1 1 I I ~ 1 r r r ~ R 1 I ~ 1 1 I J r / I I I 1 I ~ r I I 1 1 l ! NRROGEN LOADING WILL 8E REDUCED Tb 3.6 LBS.//~./YR. OR LESS BY A COMBINATION ~ ; I I 1 I I ~ I , of / - / ND I I 1 L , ~ II 2 SR i \ 1 I I 1 ! / / I I I I I I I ~ I ~ 1 Of A NffROGEN La4D OFFSET PAYMENT BUYDOWN AND A ~S'T AlIAN14~OdENT PRACTICE(S). ~ A A ~ ' ~ f 1 1 r'{' ° 1 ~ ~ , , gj :.k rRa; 1 - I I I ~ I B NF S T I I , I I , ~ , t / \1 Z ' I I I / I 1 ~ I ~ I \ r. 1 1 1 1 1 / I ~ \ k„-~~ r i ~ RJ t ~ ~ THE NITROGEN D(PORT FOR ANY SITE INTERPRETED AS THE SUBDIVISION? SFW.1 BE BASED ~ nu rur r~u~~urn uTn~naxn ern s~ nr n n~ ~r nnunrnn?~c /n~n~ ~ ~n~ ~n ~ sn~nc ~ ~ ~ ~ / ~ 1 1 i 1 / J I 2 I ~ / ~ .y.,~ 1 ~ 1 I ~ ~ vn i nc r ~ni~n~v nlr i wlrnl W rR1~iGV 1 DVIW 1 WI~IVI ~ Nn~ II~wu11~IV ALL RuwWa vs ~yg, R ~ STRUCTURES 'AND OTHER IMPERVIOUS SURFACES OR ASSUMING E MAXIMUM IMPERVI S ~11E ai IFVH. E~VIN~ [B~1 ~1WW1 ~ ~ \ r/i 'F ~ 1. ~ 1 , ~ ` 1 v`'A~}~ s ~f„~ I s,, a~; ~ i , \ vr" i ~ 1 ~ 11(NCPINY(.d ~ ~ ~ i i'i S9 / ~ i / . ' i / / ~ ~ ~ ~ ~ \ } ~ ~ • ~ ~ ~ ~ ORIGNAL AREA 42,689 ft ' - 11 \ SURFACE E ALLOWED BY WAKE OU ZONING REGULATIONS, C I' i ~ f ~ ~ ~ ~ ~ \ \ . ~ \ ~ RECOMBINED AREA X0,076 sP. ft ~ 1~~' I ~ CJ= 1 5. ALL WAKE COUN'1Y FL DREG NS T COMPLIED WITH. OOD HAZAR ULATIO 0 ~ p~f1V S~ Z~ 16. TOTAL AREA IN OP SP E = 2.57 P 1 0.77 AC. PHASE 2 .80 AC. EN AC ~ HASE 1 \ / ~ " ~ \ l~ r 1 r J+ ~ ~ ~,~~r \ 12,829 SfJ Ff. AIISA ~ ~ ~ I 40.1~4~' SF I ~ ~ ~ • ~ 'c- OPEN SPACE SHALL BE OWNED AND MAIN AWED HOMEOWN IATION. 17. IT Will BE THE HOMEOWNERS ASSOCIATIONS RESPONSIBILITY TO MAINTAIN THE 5! w~ \ / ~ / / 1 W , a r aY3 t ~ .J aY ,y.r y. Sid ~ l~<9+ \ \ + + + ~ 9 \ , ~ / 1 ;,~s,~ ~w~ aM1? tiro & ~ M'. r ,F r L1~/7 ~~/~y /mil \ \ \ \ ` \ " + AT / \ I 1 ~ sJt"~~~ Wd, . ~ ~ ~ + t"t'ij~ 5~ ~ ~ ^!i f; ~5 ~A ; 1 ~ j ~ ~ I 1?~~299SF~MISA~ , ~ ~c~ ~ ~ \ ~ 4' J' DRY DETENTION BASINS AND ACCESS TO BASINS. \ \ \ \ + ~ / ast 'j;~ t~ I~s i~.x "'~dy `•F... ,""m''~ 1 , qV t4'~ t,,.~t., tt r~ ~ ~ \ \ 1 \ \ \ _ ~ ~ / ( Ft: ~^`,l•~;' , ft4!~. : 's ~•"w 5 , .~n',c , ~ r, " ;u;_ 18. LOTS 1-3 35 36 38 SHAM T N C NO HAVE ACCESS TO HO EY UTT ROAD 19. OPEN SPACE SHAD. F BE USED OR PASSNE RECREAl10N AND S'10RMWATER MANAGEMENT \ \ \ ~ I 1 5 V' ~ ^"~1~i~ r} ~a'~~.., ~r}x '~t ;~'lt., v'!I N r ro scACE 0 20. All INTERNAL ROADS AND I R PLY WITH NC T R NTE SECTIONS SHAU. COM DO RE UIREMENTS FO \ \ \ \ \ - ~ " _ ~ ~ 1 1 1 ° ' '.1. ai'~,{ Yl~rr vd++; Vii., y~~ ~ 'b4 Y wti'~ 'l~rglc S ( ,u,f ir~~t % k Y \ \ 1 \ \ + _ ~ ' 1 ~ 1 + J r~, ^(5 ,1w H~ C ~ ~ r.. ~ ::i 1 n n 4,.. t ~ ~ ~ \ \ \ \ ~ ~ ~ + _ - 1 ~,t9 SIu ° l l ~Y' "MIS ~ ~v ~ ~ F ~ /r~S~~, ~ ! _ ~ - - - ! / i ~ ~ ' (252.16) ~ ~ ~ ~ - - - ~ 200' j / ~ ~ -~N- SUBDMSION STR EE'TS. 21. CONSERVAT~N = EASEMENTS AREA 2.67 ` \ ` /t I I m~iH. +.t ~t.~~AN,. ;i~tK k r .rYl>I ~~6k f ~ kt !br' ~!L ~ \ \ ` \ T + I ~~F ~ f ~i ..~i e 7~ § ,y~ j1 Y •63,~ aNrw~75 \ \ \ Y\ \ \ T ••r• + + - I I ZJ ~ ~ '.Y' 1. rr'~. Adr ~4 Oi f 'j,+~+Lf 1' ~ ~/f n, ~ \ \ \ \ \ \ \ \ ~ I I ` s~~ ' rrb~ 'i :r sS` I''+: yap x w ..a ~ fJy ;t. ,r^, ¢ .,a _ -.~-86'29=~ 20~ 8.6 AC 22. FEMA INFORMATION M I F FLOOD INSU TE MAPS + SCALED FRO D GITAL FLOOD MAPS 0 R~4NCE RA \ I'~ ~ I I~ I I '4 C ~ ~'r :4'~~?' Q~~9 ~~'~p. ~1. ,.~+syi ~w,t~; ~ - \ X ~ \ ~C~ + T T I i I I I r, v+~~, ?vt!, ~ ~,dn'lr~ a~tC,. s~, ~ j4q:~•I \ - I ~ 260 X459.89 ~ / ~ _ , _ ~ y~~ ~ ~ PHASEl,~NE'~ ~ ~e~:-O~S1TE FLOW D~1 ~ ~ ~ , ~ ~ ~ - - ' ~ STORM WA]Ef~QE~ENTION ~w'~ ~ I i ~ / ~ , ~ , .IN~R~EPTS OFF51T~' ~RAIN i OFFS11E FOR W - OOD P LE AKE COU 0 P OF FL AN AVAILAB NTY N.C. PANEL No. 3718300145 E N U DATE EI „ THROUGH NC ' FLOOD MAPS. - - I I h.i MINCE V DWERSION AND 23. RLDO RE UIREM SHAU. M PA U. E ET BY YMENT IH U ~ E K ,.~z ~ 7~`_ \ + I f I I i I I I ~ . :rttk`q,~^ ~'~e~~~~i1 3 'r; z~~~`~f,+`~, ral~~~,~ , / J/ 1 \ \ ` \ ~ ~ r" ti I I ..t't•N4v'`i. f~a"~iF.i ~ 1 . '~i'A'! ~M. r ~,P,t: a, r s,.~1 I ~ / / \ \ ~ `~v 1 \ + I I I I I 1 ( ~i•`~ t ,~n ~~i ~~~r J :7, rt'Y~ ti. ' ~;!r~4.r ; r N77ON FACnM_ 24. THE , ROAD S THAT S1(STEM F STUB ROAD SI~OWN 0 THIS T INC OR M01~ PlA ELIDES ONE E I A TIM THAT AT SU NECTED TO THE ENT ADJAC / / / ~ _ \ \ ` - ~ I I I ',,r~ t: • 7, .wy'~, j Y":'~ i~sd1',?' ~ ~ t ' z~,Fry ~ ~ x~ ~ / , ~ \ \ ` yy\ y~ \ I I I f ~I I I Y..1 'ir ~.C.~y'a ~~.4f N~.fi J ,L~• ~r ~f h "6.; 'a / / / ~ ~ \ \ \ T \ + T7~\ \ I ~ I I ~ ,r . ,t. t.~ j ~ ~,~s+V:4 ,,iZP X15` '~++r ,r,~ /~'j ~ ro yk+ / / / \ \ i \ \ I 1 I 1 `rl'Yh ~ ~i w. ~i~' 411 . ~ ~t~•~ e 'h id`~ t 'a , , ` ~ ` ~ ~ \ \ / \ n I I r I 1 I ~~;s' x s~~,~"i ? s^'~?ay9~h'tiw ° ~ , ~ \ \ \ \r+ 7 + I I I I I ~r,: 1., {4 ,/;'.,..1i~+' ~t :.,4,rY^~e7, ORAN, AGE P RH WITH A OF BO L I NECTION N IIILIIIVR i- K U C AND PROM FOR THE R TRAFFI / ~ \ I ~ ,L ¦I rf , „~J;: iC+ 71,i +4 n !Iti~,y .,x12 Y,. ~'k _ \ \ ~ ` I I ! I / I I d 'r~i .n y~/ !,mL.Fh." ~r~,r '^Y'J. p~,r lqY ~y.: / / / „ \ ~ f 1 I M~i1...~11 .J '~(:i,. ''I~!~;~y~4~Tn~,Wi a' I Y:4k, .}McnN d7 y~~~ J^ 'A / i ~ \ \ \ ? 1 ( I I 1 ! 1 I ~ft~ X.~i"r~. - h %'.y~~S lq. ~ r. ~A fAn'~d~5rJ1~~ ~.,~;r+i S'~ .fit.. i'. il~'l JrF. ~ i / ~ \ \ \ N 1 1 \ I I O 2 • I ~ pC,, . S4t~n ~ ~ ,.,en+,a~i,,~' +rnh.iyy~SSlh~ rw~' yt.,,'^7~' .~;X.~..~,~~ . ~+,d - ~ ~ ~ 43 304 I \ \ \ 1 I I f I X4~j n+~ ' "J ;a' : ~h, 7 ,r ~ 1,; I y , t. ~ yy'y.,. , - \ \ \ a, , r «r a . IEHT AND I PE SAL FLOW D , OF I • ~ ~ T _ _ ~ ` \ \ \ ~ \ \ \ I i 9 S 1 I f 1 t~ rcT v' t ~t~' ~`r+~w '/Jt)i~+~~ ..,I~, i, 9~O `~F,~` ~1;~,fT~/~ +is~'. i / - + ~ ~ \ \ ~ I 1 ' I } I y2 ~'z.v~ C: r ; 7 ~ S kp !f i ~ Y ~ 1~ 7~,+ 'f'~ •v ~ ~ - ~ ~ 'r' \ \ I 1 I 1 ~r ~ ~ E w ~ /^,e«~ ,.r~ a'e=i ' ~ ,yr ~ ^ , ~.r m. . ft's ? v I I s„ t,~ u, ~ ~ ~ ~ ~ ~ 23. UPON ~ E~CfENS HAIL PRIaPERTY S 0 THE ADJACENT STUB TH , - ~ ~ , i BE RESPONSI TH R ORATION ~ B~E F R E R AROUND AND E EST TH EMOV TH TURN AL OF E , SQ ~ 8 1 ! 1 I , fir. . - , , / / ~ \ \ ! 1 I r ! 1 r, xt.;J. ,s~~'~"~'r\9.!h .pi~'; .~r..4' ,'t OF ~ - • TH AREA. 1 / 1 1 . / _ \ \ \ I ! I I I ( c. , n ~ ;,fit;: Y,., ,'~v! _ v ~ +:d 24. All - FR 1. TIO E T T A 2 RA , ES THA ARE R A / / , + i / / UNIFl ~ ~ , t- D P OM ORDINANCE. - y"~~ I 1 1 I 1 / / \ ~ 1 1 I ! I J~,'1 {I' ~ .?i/~'s rx~J' Y ~ : ~ SEDIII~E'NT BASIN SC W Y TRIBUTARY TOTAL ~~N Sl ~ BASIN N0. D/ST. AREA (AC. D.A. (AC.) L W D i SB- 73 0.16 0.45 36' 17' ,SCHEDULE 25. NEUSE ~ i ; RIPARIAN BU WITH NC DMSION FFER ENCROACHMENTS SHAD. BE IN COMPLIANCE j ~ , I i ccCC - r \ \ \ \ \ ? I I r 1 1 ! I I I ? ~ I f VJ Ate / \ 1 1 1 1 1 I t I ~ / / J / / ~ 1 J r y I I J t SIN SI2'E STORAGE WEIR OF WA - , AUTY R , EGU LA / ~ , r / ~ / ~ / ~ / 6. LOT 16 W \ \ \ \ I ! I I / / \ \ \ \ ! ~ / I I I E I I 1 / / - / / ~ W DEPTH LIFE LENGTH 0 j , y , / / ~ / ~ / ~""'7/... ~ . / / / / / / / i / ~ / / 1 I 17" 3' 1 YEAR 10' ,j, / / / t ~ / ~ / ~ / / / / 1/ / / / 1 I. ! / + ~ \ 1 1 / 1 I ! r I I ry/ / / / 1 I I I +1 / / \ ! l I I I r \ I J ! 1/ I + + + ~ \ ~ I 1 I I I / + / \ / I 1 / / ,j,, / 'i/ / / / J J / I I I l l I Itr I ~ r / ~ry~ !1 ~ 1 1 / I f I I I I ~O / , / / !111141 11411\\ \ / ! 1 ! ! ! l / I J I I 1 I I I ! ~ / / ! / t ~ ~ / ~ ~ / / 189 s .ft. ! ! , ? / 4~, / ! / 9 1 ! , ! 1 1 r SB- 7 4 0.16 4.20 26' 12' 12' 3' 1 YEAR 10' O ~ / j / / / ~ / 1 ~ / / / f ~ / 1 / / ~ ~ ~ / { 1 / ~ I 1 ! J l l l l 1/ 1 1 1 / / ~ 4 1 ~ n, / ! , I / 1.04 OC. / / ! I I / / J ! I I \ / 1 ! ! l / / ! l / y / 1 I ~I ~ I~\ I / ! ~ SB-15 0.1.9 0.19 26' 12' 12' 3' 1 YEAR 10 / l ~ ~ ~ ~ 1 I / ~ / / / ` r- ~ ~ 1 l 1 1 / ~ I ~ ~ 1 / 1 f / { 1 1 / t / / I . 829 S . fT !SA / . Q ! , . t xUP 360.00 ~ AID tt r , , / , / / 4 , , 1 1 / 1 ! / / 1 I ~ / / / r 1 l 1 / I / ~ / ~ ~ ~ b SB-16 0.22 0.46 44' 15' 15,0 3 1 YEAR 10 V c I ~ 1 + 1 I I t I /f 1 1 l ~ ~ I+ Z I / 1 1 I i , ? ~ ~ > I / / , , / , I+ I I y l { / / / ~ ~ / / / / / / ! 1111 I I\I ~ I .J/ 1 / / t w / / / / / / 1+~+ + + + , / 1 / ` ' ! / / TON SB-17 0..58 3.20 70' 60' 60' 5' 1 YEAR 10' N 2.5 T~ d' A r l I I I +l- I I I -P 1 I I 1 ~1c~+ I I I + I r / I .i,1 ~ I I I I / ! I Q 1 011 / ~ ~ / / l ! 1 I , f . / / / / / 1 1 / / I ~ / / I c0 I + / / \ / I + + / / + + / / 1 1 / 1 / / / 11 / / R~ / / \ \ / / / / / / / 111 IIV / J ~ / ' \ { 8 T~• 2 ~ ALLOWS 1 fT. FL000 STORAGE 1 I I r J + I' f' / I I ~ ~ ~ I r I I ~ I I I 8~ 1 ~ ~ 1 1 I I I+ +'I I 1 ~ \ / ~ 1 ~ / / 11('1' / ! l ~ I i i - / / / ~ / 1 / , / / / I ! / / I ~ / / / / \ ~r / / ~ / 11 r / , + ~ cry O I I I I t ~r I + ` I I I + + 3 I I I I I I I I i 8~~ t I ! 1+ ~ ~ I I ~ f I I ~ I ~ I r l l I I ! ~ I I I ~ \ \ d / / 1 I / / / / / l 1 / , / ~ / \ / 3 8 / I / / ~ / / ! 1 ! ~ / / • \ ? ~ - y 10 219 .ff. \ ~ I I t \ 1 ~ (t ~ , / TO~'AL DISTURBED AREA ~Id,E: ~INfMANA IAIPFRMOUS AREA 9GUAfiE [REA** 2.16 AC. t1~ z I I t ~ 1 j ~ \ i i I 1 I r I t s \ 9 I. 1 ~OOTAOE GN EACFI NIDIVbt1Al. IA~T Yhll IE SIRNi0ENI1.Y ENFOII~ WAFI Ndf D I I l l I ~ I . ~ + I I I I+ N- ~-b + 1 ~ I r I+I + \ 1 1 ~ I~ r I I I I r l ' I ` 1 1 / 1 , 1 I ! 1{'i l Ill \ \ \ \ + .f , ~ , 7(CFFIIOMS NiVO PERPEIUIIY. IIPERVIOUS SUNFACE IS LIANIED lb ~ f I I I I~ 1 1 1 1 1 I I I I +I ~r ~ 1 1 1 ~ • • I ~ ~ 1 ~ ~ \ it ~ 1 I t ~ I \ \ \ \ \ + = ~ l J 1 ~ \ \ I \ ~ / L 1 1 , I \ \ \ \ / / 12,d~Y 90lYHiE fEE~ PER LAT JUN F 2007 ~ I I I I I I 1 1 ~ ? \ c i l I I ~1 I+ 1 ~ ~ 1 1 1 ~ ~r l \ 4. ~ ~ 1 ~ I \ \ \ 1 / w f .rte .rr / \ \ ~ i I ~ / \ ! d' ~ ' \ \ \ U ~ ~ + 1 tl 1 ,c ~ _ \ \ ~1~~ \ 1 + .r \ _ \ ~ \ STORMWATER MANAGEMENT INTENT DENR . WATER QUALITY W W + Dl~:tt~f DID ~y 3 PHASE 1 OF ROSE WILL SUBOMSION FUtS BEEN APPRONEfl FnR COh151RWCTION. A.'VD STORq71R S i ~ 1 I I f,` 1 1 ~ \ ~ \ ' ~ ~ yC i 1 +1 + ~ ~ \ \ ~ ~ \ \ \ \ 1 \ \ ~ + /i/ \ / ~ \ STORMWaTER MANAeGEMENT FOR PWASE t WA'S PRdNIDED BY A pR9f DE'CENTION O~EVIGE CfiNSTRUCTION IhF THE PHASE 1 OPEN SP/~CE. TF~IE Ifi1R IQUS SUIYFACE OWI~TER "M. DEVELOPER. / 1 I . 1 1 ~ \ ~ /J~ - ~ I \ \ / / / ~ 1 ~ ~ \ \ \ \ \ ~ -388--- ` T \ ,,f _.f __k__~-..- \ 60,944 .ft. ' \ / \ \ \ ~ ~ ~I- i ~ PROPOSED fOR L075 IN PffA9E 1 SkdVl ~'EM~WN Ir'S /rP (1.2;.229 5Q. FT. WOIRlE1fC PER LOl~. TtiE IMPERVIOUS ~1RF/4CE FQFt L075 14 Ahlb 1 S .W11S ACF.OUNT~D FOR 31$ WE ELBERT M. BOYD JR. IN THE PHASE 1 STORMWATER M+Ri~It~ii1~1T. LOT 18 WAS Dom. DNE-CUTT ESTATES, LLC. v / 1 s, ~ . / _ I + R \ \ ~ 1.40 oc. \ T _ ~ + _t_~------------------ ~ • \ / ` \ ~ 1.8 WEST IW UBR©OK ROAD 11 ~ % ` .1 1 ~ ~ ~ . ~ \ 111if~11 ~r I~ I1{1I1AI1l.41lI'. IfIIIII \ \ / / ~ ~ \d' y~..~~`J + + ~w~rr~w~r - \ \ \ ~ \ 1 I ~ I \ '1 Y .r .~..r ~ Vr ~ \ \ \ ~ A RALEIGH, J.oo ~C. PHASE 2 STORMWAIER Mldd/?6EMENT SW1tL BE PR1yVIQED BY DRY D~,TENTIW+i. A (919 2 DETENTION VOLUME WILL BE FRONDED IN PFVSE 2 SUFFlgEMT TO REACW THE ~91 S $ R-40W TARGET CURVE NUMBER FOR PHASE 2 f'WS `i}1E RK~HT OF WIRY ~F MENU UWE ~~R ~ ALEIGH, N.C. 27612 )19 270.2100 / / 1 ~ . ~ \ / / / / 1 ~ \ i( ~ .1111 ~ + + + d' + + 1 y 1 j 1 i ! ~ ; ~ ~ 1 1? 1 I III + r+ ~ + \ + / + + + \ / \ \ \ \ \ 1 \ \ \ \ _ 1 \ 1 \ 1 19 848-2212 / ~ + + \ + +G ~ \ - \ \ \ \ \ t / / ~ \ t \ - 38 \ ~ 1 THAT WAS EXTENDED FROf~A PHASE 1 TO /CCCESS PW1SE 2s \ 1 / ~ ~ 1~ / 1 + . ~ i ~I ~ ~ 111 / i 1 I l t 111y 1 \ \ ~ ~ ~ ~ ~ ~ ~ 1 \ ~y~ + + + \ + + 1 + + \ + ~ / / \ \ ` 384, ` N \ . \ / a \ ~ \ \ 1 \ 1 \ ~ / / \ \ \ \ \ \ D.B. 7333 PG. 35 aRMES: .B.4365 PG.183 1 ! ~ ~ ! I \ / / Y \ \ 1 ~ I 1 ~ \ \ \ 1 / / \ \ \ \ \ \ / / / I ~ \ ~ ~ \ \ ~ \ ~~N ~ 709.04-84-0749 LOT IMPERIAOUS SURFA 12.829 SQ. FT./LOT (PHASE 1 do 2) D.B.4355 ENTRANCE IMPERVWUS SURFi4E 9.500 S0. fT.t D.B:2313 WELL 1MF'ERVIO 11.000- SQ. Ff.~ B.O.M.198 SRI NT~D :8.4355 PG.181 .8.2313 PG.364 / 11 1 ~ \ _ 0?,1~ ~R-? / \ /3 1 \ / ~ \ I \ .O.M.1.988 PG.1323 ~ 11 1 j/~ I 1! 1 ~ 1 1 1 1 I \ I I 1 LL OTHER REFERENCES SHOWN l / , ~ / / , 1 / \ _ 57 05Z s .ft. - - ~ ~ + + + 1 1 1 1 + + ~ - 1 1 1 1 1 t / / ~ _ _ ~ KSI RONT:0' Q + + + 14k + + + 1 + , + I ~ I + + ~?F ~ + ~ , 1111 ~ ~ ~ ~ ~ ! 1 r ~ - - - ~ ~'-F \ ~ / / \ \ 12,829 SQ. FT. !SA _ 1 1 1 , , 1 DE. 15 f--i EAR. 30 1 11 ~ ~ ~ r ~ / , / / ii / i / 1 1 ~ , ~ / / / / ~ / / ~ ,fig + + ' \ I\ ~ \ 1 1 1 1 / / i - \ \ 1 I 1 1, 1 ~ / , / / ~ / . ~ . \ 1 - \ / , / , ~ 3 1 I i JUN 0 5~ ;5~° BEFORE AiCtllllRiNG A BUILDING PERMR FOR LOTS MARKED BY "i''. THE BUILDER 5 2001 ~ ~ MIAY NEED TO OBTAIN A FLOOD FIAZARO AREA USE PERMIT FROM WAKE COUWTY WATERSUP ErMRONMENTAL SERVICES. THE BUILDER'S ENGINEER. 11RCHITECT. AND/OR 6fl' ~BUFFE SURVEYOR (AS APPROPRIATES MUST CERTIFY THAT ALL FLOOD W1iARD ~ 204' B~UF REQUIREMENTS ARE MET. THERE $W1LL ~ NO FlWNG OR THE ERECTION MIN. LOT OF PERMiWENT STRUCTUI~ES IN THE AREAS OF WAKE COUNIY FLOOD HAZARD AIIFl. LOT says oR ~~u ~a~c~r Ma worr ~c~+c~r (~u?) ~ oo ~z ~o~oo m~,e,~. ~ ORNER SIDE: 30' 11 I ~ I I / i - 11 11 f I. I i i ~ / / ~ , AERSUPPLY WATER SHED BUFFER SETBACK > D' BUFFER: 20 ~ r / / / ~ / 1 1 l D0, BUFFER- 20, Q DO* BUFFER: 0 ~ i r, / / ~ r . ~r? . \ \ \ 1 1 , - \ 57 / ,r 6 _ \ 1 ~4 _ 1 / r \ \ \ ~ 1 i 1 IN. LOT SIZE: 40,000 SQ. FT. IN. LOT WIDTH: 110' 13 LEVEL SPRf~AOER SEE' . N88 3 \ 1 1 1 I 1 2 \ N88 3 . - ~ - 1 1 1 I 1 2 28 W _ \ \ \ \ ~ - \ 1 ` 1 ZONES UNTIL A FL000 STUDY IS APPROVED 8Y W/~iEE COUNIY ,kND/OR FEMA. PIN::. 17fl9. )TAL DISTURBED AREA: 34.81 AC. III:, . 1709.86-80899 1703.95-1451 PHASE 1 P 364.50 AIL TOP U DET DRiUNAGE ~ \ ~ \ '396-..,, \ \ \ \ I 1 1 1 1 I 1~ TREE VEGI:~~ON -39~~--- 1 1 1 1 \ ~ \ ~ \ 1 ~ 1 ~ 1 1 r~ \ \ \ 1 1 1 1 1 1 1 Pfhl 17x9. III1 1709,,85x.0152, 1.709.84-0749 PHASE 2 fAiSEMENT PROTEC~tON ZONE _ I 1 1 i r ~ -39 _ ` \ 1 1 I I 1 I I \ ~ 1 1 I 1 1 1 1 I I?, I ` ~ 1 1 II i t . - 1 BUILDING ENVELOPE DRIVEWAY CR033ING3 THAT A,CGES3_SIATGIE, - FA1aLY • DWELLIl~iGS PRdVIDED w~ + + + + ~ ~ . + + + + + + + + + UNSUITABLE SOILS N0 ALTERNATNE TO THOR LOCATION IN THE BUFFER (INCL.UDING OPPORTUNITY CAS ~~~i + + + + + FOR SW4RED DRIVEWAYS) D(IST. Z. ewrrtrc uislurct lb NV tinme iruw au rtti wlUe. FL FLOOD HAZARD SOILS 3. BUFFER DisruHeAwcE IS No MORE THAN 8.000 SQUARE FEET IN AREA. 4. THE DRIVEWAY CORNERS THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES GRAPHIC SCALE SEAT. - CONSERVATION EASEMENT AS POSSIBLE (AND NOT LESS THAN QO DEGREES): 13371 5. SIB SLOPES DO NO EXCEED A 2:1 (HORIZONTAL TO VERTICAL) RATIO 60 0 30 60 (BRIDGING AND/OR RETAINING W/ILIS MAY BE USED TO MEET THIS AND THE ^ F/ SHEET 120 " r~' f,~ ~ DISTURBANCE WIDTH STANDu1ROS). i-111111115i Poo FL FLOOD ZONE `A' s. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 YEAR STORM EVENT OR As oniatwIsE REQUIRED BY wNCE couKrar ENVIRONMENTAL SERVICES. (fit FEET ) R. KE ~~o OF 0fil1.l1lss~lo AW 5 1 inch 60 ft JOB NO. i NOTES: 84120 / 1. VERIFY LOCATfON OF ALL EXISTING UTI 41 2. ALL STREET CONSTRUCTION SHALL BE NG UTILITIES PRIOR 'TO CONSTRUCTION. DESIGN ARK ILL BE IN COMPLIANCE WITH NC DRAWN PIPE P-12 DATA ~ 4O BLOW-OFF DEPARTMENT OF TRANSPORTATION STA ASSEMBLY t0 WELL ~wD ?N STANDARDS. MAT CHECKED ARK DRAINAGE ARE4: 65 AC. Q ~o ~ 147 CF5 DEfAT10N &ISIN 3• ~ WATER SYSTEM CONSTRUCTION SI- ION SHALL BE IN COMPLIANCE WITH SCALE Q~ = 188 CF5 No. 3 SEE SHT. HEATER UTILITIES, INC. STANDARDS. !DS. 1 40' FILE Q 202 CFS oPE OVERT (NCDOT STD.) SPA N UPSTREAM IOTICE TO HEATER UTILITIES PRIOR TO RHPH2-PP 1 90 LF OF 84" ALUMINUM CLUI/ERT 4 SYSTEM. HEATER UTILITIES, INC. ~ / / 1 WITH ALt1M1NUM HEADWALL ON UPS ~ i~ / / END O 0.65:G BURY 12" ~PACE , 4. PROVIDE 48 HOURS MINIMUM NOTICE CONNECTION TO EXISTING WATER SYS ~ a-' , REPRESENTATIVE SHALL BE PRESENT ELATION DEVICE 3 4'~~ 37.5R' ~ P~~ 12~ GRAVEL 5. PROVIDE 24 HOURS MINIMUM NOTICE 'SENT FOR CONNECTION. l i / / HW~~= 8.43' (ELEY. 351.01) IOTICE TO HEATER UTILITIES PRIOR HW/D~ = 0.88 ~ ~ / ` 20' DRAINAGE ~ DETENTION ROAD COVER OF BLOCKING TO ALLOW iNSPE ~ASfN N0. 2 COMPLY WITH REQUEST FROM HEATER ' INSPECTION. CONTRACTOR SHALL IEATER UTILITIES, INC. TO ALLOW ~ ~ ~ 60' WATERSUPPLY V~o EXIT 7.7 FPS i ~ t 65 AC EASEMENT , BASfN B SEE SHT. 4 ~ INSPECTION INCLUDING UNCOVERING 0 GR~4DE FOR POSITNE RING OR LEAVING TRENCHES OPEN. ~ i / SHED BUFFER ~ 48'L x 24'W x 22'b CLASS B ~ OFFSITE ~ SEE S DRAINAGE ~ RIP RAP- DISSIPATOR ~ , / ~ IWi/. IN s 343.58 ~ ° 42 r~ cis ~ _ ~ ~ \ ~ ' , ~ i ~ CADENZA LANE ~ ~ 1 ~ ~ ~ ~ ~ ~ , ~ PT = 34+ ' STA. 35+54.07 67,83 ~ ~ o~ ~ v. \ ~ ~EIP , ~ ~ `'s~ ~ ~x ~ \ ~ ~ - q BUFFER ~ ~ i ~ Z 0 ~ ~ ~ ! ~JEUSE Y WATER ~ - ~ ~ i W ~ ~ ~ AND WAT R ~ ~ , / ~ ~ ~ ~ SH ~ ~ i / ~ x ~~eG ~ ~ 14 i ~ ' - A E2 PH S \ ~ a ` ` ~ ~ ~ ~ WATER SERVICE (TYP.) o REMOVE TEMPORARY ~ G'Q/~ ~ BLOW-pFF AND EX~{ND ~ 39'x` * , i / ! i RIPq SAN ~ MIN. F.F. i / X OWN ~ ~v~~ v ~ ? ~ ~~i \ ' / 43 15 ~ ~ / ~ ~ / , BUF ` ~ 353.05 M353.05 ~ ZONE 2 ;'G0~ 1 ~ ! 1 , ~ i zoN~ 1- ~ za 2 ~ ~ ~ ~ ~ • ~ ~ . ~ i ' / / 20 DRAINAGE AND ~ i I ~ / ~ h CULVERT,, ~ ~ ~ ` ~ \ ~ ~ MAINi'ENANCE ~ ~ 7 i ~ i ~ ~`j ~~"~--20' DRAINAGE AND AND ~ ~ moo/ ~a EASEMENT (TYP.) ~0 % i / I ~ H~W~ I ~ / ~ ~ i ~ ~ ? MAINTENANCE it ~ , ~ ~ 6 RV I ~ ~ 1 p / ~ ~ ~ ~ EASEMENT (TYP.) ~ ~ ~q ~ qr~~N l i ~ % i ~ i x-52' LEVEL P.) / ~J ' x , ~ 72 LEVEL i ~ / ~ , T i/ ERA ~k~ i ~ SPREADER ~ ~ / SPRE40ER SEE i ~c i i ~ EN ~ N ~ / / ~ Jr` ~ ~ / i V ~ ? ~ DETAIL SH): 2 ~ W ' s~ ~ ' / ~ ! ~ ~~~f~ ~ ~ • V ~ ~ ~ \ ~ ~ ~ ~ a Z ~ ~ LT~ 44 VJ ? ~ ` ~ ~ T ~ ~ ~ ~ _ P4 S ~ ~ ~ ~-t ~ ~ y ~CUFtyE No + ~ --s - - N'a a~ ~ ~l Y ~ ~ VV ~ ~ z~~ ~ ~ ~ ~ 30' WATER SUPPLY \ ~ WATER SHED BUFFER ~ ~ ~ ~ i i ! l /i~ ~i SPREADER 52 Ll~VEL ~ i ~ ~ , i ~ 20' x-20' DRAINAGE AND N ~ ~ DU' A C'hi' 1 ~n' ~ ~ ~ ` SPREADER , i s~ ~ ~ ~ ~ MAI ~n' nQe~nre`r.~aNn ~ ! ~l 1! : ~ ! ~ PERPETUAL CONSERVATION FaS MAINTENANCE FASFIUFNT (TYP_ f% A r% 0& 1 1111A~L' 1 ~'N \ ~ MAINTENAN~ , r ~ ~ ~ ~ 4~ ~ ? i- ~ ~ t ~r ~ ~ EASEMENT DEDICATED TO . ~T p, ~ ~ ~ / i , , / ~ , i WAKE COUNTY CURVE No. 1 ~.1 CURVE No. 2 CURVE No. 3 41- F~,SS/Oy : ~5" d = 25'04'15" d = 77'10'07" / ~ ~ ! ~ , ~ ~ d = 23'37'35" ! i ! / ~ i R = 230.00' R = 230.00' R = 230.00' SEAL / i / ~ ~ / / ~ i L = 94.84' L = 100.64' L = 309.77' 13371 ? \ ~ T = 51.7 4' T = 183.50' / / / i : ~ / / ~ ~ T =48.10' ~~~.f f///ttttt~, PROFILE LEGEND DITCH LINING LEGEND i 50' LEfT ~ - - - - - - - CENTERLINE JUTE MATTING OVER STRAW MULCH - • - • - • - ~ - 50' RIGHT NORTH AMERICAN GREEN SC-250 PLAN -CADENZA LANE STA. 25+00 TO END SCALE: 1 ' = 40' 6/rlo~? o u~ ^ o ~ °p o ~ a' o co -F. ai i j co + ~ ~ N ~cj N ~ p~ N p~ O ~ ~ ^ r^1 ~ Q ~ W Q ~ W f-- ~ ~ II ~ U ~ U W W aW W WU 390 370 N W ~ Cn O C,!) Z r~ c s x C D N N 0 E 3 8. 5 U ~ w o E STI G E 380 360 ~ o - o ~ _ ~ Z ~ r~ s" z . 6 EST. i i ~ ER o ~ / U 2" M! U ~ ~ U LY 0 0 ~ P~ UO) N 6° .I. Fl roW-Uuf ?~O 3J 3 H W 0 EA AN E z N ~ A t U . ZWZ Aow u n n ii u u u u u n ii n n u n n u i~ u u u u u co to co Nk to to -was SHEET r?li W to W ~ W to W ~ W ~ W ~ W to W u ti to ^ W^ W n W t~ W I~ W t~ ~ W~ d W c~ W to l~ cfl W ~ W ~ to C~ i C~ Cis C~ Cis C~ 3 Cis C:j C 25+00 26+0o 27+00 28 OF '+pp 33+00 34+00 35+00 5 28+00 29+00 30+00 31+00 32+U0 JOB NO. 84120 / ~ \ / / I I 1 I I I I I I 1 \ \ ~ DESIGN 1 1 1 1 1 1 1 1 1 1 1 r I I I 1 l I 1 I J ! 1 l 1 / I 1 1 I I I I I i / ~ ~ I / . / I I ! l 1 I I I I i , 1 \ ~ / 1 ( I i I I \ \ \ \ i I ~ \ / / 1 I I \ 1 \ ARK 1 1 1 ! 1 1 I ~ 1 I / 1 , 1 / I , , ! i I I I 1 1 1 ~ r I 1 1 1 I I ? I I ? ~ 1 1 1 1 1 1 1 1 / I I 1 / I 1 1 ! I I I I I yl / / ~1 / I / i I / / / i' / / I I I I I I I ~ \ \ / / / I I I I I \ \ 1 \ \ / / I I I t I \ \ \ ~ / / / I I I I I 1 \ \ \ \ DRAWN MAT 1 1 1 I ~ I 1 1 r 1 I I ~ I~ I I l 1 1 ! 1 1 1 1 1 ! 1 1 I I y I I 1 1 ! I 1 1 ! I I I I1 I1 I 1 ~ ~ 1 1 I / I ~ l / / i~ i / / / / / / ~i rte.. / / 1 ~ / / I I I I I \ \ \ \ / i / / I I I I 1 ~ \ \ \ / I \ / ~ / / I I I \ \ ~ \ CHECKED r / 1 1 / / 1 ! 1 I I I 1 1 I ! / 1 1 1 1 I I I 1 ! I I I I / / ~ I ! ~ I 1 / I I I / / . / ~ ! / / ~ I / / i ~ / / / ~ / / I / / i / / / I I I I I ~ \ \ \ ~ / / ~ ( I I I t 1 \ \ ~ \ ~ i ~ i I I I I \ \ \ ` \ cA ARK 1 { / / / I ! / I I I I l ~ 1 1 I I I I ~ s 1 ! 1 ~ 1 / I J I I > 1 I l I I 1 1 1 I I I I I 1 ~ 1 I I I I l l , 1 1 / 1 r.,. ~ / / / ~ / a / / / / / / / / r / / / / / ~ / i I / I I I I f ~ \ \ \ ~ / ' I I \ ~ \ / / I I I I I \ \ \ ~ SCALE 1 / I I I f 1 / 1 / ! 1 I I I I I I { I I 1 ~ I I I I I I I I / / / / I I I I I 1 I 1 I / / / / / 1 / / / i / I ~r / / / ~ ' / / / I I I \ \ \ ~ ~ ~ i ~ I I I \ ~ / I ~ I ~ 1 \ \ / - / I I I I I 1 \ \ ~ NONE > FILE / I I r I 1 1 1 1 I ~ I I I / ! I I I l I 1 I 1 ! ! 1 1 I I I I I r J I I r / / / / / / F / / ~ / / / / / / / ~ \ I / / / / / ~ / 11 / / - ! I I i I \ \ \ ~ / / I I ~ \ 1 \ \ 6. RHPH2-DB 1 1 I 1 I 1 / I I r' r I 1 I I ( a I / I 1 I l 1 / I 1 ~ I I I I I I ! ~ I i I ~ ( ~ 11 / 1, 1 1 , j l I I I I / / / / i / ~ / 1 1 / ! 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S~.G • ~ LO N niASH RACK -1 c- 3 8 d STi41NL.E5S STEEL SEE D£TAIL DItILlED IN ANCHOR ~ 6xSTRAP'T0 RISER LEVEL SPREADER NOTES: ALUMINUM OR HOT 4 PFR SIDE (MIN.) ~ ~CK ~ 3/8"I STMNL.E~S S1EEL 6x6 D.1. MJ 7E SEE DETAIL DRILLED IN ANCHOR STRAP TO RISE ALUMINUM OR HOT 4 PER SIDE (MIN.) . DIP GALV. STEEL ~ ~ 1. VERIFY CONTOUR OF PROPOSED LEVEL SPREADER PRIOR TO CONSTRUCTION. ~ ~ 6" ~Qto= 367.14 S(~l1~IRE OPENING DIP GALV. STEEL LEVEL SPREADER SHALL BE CONSTRUCTED SUCH THAT TOP OF WEIR IS LEVEL. M~IR 367.00 ~Q~ s 365.30 TRASH R~K 8' ~Z~?to=364.2! SQl1ARE OPENING a WOR 2. CONSTRUCT LEVEL SPREADER FOLLOWING SITE STABILIZATION AND/OR EROSION ~~-S.S EYEBOLT 6` D.f. 8" CMU - FlLL ~~r. STMID PIPE 364.00 s 368.111 CONTROL ME4SURE REMOVAL. BLOpC GORES 3'-0" SQ. I 1. FlLL ~Op! G~OAES 10 1qP. NO1E~ D.l. WrTH 3000 PSI 8" 2 Nl MID ~ONCAETE SFW1R~~~~OOAPLMNCE MhiH Aq AIH STEPS 8` CMU - FiLL 1. F~.1 SOCK CO~RFS Tn TSP. ~ STAND PIP BLOp( GORES 2 Nl REN~R+CEAIEM M~ OONCRE7E 3. SECURELY ATTACH LEVEL SPREADER WEIR MATERIAL TO FOOTING. r MMTH 3000 PSI g ° 3'-0" 9Q. 8.. SFMLL ~ NV OOAp[MN~CE NIIH Ap f~WC. GQOE U1E5T EDlil0lw 4. STABILIZE APPROACH CHANNEL (CHANNEL BEHIND WEIR) PRIOR TO ALLOWING SEAL BLOCKS WITH I 6~D.1. STAN 6., 8.. 3' ~.,O.C. 8,• 6.• -S S. EYEBOLT MH STEP 12' O.C. 2~ o FLOW ONTO LEVEL SPRE40ER. 7FfOR0l/GH SEU. WATER PROOFING IX1RA HEAW o$ ~ I 6' D.1. STANDPIPE INSJDE AND OUT DUR~OYY/ILL P o 6, 8.. 3. w~?~ ~rrooF?~rc ~ ~ ~ H~?w 3'-0" ~ 8" 6" I E~K~I COURSE INSIDE MID OUT I CHNN FiDR PLUG . ~ I I ~ COURSE g DRNN PIP v 0 SEE DETAI CFINN FOR PLUG ~ NN PIPE DOYYFLS ~ nEra~ O 8" O.C I /3 O 8" O.C. _ _ _ _ m 8EI~10 MID 7YPK,~AL ALL SIDES EXTEND I `D ~ ~ /5 O 8" O.C I - - - - t~ra. s~~oat oayara~~ 18• Rrp INV. OUT ryyy d, - - - - - AME ~f0 AND lYPfCAL ALL SIDES ~ - - EXTEND aR c~u Mn?r er~ocx ~ ~n O 1.25x ~ ~ ~ 18" RCP ~ 1K~wT - - - - - ?Mn~ oa~?E GROUT TO A~4VCE - - - - - - DRAIN PIPE UN PIPE 18" RCP 3.59.60 NON-SHRINK I ~ 3'.f~.SO 18' 4 1.80 GROUT 18~ ~+P ~T~ ~ 4' MIN. 3' MIN. it SEE DFTNL -'31.OrE ~AIiE A~41N~G pt l~IH ~ Ma..57 N~9fD z" CLEAR 6., roP ~oonnrc I. ~N~1 G~1 S~ 250 ~ 57t~E N 3 3 f3.. 3"-4" ~ ~1 1 r = •-o" x'87 DETENTION BASIN NO.3 3000 ~ coHC.~ ~,~7~~ GOUT 2» CLEAR 6» 1pp FQp~?N(, 3" CLEAR A~2 ENTR/UNED PLt~1V can °z -o» ~ DETENTION !'ION BASIN NO.2 ~ ~ . ~ AN(~R NE]R 10 Ft~IER 6" No. 57 jS O 12' O.C.EW. ~ ~'E a~ 3" CLEAR AIR EMRNNED Rol E~RU s na. s~ o ~2 o.~Ew. U PLAN a~'f'' . , , STONE TAP ~ 80TTOM nro ~E e~ sont~u oarx,~,E ~x nro sca.~ I~ 5~-4~~ SQ• ~I SECf10N A A 0 DETENTION BASIN NO.3 f' emu,. :e- W ~ SETTLBIENT /1~~I~p~7 v~~~~+~n.?oI_N ~~rvcnf .RISER STRUCTURE ELEVATION DETENTION BASIN NO.2 ~Q~ VILR!"Il.~. f8r GM7~7eH IW. NO SC~LLE - - EL 367.80 ;7,80 PRINTED E U ELEVATION f~ ~ 3~~~ 1. FOR REVIEW ONLY O No sc,~cE 3 13 - EL 385.00 w~rr~ ccon~ s s. ctwww ro ~ ~ 3 ~T FOR EMERGENCY DRNN ~ ~ ~l w~~ c~ona crwN ro ~ 3 S S BAND ~ _ L ~ OIKE FlU- ~ ~ 3 BOLT FAR EM~CY D~A?N , S.S BAND G - TAP EL. ~ 386.50 7 ~ 1 DJKE FlLL 3 R~AiIY qA~S ~B~ -I '~l, I" 2' MIN. JJUN 0 ~ 2007 'N VARIES - TOP EL. =365.50 ~ ~ ~ l~-!~P (22" hK~ ~ MRH F~.1ER Fi1~C ~ . J 6" D.1. SfMIDPlPE S1RAP Tb ~ ~ ` S~FdAP' AND AilYCHORS ~ ~U~AD~ BAEKf1lL ~ ON i- 2' MIN. V~~ = a_ 8" D.G ST/W~IPE STRM T~ W MhrF/ SfJ~'fIIBLE AN1L ~ CO?/AfP/ICTED FN.! RISER STRUCTURE WITH S S RE~/OkE DlI~i1M6 MATERUL 70 J M/N. KEY'WAY ST1iM AND ANCHORS F~ SUBGRAdE B~f~.L My1HH St1/TAB1E AMiERbIL COANMPAC7ED FlLL MIN. KEYWAY U ~ A t. ONfE F1LI. MATERIAL MID PLA(~ENT SIiALI. 8x6 D.1. AIJ 1EE STRAP TO BE ACGO~RI~NYG Tip 1HE REQO~/A~iIQ~I OF a RfSER STRUCRIRE M~'M S S. Tl~# OWI+~R~ GEOTECfINlCA! ENpN~ER. IV~NI~IUA/ Z 1. DNCE FrU. MATERIAL M~ Pl~ll)Q 6x6 D.l. MJ TEE S1RAP TID ~ ~ ~ ~ RfSER STRUCTURE WRN S S. 1F~ OWNER'S (~07ECHN~CAL EI~ S1NM AND AI~HORS COMPACTION ~:f~ MSH1D MEIN TOR. w tEVQ S~/I~Tt STRAP AND /IJNCFK)RS G~OA/PAC710N 95.T MSHTO METHOD 1g9 (ASTM x^'898) 6' D.l. QO 50~ STMlQ4RD PRaCT~R N~CAL ENpN@2 AMI~NNUM c~un Jl11E M4T1M~"a p~ NE1R - LEI~EI -F- 6 D.1. 00.50X P~ iD MEIFlOD Tg9 (ASTM D-89B) ~ AAER~Q4~1 EM1F~ LE1~,7H sR - ~ _ ~''•5D TYPICAL DIKE FILL SEC'T'ION ~N ~ w e• ~ ~.uc ur~u. -DETENTION BASIN NO.3 - a- a ~ ~ TYPICAL DI s• r~nc ~w~ Luc naiLL - DETENTI 1.5"! HOI.~ HOLE INVERT N 0 3so.oo s s ~ao~r DIKE FILL SECTION i.5"!~ HOLD HOLE NVVERT NO SGLE 3 OQ VTIDN BASIN NO. 3' ~ o ~.~o ~o~.r ~~a ~roa cfwni s 00 Z C A oz rvo sc~ srRUCTV~ loe *,*o FOR CHAIN dtsslo* 000 7 S eror ~rrr ~pc LEVEL SPREADER DETAIL dour as ~o'a ro sEr ~ a• wv c er r~noocnr SEAL E" ..BASE NOT TO SCALE EI.EVA7KMJ rmm" ' 1337 i Q ~ L GROUT AS REQ 'D TO SET G! 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ONES-1~~4~MEBSBEE~ ~ ~ ~ ~ '19:8`9 AE:, BEE, ~ ~ ~1 \ ~ ~ \ , , ~ ~ ~r 0.02% -0.02X +.087 I l ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ V ~ ~ i i ~roaoowwMr rte, ~a~+ w~ o~ c.~s.. -.zsz 2 11M~11ER StIPPUh QOIYMIY MNtER SVS7EY 5'-D" 3. SEwfR SERVICE: N~NDt1Al SEPTIC S1f51E]~IS ~ ~ i:~~:••:~:•:::::':~j' ~ i+ ~ i i i i ~ i i i i ~ i ~ i~ ( D.B. 91 PG. '1~7.,~ _ CONT L~CORNER~ BY~STA~IC 6PS ~ ~ ~ ~ ~ ~ ~ ~ j ~ ~ % ~ j ~ North Carolina Sta ~ Ppn ~ CoQr in~it~s~ ~ ~ ~ \ ~ ~ ~ ~ ~ LEGEND 4 E%IS1NG LAtO t1SE: \ ~:.:~•:::.G•:.:~::•a.t ~ , ~ ~ , , i , i ~ i ( i ~ ~ PIN a~09.(~~29f~-261 ~j • EIP - EXISTING IRON PIPE • IPS - IRON PIPE SET ~ - E(x)=2,109.876.32 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~l / ~ / o NPS - - NO POINT SET a. o "csa zoo'~~~ ~c"~ ~~.4 "mss FIGURB 8 rotK N ~a~r-oF-rwY = ~ ~c. ( 4.zo (w~ z) ~.oe ~c. DRIVBAAY TI1B11LDi1!_ GRADI~L4 i l .~.~.(.C.:..~.~:f.11. j ~ j ~ j~~ j I j ~ 1~ 1 1 1 1~ 3 I I ~ ~ I I F.~.t'1'::::.~.' ~ ~ ~ ~ ~ I ~S$EM~LY~ ` ~ \ i ~ ~25~ 7BE~ d:-YEGET~1110N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ " I i~ I i ~ • - CONCRETE MONUMENT - WATER VALVE 9 FE~ ~51F~4~1 LF WNSE f) LF. 2936 LF. NO SCALE - - - - - . _ _ 'i~ROriECi10N ZONE ~ ~ ' , ~ o ~ ~ i ~ ,OP ~ j i i i ~ i ~ ~ - SEWER MANHOLE ~a ai wwc~ oo. aaosioN a ~u?no~s wi eE a~i~ w~. ~u. wu?m~v ~cw?n~s wu eE coffin wmi. - CATCH BASIN u~sur~ Boas ~ r~a~ e. wrr,~i o~owr~K oo~nNc ~z ~u srr~rs ro eE ~ a so' ~ueuc A ~s sue. staa~rs s~w:~ eE ADJOINING LOT LINES wu~r~n er n~ oEVao~t oR gas oes~a~ n~~r ~ ~ a~ ~ ~ SEWER EASEMENT --FENCE wm~ t~ oo~s~c~aN a~.s wiu eE ~ sro~u?~ ~i - POWER POLE. • W1510RM~MAIER RINiO~FFiEA~ ~ ~I~E~NI~PREf DT ~1fIE SUBONISIOfQ ' ` ` ` - ~ ~ ~ ~ ~ ` ~ •03~~'F' - - - - - ~ rn ~ -pg~ - - - - o / 0.92 ~ i ~ ~ ~ \ .3. - '1 ' ~ y ~ -OVERHEAD WIRE POb`T-DEVELLOPIIF]iT OOI~I110NS THAN PRE-OEI~ELAplEllf ANS. ~ \ ~ \ \ ~ ~ \ \ ~ \ \ - ~ ~ ~ ' ~ / I I ~ i ~ ~ ~ Ir,;~p f ~ n ~ ~ \ ~ ~,072~SF \ I i i ~ ~i-~ 40 _ , 40 ~~o - __'x'053 SF / r - ~ i I ` ~ EXISTING 1 ~ y itE BIWS FAR V~OUNE MMLYSIS SFiAIL INq~JDE: _ ~ ~ ~ ~ ` - - - g2 ~ 1'c,.~ _ _12.828 Sf~j~ISA~ _ _ _ 1?-.829 ~F~I~I.SA)~V~ ~ ` ~ ~ ` 1 WATER LIN ~ ~ i ~ ~ ~ ~ 11 12 SF~MSA) ~ F - it ~ ~ ~ ~ i - - ~ l 20 DRS ~ i • ~ ~ ~ \ ~ ~ ~ ~ CHEATER ~ ` 1 ~ ~ , 1 1 t i LINE TABLE LINE LENGTH BEARING ~ ~ ~ YOLUYE ~ ~ 16FI DElI~~TR~A \ \ ~ ~ ~ \ ~ i~~ - -L _ --mac ~ L f.ASEI~NT 6`•ii~ I i 1 ~~,.r r UTIUTES) ~ ~ 1 ~i L1 66.83 N 6.559 11 "E C\2 ~ ~ I ~ ~ 1 x 1 ~ I '1 ~ I ~ ~ \ ~ ~ ~ 1 0" ~ P` ~ \ Shy ~ I I 1 ~~t4 ` y E~ I c~ \ \ 1 ~ i ~ ~ I,cv ri I 1` ~ ~ ~ ~i ~i ~i ~ i ~ ~ ~ i ~ i i ~ ~i ~ v ~ i ~ ~ ~9 ~ 0.92 ~ ~ i 40_~ S . ~ , , ' - ~ i ~ i ~ i ~ i ~ , i~ ' ~ ~ ~ ~ ~ ~ 1X829 S~~`WSA) ~ ~ ~ L2 120.73 N8 57 ~ ` ~WPFR~NOU.SOR l~ Ni~16~ ~Y ~Olii6 , L3 38.24 86' 1' 17" 0D RF6U1A710WS. DI9COfN~ M~ERNOUS 1~1~1006 wLi. ff 1111~D. j ~ ~ i ~ ~ ~ ~ 3'~~O ` ~ k~ RTW DED~ATIpN ~ i ~ ` ~ ~ ~ ~ L4 36.68 SO ,757"21 " O? 0 14.) SUBANitED MIIIFI COlISIRIICIION PLANS WN.L 8E SUPPORINIG Gl~lJLAl101iS ~ ~ ~ ~ ~ j\ , ~ ~'WtTI~SIDEWA~K ~ ~ \ ~ 1 1 ~ ~ ~ ~ ` i L5 18.15 S8V41`22 0- I L6 61.67 "''W W ~ S86'33 W to ~AT 1~FE lMI~ ROf~Ji Dc~POR'f LAIS 3~.6 L~BS. IYC~~' OR~LE4S fSTABUSH I I ! i 1 l ~ ~ ~ I I ~ z It TF~ EXPORT' ~ D ~ 3 6 1.8S./AC. OIL THE ~ ~~DORESS' I Irl 1 I , F REDUCED 10 3.6 IVC~.j~~, OK ~1f A OR ~ILI. i ~ r 100 CONSERI~A]I~ ~ i , ~ t ~ ~ ~ ; ~ i ~ ~ ~ ~ ~ ~ ~ ~ l ~ EASEMENT h i i ~ i ~ ~ d ~ i , ~ , ~ ~ ~ ~ ~ 12.829 NSF ( \ ~ ~ ~ ~1 ~ y i i-, i- ~ ~ ~ ~~9S~F~j~Sj~~ )416' ~ r'~ ~ ~e• ~ ~ ~ 0 rl1iC ~ ~ ~ ~ oat ~c ~ , ~ M , ~ ~ , ~ ~ a p~ B29~SF (1~ ~ ~ Q 1 / ~ \ \ ~ ~ 12.9 ~~Al1.~11) i~ ~~^E f~'~ ~ ~ ~ ~ ~ Z .J OF ~OF~T~Y#~M 3BIn~ON~~MIDA~~ S . i / ~ ~ . % . ~ ~ ~ ~ sow ' ~ ,r ~ 't+- ~ ~ ~ ~ ~ ~ ~ ~ ~ as l i ~ i ~ `,?i~` ~ 2 g ~ ~ 6X4" i~ / ~ ~i~ ~ ~ \ ~ O~tl A~N1K'~PAhD~PROJOf."~O~ODDI~TIOlIS A~LI. ~ ~ ~ ~ ~~p~ i , ~ ~ i ~ Z ~OONERA~tiE N101N NUKEBY DIY ZOli~16 REgNAI ~ , ~ ~ ~ 15. !ILL MrAKE COUNTY fL000 WIZARD iIONS 1~ 8E INIIH. ~ ~ ~ ~ EASE ~ ` 1 0 ~ ~ ~ ~ ~Q ~ ' I ~ / ~ ~ I ~ ~ ~ ~ ~ \ ~ ~ ' ~o rr wM.~ eE n+~ ?~o~ow~s ~socanar's ~a~am ro wwr~w ~ / ~ ~ ~ ' ~ ~ \ ~ ~ 1~ ~1~ ~ ~ ~ ~ ~i it / r'~ \ ~ \ I 1 \ ADJOIN Zz ~a. ~°rns°~~ ~ Nar ~ ~ m i+o?~r~curr emu. ~ ` ~ ~ \1 I ~ ,~~,~M ~ ~ ,''~~9T~ ~ss ~ ~ ~~0,~A0~8 SF ~ i - ~ ~ ~ 2~ ~ r~ ~ S~4 ,~'O N t ~ ~ ~ ~ ~ ~ ~ ~ E ' f A-STEVEN L. FROST 0 f 0.92 AC. C;.d 0 >_4 ~g. s~ see usau ~ ?na~ ~ sro~w~ro~ ' ~ , ~ - - - za. ~u N~ ~aeos N+u ~r~cnoNS swiu. ao~Y wmi ~coar ~uao~oirs ~ ~ ~ 12,S~s SFA (YISI?) II • \ \ ~ ~ / ; / ~ / N ~ / .~8 ~ ` ~ ~ • t ~ R-40W Ix I D.B. 8498 PG. 1862 21. 00l~ER~M110N EASEY~JIiS AREA ~ 267 AiC. ~ / ~i~'-'ter ' _i ~ I - ~ iii 1 \ Ms~ww~r~M \7.~ 7r \ 7Oi~ / \ LV ~IA~l~K7C / ` a \ Y ~ a~ ~ ~ ~ i ~ ~ ~ 1 ~ ~ ~ ~i l X40.125 Sf ~~~Q ~ r ~ i i SM 1997 PG. 204 22; fEalA NF~MiIONEr9C~ILFD FR011 OKitiAl FLOOD MAPS OF F1AOD MISURIWf~ RATE MAPS ~ ~ ~ / ~ ~ ~ _ - F'OR MUKE OOUNIY N.C. PMEL Na 371830015 E - NO UPQINE OF FLOOD PIWEL AVNUBIE / ~ ~ ~ T11~'G ~ ~ \ I ~ ~ i ~ ~ 9~IVC~ `lQ ~ 1 ~~1 FORS IEFT~TURNi ~ ~ 2 T X27 i 'Q- ~ \ ~ \ ~ ~ ~ ~ PIN 1709.02-96-9581 T I B-JACK KEVIN COLBY 1FIROU641 NC FL00~ MAPS. / ~ ~ ~ ~ 1 23. RI.DO REQUROD~'S SFMLL BE 1~ET BY PAYMENT M LEU. ~ ~ 24; 1FIE RQAD SYS1E11 SI~ONN OF 7HS PUTT MK~lOES OfE OR MOVE SNB RQA06 TENT 1 ~ ( ~ ~,~~r~^ , i~ / ~ \ Kam` ~ 11 0133 Sf ~ \ ~ T -i ` ~ 1 sxts \a~ ` ~TR,xU1NGLE 1 °P 1 - ~ ---i- ~ - `1~---± 1 R 9~ ~i ARE MIID~ED iD ~ OODN~Im 10 1FE ~ENf PROPFR'IY AT SUpI A 'IN~E TENT ~ ~ ~ ~ 25~ iRf ilE PROPERLY IS DEVEIAPED. iFE MOER00l~Clpl! OF iE16F~ORF10006 wRH A RQAD ~ ~ p I~I~ORIf ENSURES iFE EFF1CDif FLt~Mr 1M0 O~~SIIL OF 11GfF1C NO PROWIDfS FOR 25~ TREE Ta ~ ~1 i °2 i~C\ \ ~21,2~) / a~AVO~~~// ~ ~I \ \ ~ ,i ~ C.9Z 1~ SM 1997 PG. 204 I PIN 1719.01-06-1532 f ~M~/~?~~~ MYI~ M ~rMMMA YwA/~uw~ ~M~w~ww i PIR~JI i ~ ~ ~ ~ ~ ~ ~ ~ k , , 4 l F~ Ii~4ZAR~.: . _ ~ , ~ / ~.,~4 SF ~ ~ . ~ ~ _ _ ~ `9s ~ - - -i ~ ~ ~ l C--GEORGE H. SUDOATH Al1A1NIN. PU~II tR ~R11R1~1 ~ LIIbT ~ 23. UPON E~~1'~ISIOH OF TIC SN8 RdID T~ OEYELAPER OF T~ N~VCEHf p'ROPE~IY i SWILI. t I ~ ~ I ? ~ ° ~ OIL'S IE ' ,0.77 AIG ' ~ ~ ~ o ~ , , , ~ ~ i 01(1 / F~: ~ :~,:j,.;F, 2 J 1 i ~ ' 0.92 AC. TE~ TURN A~r~ TIC I i 1 i ~ i 3 65 ~ ~ .r, ATED ~ / 8 ~ / I I 111 ~ - ~ - r i / 5 I I !I : e ; ,mar W i / l / f ~ E M T H 1 ,f~~ .-rtes. OTT i ~ ~ ~ ~ / i ~ ~ r 1'~^sef1~?„~818s) ?y w ~ 224. , ~ ~ f ~ ~ ~ ~ ~4 ~ I ~ ~ I 1 l ~ ~ ~ ~ ~ \ I ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ 1 ~ N I ~ ~ 20 PVM~1' 1 / ~ \ \ \ I / i R--40W { D.B. 8146 PG. 991 24. ALL PliatE+CIED FREES THAT ARE REI~IOMED SWILL ~ AT 1• A .2 RATIO PER • 11 III ' I i I / ~ r ~ / III 1 ~~,.J1 :s,..,,. ~ ~ ~ / i ? , ~ 1719.01- 6 306 ~ ? i tN~D DEVEI~OP1~ OI~ORMNC~E. 25. FUSE A~ARIIW BIER ENC~AII~lEN15 SWILL 8E ~ «~IPLWrCE WITH HC DIV~ION t IVC ~ i I ~ S I ~ ~ i J III I ~ ~ , as , ~ ~ ~ ? ? 0 M. McINTYRE OF MITER Qt~ILt1Y RE±GULAIIONS. 2~ UOR 16 MASS DELETED. II t. ~ / 1 ~ ~ , X18 SF J J x ~ ~ ~ ~ ~ , , / : , ? 98.92 / ~ I I I .r r=' r r T I ~ l ~C SF ~ o I 0.92 N i~ ~ i ~2~ { ~ ~ ~ \ ~ i r i " ~ ~ ~ ~ ~ ~ ~ N 12.829 S~ k i ~ 7 ~ ~ ~ n ~ ~ ~ ~i i ~ i ,i/ 0.92 AC. I I - - I it , ; ~ ~ / i # ~ ~ ;j v ~ h ~ s .eti ,icy","• ~~~r.7.;~>r t~~C , t 2;s29 ~i~gSa~ ~ r ~ ~ i ~ ~ ~ ~01 s ~F 1 ~ ~ p E~T (TYP.) ~ _ _ ` ~ ~ ~ i ' i ~l D.B. 7702 PG. 35 8M 1997 PG. 204 - Vin: / / ` ~C. _ / ~ / I I jI .i~J.~.$..1~4~.r 4• I I III I ~ 24~; i; ki ,o,' ? ~ /(1~' ~ ~ ~ ~ V ` ~ ~ ~ ~ I co ~ ~ ~ ~ ~ _o o ~ 0.92 ~ ~ " ~ ~ ~ - ~ ~ \ I / / / PIN 1719.01-06-2106 1 j ! III , 4 tt ~Y ~t 1 , ~ M~ i i , / i i \ / ~ ` ~ ~ ~ ~ L ~ ~ ~ ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ 40,014 SF ~ ~ i / ~ i \ ~ ~ ~ z ~C~ ~ - ~ ~~,g ~0g.92 l~~ ` ` ; ~ ~ , E-H. RICHARD EMERICK f 0.92 AC. I III r r ~ ,t ; i SF A .Z . ,c~"*:` K:,-~ . k , / / / k ~ 1. 1 III ~ s ~ z ti~ ~ i ~ t R-40W ? i D.B. 8375 PG. 2045 i II ~ 5 x~ i ~ ~ 1 i I III ~ t~ L~r~ } ~ / / ~ / ~i 1 ~ ~'r ~ - . ~ ~ ~ \ ` ~ J~EGETATION PI~1~TJON ~ , / ~~i ` i ~ ~ ? BM 1997 PG. 204 PIN 1719.01-05-2923 I i II QM1 ryrr ' :.w 4 ? F-JIMM E PENNELL y _ 1... I I it A / / / I ~ / r~~ 2 ~ a ,J; - / / ~ / I ! I ~ . / / ~ I I If l ~ f / ~ / ~ ~ ~ ~ 1 1 ~ ZONE ~ ` ~ j ~ ;u i~ _ rn ~ ~'(13t p ~>~i ~ ~l ~ ~ ~ `~(2' Ry(W DEDICATION ~ ~ I ~i I ~ 0.92 AC. t R-40W o ~ ~ ~ • ~ ~ A.~ III , ~ ; ~ ^ ~ I III ~ F ~ / ~ ~ 481 SF 9 I i . K r>~-~ ~ I I ~F'~y r i~• f s4M ~ ~ ~ x l l / l / ~ ~ - i ~ ~ ~ ± - N82r -~~as w - . _ ~ °r , ~ N ~ ~ ~ s~~Ew36~~ ~ / ~ ~i i D.B. 8996 PG. 1947 - r . ~ ti . 1.1 IVC I I I ~r ~ r'~ : g.. s 1 a. ` l I I n x.. / d s - ...z .r-. 1 1 8 SF ISA ~ ~ `L ~ ~ ? t i- t f- ~ r r ~ ~ \ 233.09' _ \ I \ ~ ~ ~ 1 ! SM 1997 PG. 204 PIN 1719.01-05-2712 i I III ,r / I ~ L ~ f - / / ~ i ~ i ~~4`5 ' + ~ - _ -'_v-r ~ ~ ~ _ ~ _ _ X3"9.1 ~ ~ ~ (o \ ~ ~ / ~ ~ ' - - c,~ w I ~ 1/ ~ mil- ~ c,~ u, ! 1 1 G-GHMAM A.& RAZIF}I PMOOZBAKHT R. ~ . 1] ~ I III ~ .i. - ~ , is / l / ^%f, m ~~r .?,-.f', is ~ / y J ~ / / /1 til ~.4* r I r•~ ~.t• .s,47:1Y ay.: f~, r~'~'-.r /J l ~ t1 i~ ii ~ ~~~R'~~ ~ _=_,1-~,-~~ ~ ~ ~ ~ ~ ~ ~ ~ iii i r ~ G \ ~ r I 1 D.B. 10926 PG. 835 t BM 1997 PG. 204 1 VV W~~v ' ,5' v .1 ~'-~t ,o•':~. F / '';r. ~ y.':.:, ee _t;,--' °'~y ~ y • .L ~ 'v5` I / / OO CONSERYAT~ON ~ ' a ~ -v c / \ ~ - ~ ~ t . :i'~d'?;ltiK,~ .c I . ' + yr" ~ ~ ~ ~ I i ~ l ~ f 'n I 40025 '--~j 7 37.5'R \ / ~ ~ ~ ` ~ \~y ~ ~ 1 PIN 1719.01-06-3504 ~ 11~/~~ l ~ ~ two i "r ' r I , r ~ ,yam;" .2.. ~ ! 1 / t / ~ ~ ak ; . 7.. I 1/ i < + ~ 0.92 ~ ~ ~ M ~ N ~ 0.9Y/y~ - ,gyp ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ H--MM SEARE & P OM M 1.24 AC. .tip xT 1 b J / / \ ~ ' -':s'~ r•~ i r '~,~.::1 ~ '>~',t oyY i` - '.i.. 1r nt. 1 R I i 1 I ~ ~ / ~ ~ , N lip ~ ~i C+ , ~i~ iys \ / ~ ~ R-40W \ 1 Q \ \ ~ D.B. 4622 PG. 377 y~ - c w. / 1 I ' 1 1 / / ~ • / / L14 `y_'~ ;;r.' X,.~ ,x i.: k: f S . ~ ~ _ ! BM 1997 PG. 204 PIN 1719.01-06-0236 v "7 / :z.- 3 ~ ~ ~ . , ~r G 1 ~ ~ ~ _ ~ _ _ , 1 ~ \ , ~ f / \ \ Y / i ' III 1 ~ r , ? • / I t I I ~ ~ 1? 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E" ~ / r , , ~ + ~ /r /r + ~ /r/~i \ \yr, r * + 1 lva ;a~ I 1 1 y CI71 / 1 u$r r 1 1 1 \ 1 1 ~ I ~ ELBERT M. BOYD JR. \ 1 s 1 1 , 1 1 1 _ \ 1 1 ~l ~ l 1 1 1 / ~ CC ` ~ ~ I l w l ' ~ I 1 1 1 1 1 1 ~y~ l?• ~ I G _ _ m 1 ,sr., I I 1 1 1 Yi L ~ ` i 1817 BRASIFIELD ROAD O / \ ~ 1 1 i , I a~:' - T ~ ~ 323.0 ~ \ 1 1~ \ ~ \ 7 2~t0~~\ ~ 1 25.12' I / j ~ t 2 AC / \ ~ ~ ~ 1RALEI i i ~ RALEIGH, N.C. 27614 cz,, \ \ \ ~ 1 1~' y.~.:~~. j~`~>~::; i 252 ~ 1 1 1 i. `w.. ..,~y s 1 , I ` 1 ~ ~ ~ \ i i i~ ~ Z~ ORS ' ~ ~ ~ ~ ~ DEVE f l I ~ DMLQPEIR*, ~ ~ \ \ J~ ` 1 t 'i^ yr' - -3T 1 ~ ~ s r.. 00 I 1 I I I r 2 C~.~-~ 1 1 1 ~ ~ .~;~~,r S~ / ~ III ? s~~ .xF,'";~'::.~. r J I , , , I 1 I ~ , ~v. ' ~m y~>; 459 , - ~ \ / i HONEYCUTT ESTATES, LLC. , y~ ~ ~ 1 1 I I , 2 / 1 ~1 1 I I I I I i - r, ~Q; wr1= ~'=~-~;E~-' ~ ~ / ~ ~ \ \ ~ l j ~ ~ ~ ~ ` ` ~ ` ~ ~ , , ~ ~ / i i i 5508 ~ > ~ ~ ~ 5508 NORTH HILLS DRIVE Q ~,~C,! / / I I I j 1 III 1 K~:z~./,~ ?s :,y~,,1a. `:6 ' + :tire. / / . ~ ` ~ ~ ` ~ 1 ` , ~ ~ j i , ~ i i i RALEIG RALEIGH N.C. 27612 919 270-2100 ~ ~ , , , ~ ~ ~ ` 'li. ~ ~ ` I 'ICI 1 i ,:'fir-~^.~ `"G~t. ~ ~ I I .1 f ~ •~•:.Yfi~ t ,:GYM t-.r,` I ` ^ / 919 787--8117 /i ~ ~ ' V ~ ? I 1 / 1 , ~ 1 -yr r ~r E ~.1 > Ci. 1 1 \ 1 I ' I 1 [ ~~i'. ~_3'Y R a RAN. r`d I I 1 / l / , / / ` ~l ice/ / ~ ice/ ice/ ~ ~ ~ ~ ~ \ \ \ ~9~9 Pxasrj i ~v~sm~ ~ ~ \ _ ~ ~ j l 1 I! I 1! 1/ 1 ! I I ~w 1S.f~ ~~=,`y. r M;y'- ~ 1 ~ / ~ I h,,~ a I 1 1 I ' / I 1 III 1 1 I ~ «r~. l I ~ / j ~ - ~ i / = i ~ ~ ~ % ' ~ ~ % ~ ~ ~ / / ~ ~ IMPEKVIOU3 SURFACE CALCULATION ~ ~ ~ ~ ~ ~ D.e. ~ , _ 1 ti , ~ , r 4 + + + . 1 1 , ~ ~ ~ / ~ \ \ 1 / t ! I 11Il1 1 11 1 y+ / / I 1 I ~ ~ i / W 1 hl I r? I~ / I I ~ 1 1 J ~r ? I I . ~ r-" ~1 11 I I ? i + + / I ~ , ~ ~ ~ i ~ 'I~OfAL AREA = 1.842.'S88 SQ.~~fT. ~ ~ ~ ~ D.B. DAL436.5 PG.183 D.M= PG.181 / / 1 / / + / t + + + i/ i~ \ \ 1 ! , / / / s \ \ / / / O y~.~~ 7 \ t f I ! 1 / / J / ~ / / 11 ~ 1 ~j1rrr 1 1 I I 11'4 + + / l i ~ I i /ice 1 I f l I I ~ I / r ,~1 ~ E I 1 I I ~ 1 I LI ~ ~ / / ~ / ~IIl~I II/I~?II ro// ~ ~ - - - - - , . . ~ - - - ~ ~ ~~A~ A,~PROP06ED PAVEI~tii = 84~0~2~6 9Q. Ff. ~ ~ ~ i ~l ~ ~ ~1 35 LOTS x 12,829 9Q. FT./Lpf = 449.01 S 9Q. FT. ~ EHTR~NCE Y~FRVIOIlS = 9.500 9Q. FT. S D.B.2313 PG.364 B.OAL1988 PG.1323 / / r / ~ ,y ~ 1 ) / ! ! 1 f ! ~ ? / / / r r r / + + + ~ / ! r 1 / / / I III ! I I / / / / / / , l;F, ~ ~ ~ / ~ ! I l 1 1 11 I I I! I I + / I ~ / I l l r l I I I I I+/ +i ~ m' / 11 ? 1 I t t l h/ / ALL OTHER REFERENCES SHOWN / / ,`t / ~ ! I / 1 ! / 1 / I / ~ r / , 1 ~ / / / f 1 , / ~ ~ r / 1 I t / / 1 1 / ~ / / ~ \ ~ 4 I 1 1 I / / / l I / 1 ~ / ~ .I ! / / / / / r 1 1 / I / / / TO Ir~ L~KiA~ IN 1176 vVF~G1~ ALTERNATNE ~ / I1~~1 It 4 1 1 1 I .u</ i I~ k~ / ~ I r / / DOES ~ ~ DG I VI~~ T~ p~yy FRONTS Q , / ~ ~ ~ I 1 , I 1 / 1 / / / / ~ / / 1 / 1 / / 1~ / R~ ` / ~ / ~ l ~ I / ~ 1 1 1 I } fl• 1 / / / ~ ! r / ~ ~ ~ ~ GETA / / / T~ ~ ~ / I 1 / L. DVrt"GR I rl / I I I+ j ~ ~ ~ / t ~ t, , , 0• NTH OR 1 ! -OF-~AY OR EDIT ~ N NO CASE IH FORE / R1GHT / ~ t~ ~ +I I ? / 1~TAl PFII~SE 1 M~ERNOUS SURFACE = 542.541 9Q. FT. SIDE: 1540 I 1 i I 1 / ~ / ~ + + +I ~ / / 1~ ~ FEET / a/ 1 / / ~ ~ iii ~ / / / / / ,,qtr IS NO I~iORE THAN 9000 SQI~ARE FEET ~ / 3. BIIFfER AREA. ' S4?„541 9Q. FT. / 1.842.586 9Q. FT. = 29.471 RED 30• CORNER 3W , f I F I I ~ r I I ~ , I.~ + + I I I I I ~ i I ~i \ \ /.ice / ! I / I I / + / +r I I I+ t~ t . I y ~ q9 i~ I I I \ \ J r 1 1 I f Y / / / / ~ / / +1, , / ~ TIC BUFFER AT AN MiGLE AS CU06E RQAD CRIB T~0 90 4. T1~ DEGREES ~ , MAY 1~ED Tn 1 + , / AND NOT LESS THAN 60 DEGREES . 1RE AR~GWR~16 A BUILDN~C PERWT FOR LOTS MARKED 91f THE BUILDER PHASE 2 Mf147ERS ~ ~ ~ ~ ~ ~ ~ u~ P~ ~ ~~M D[PERVIOU3 3URF'ACE CALCULATION ~ ROf~~RN. SERVICES. TFE 81A.OER'S ENgNEEFt. IiRCFN1ECT. MID ~ i ~ ~ ~ ~ ~ ~ ~ TOTAL AIWA Pf~OP06ED PAVE~EI~If = 22.371 9Q. FT. MN. tA °EJiIUwDdT S1RUCIURES N TFE AREAS of w~uCE COtJMY F1i000 I~iAZl1RD 8 LOTS x lZ.a29 9Q. FT./IA~ = 102.632 SQ. fT: 7~!1lIL s at ~now~ o~acac~r Corr ~Ewc.Y ~F-~ay Sao ~ ~ wEU. nor w~o~u = t t,ooo so. Fr. JUN 0 ~ 200 ~ i es u~ ~ Fwoo sn,mr ~s ~a+~o er wwcE cou~rnr w+c/oa pow. V, JPP w ?TER SHED BUFFER SETBACK VATI BUFFER: I I 4 J ~ ry ~ 1 1 I ~ ~ \ / X11 I c L I 1 ` I i I I \ ~ / I 1 I ` 1 I \ \ ~ \ ` I ~ \ \ / I ~ \ \ (a / 1 ~ ~ ~ i i / / ~ + ~ 5; - ~ DO NOT OOCEED A 2.1 HORIZO~RAL.~V'EatICAI. RA ~ . SSE SLOPES 110 SURIIE1roR 100; BUFFER: 21Y 200 BUFFSt: 0 Aq 1 I I I t \ \ \ / I i I\ ~ I I I \ / l 1 1, I ~ \ \ Ili~il ) \ ~ / I I ` ` i I ~ y ~1 ~ X \ \ \ ~ \ , 5 f . /i ~ / 1 / ~ , ~ OR RETAN~K~ YNALL,S MAY ~ USED TO I~Ef BIRIIDCBIG Ally TFNS AID MK {.OT sizE: 409000 SQ. FT. ~ MK LOT Woft 110' 1111 ~ ~ X 1 ~ ~ \`~\t f' 1 1 1 1 1 1 1 ~ \ ~ \ \ y \ ~ ~ _ rf~ A\ \ \ ~ ~ w ~ 1 1 \ is \ \ . ~ a ~ ~ \ ~ ~ ~ 1 ' ~ I ` \ l / \ ~ \ + ~ V I • \ ~ t' RISAt11CE - - ,r ~ ~ t _ - rn OF PIS -------r ~ + - - __~ti - DESIC~D AID aONS'TRtJCiED - a~ VERTS ARE FOR THE 25- CIA. Yf~1R 90R,S OR FEC 6. ALL TOTAL DI51UR'~D AREA: 34.81 AC,. PIN: 1709 . 1709.*-1451 t / 1 ~ / , ~ - 3Th- r AS REgU1RED ~ SAKE COIJ STORM EVENT OR NTY _ a Za01~'S tN~i1x, r ~ ~ ~ 4 \ ~R PJW. 1709.85-0152, 1709.84-0749 PHASE 2 / / +t a t \ \ \ \ \ ~ ~ -l-f- 'J _t ~l ~ ~ ` rr . ~ + t ± ~ ~ / / / + I + ~ ~ ~ ~ ~ ~ ~ ~ ~F + i \ . -'fi"'"t ~ ~ \ \ \ - _ ~ ` ~ ~ I ~ ~M r I M'~i f--r------ ~ ~ 1 1 1 ENT PRaV~ED ~ A _ MMIArGEbii DRY r - • vI1Vl~llln _.«-.r.- 1 TIC PHA 1 OPEH SP i ~ N 11CE.1~ DEVICE SIlRFIICE ~ DATA • CAp I~ i / 1 / + l + ~ ~ 1 \ ~ tom- ~ l ~ + + \ / / \ \ \ \ ` 1 y.,;~ ~ 1 + + Y\ /tom ~ ~ \ t ~ \ ~ ~ • 1 IN PW1SE 1 SHAH REI~WN AS - FOR LATS NPPRONED 1 \ ?..B19 SQ. FT. PIROPOSED ~ ~ ~ ~ ~ ~ \ , SI~FACF FOR lpis 14 \ ~ WAS . 1 \ \ \ ~ PER L FOR t ~ ~ 1 ~ ~ V.~i. \ \ \ \ 1 • • t 1 1FR . LAT 16 SAS \ , 1 , 1 ~fORhl~? DELETED. FOR \ E SHM ~ ~ TH ~ 1 . ~ 1 NO IIL7ERlM1NE 7n THEIR Li0CAl10N N THE BUFFER (INCLUONIB CPPOR1UNtiY TOT = 423 ~1iC. FAR SIMRED Df~YE~11r5) EXIST. T4TIW. No. L015 = 36 ,•r r + + + + + + 1+ + \ + ~ •f ~ 4 4t + + 1~ f~ i.., rL. ~ ± ~ ~ 7... L ~ ~ ~ ~ / 'pY - _ \ ~ ..r 1 1 1 1 ~ ~ 1 . 1. ~ ~ 1 1 } 1 ~ 1 ~ ~ QQ~ \ 1 DIEtEHTION. A 1 ? ? ~ 1 BUFFER 0~'1URBIWCE IS NO MORE 7~N 60 FEET WIDE LMIFJIR FEET N STREET s a SEAL - W • - 1 ~ O E WLl. 8E PFMSE 2 \ , ? 1 1 MOL~I Tn DIETEN114N E d 1 1 I TH 8, ~ 1 ~ ~ a - - r. ~ ......erg erg 01.IA~ 9 d I lr 7L~r a~ ~ - - - - - ~ .r amx~a~ ~s ~ ~ ~i~,ooo saw ~ N ,?v~a~ gar sn~ _ ~ ~ ~ r_RAPNTf! ~f! AT.F 13371 AL w n ^ s • _n_ A 32 FT. + + + + +1+ + + + + i+ 1+ +1 + + +1 + + , + wa t11C R ? 1 1 \ , , ~ ~ ? t PHASE I M + ? WAS OnOWED FROM ACCESS RiM 20 ~ ooaoes THE eu~ R' ~ AS cx,osE rogo oECaoes iMIwIiw ir sip = 409s4. Fr. _ . *ci N~ +k7 j- -!rg -""NW Soo mum ow lo, + + + + + + l / t / / / / / 4 f f + + f t VIt 41 Ir F / ? / THAT \ \ 1 \ \ \ 1 rw=RM Woo NOT mss new eo n. goo o so 100 2 00 NO EXCEED A 2:11 p AL TO Ma~) rano rarN. l~Ei? = t 1.4 AC. • • SHEET 200 ~i~ • + + + + } }I + +1 + tit 1 / / / , ? / , , , + + wilit Mar *f4a ¦N \ \ `427\'IMPOMM SURFACE SIDE 4-a •Fr. T PEiASE \ \ ? 1 ~c 2 , AWNTOS, JAMES N & DIANA E Lor ? ,~00 ENTRANCE IVCE 8 • "mofti~ } SQ. FT. Re -G ~I~~IIDq ~IIi -NEGUNM BE SWID~ARDSW~ ~15 ItJSED TOMEET iHS MID THE TOTAL No. LOIS s N88* A \ l ` 1 1 / • LL CILYERIS ARE 0~(~IED AND OOfISIRUCIEO FOR TFE 25 1fFM STORM (WEAR FEET N 51Rk'ET ~ X36 OF D• • 06774 • 18 11 000 SQ FLO ALL WM 1 1 VALUES FWL PIN 1709.04-84-076 PL4W. 1~ET -VW OR At Ofm RE+ u er Off oounmr QNr~rK s~v~s. AVBRAM far s¢F = 44931 so. Fr. IN D. . 306 1709.04--84-0097 1NI~MUM IAA Sam X0.000 9Q. FT. 1 inch = 100 ik s Vj 1 t