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Home My WebLink About20081230 Ver 1_Site Plan_20081105- _ ' / / ~ ~ 1, / , / / ~ / , / , , , / , r / / / / - z i , / /r / / , r I , / 1 / , 1 1 1 1 , / , i , i / r ~ / i' l//I' //Ir , , i i 1r,,/,,lrl1l / i l , r I i / / i / i/ / j i l I / l f I r r I l I I G l l! ( / / i' ,r l ~ i I ~ / 1 1/ y ~ ,i i/ / 1 /F I ! rr r r rl I r I 1 I f I l r / l / ! r r ! ~ % I , i/ / it r ~ I III r ~ I r I r.. l/ 1. I I J ~ ' L r I r I r r, r I ~ I / 4° VERTICAL PERFORATED PVC OBSERVATION WELL WITH CAP \ ~ I _ I rf, P G~ / 1 I I~~ l I, 1, l I I I l 1 I {rl I ~ I ~ P ~ / P i 2~' BUFFEf~ SEy / r, i, I r, r r I , , i r I I r ~ r i l/ r. ~ I I~ r I z I r r r I I ~ , t vI ~ \ ~ , \ ~ - i ~ r ~ , ~ / I I I t l I I r I I I I I r I r r r ~ t 1 v, ~ v`'; ~ v, 1~ CP , r r l l I r r r I I 11 y I `v ~ G ~ ' u ' / ` \ ! + ITT , 6 CLASS B" RIP RAP , ~ ~ r ,-I i'~.~.,~-. r I~.~ / i~ 1 1 j I l I I/ I l I 1 ! I I t \ 1 I ~ ~ ~ ' r` 1~ ~ ~ ~ L`` ~ / , ~ ISFI `1 ~\v I I' I Ir I 11 1\ 1\\ AR~~ FILTER BERM AT UPPER ----I`". END OF TRENCH \ \ ~ - Ow / , ~ / / / / I / / / / / / , / / \ \ \ FOREBAY / ~ / , , ~ , ER / / o / , , ~ , ER ,T,k ~~K"` ~0~~-~~9 _ L I ,a. ~ ` S 30.0`9'54" w I, ~ 1071 CLASSIC ROAD / /2 I" ~ , \ 95~ r . APEX NC 27539 P I / / ~ ' ~ ~ ~ i / / o 0 0 0 o b o o \ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ , ~ , i / , , / / , ~ , I \ \ \ \ \\~\i\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ~ ~ , , ' , I Ek ~ I , ~ TELEPHONE: 919 363-1422 / / / / / / / i~//~//`~ ~/~//V~/~// i. ~ / , \ \ V ~ r o co O A A \ A / / o o ~ D o/ / / % ~ / / //'~yp~ r • / / . / , / / / ' / / / , / /r'/ , !~r' ~ % ,l , , ~ ~ \ ~ / FACSIMILE: 919 363-1477 ' ~ r-- ` , i / /f!, 1 ~ / / i i _I'. rf r 11 ~ i i ~ ; 11`11., r-- I I I i/~r r I I `~~I I I v v 1 E , ~ / / ~ , / t / / / / / / / ,i / , l i,~ i t r /f~ I r I "fir r r r r ~ 1 1 v , 1 ~ I r r. I ;~~r r r r I I ~ 1 \ 1 \ \ 1 1 o / / / / / / , ~ , O. TWO 18" P G , / , J/ , , r f r r~~ l r r r~ ~ \ 1 vv v 1 v r I ~ \ ~ \ \ \ ERFORATED STORA E _ / / , , _ _ , , / , / r PIPES ; , / / l _ - - ~ % ~ ' / i I ! o l I I i~~! 1 r I ~ V ~ ~ _ A A V A ~ A V O O ~-SIO ~ ' I I r''~'t 0 0 0 ~ ODIVI - 'FOR RIDGE ~ ~ / ~ ~ I I r jr + 1 , ~ 4 1 \ \ 1 2 I r r. r r BOM 4'p~ b ~ / I I ~ r r ~ ~ 1 1 I , , i I i ~ , 1~ a 1 \~$0,783'SF ; ''-67;433 SF----- \ ~ 1 O O O C> O _ NO, 57 STONE - .'fONI G`~ ~4~~ r / - - ~ I N ,RESIDENfiIAC , I I r/' r r r o ~ o ~o o o o o o ICf L gAM}-, I I A + r I r' r r r r I ~ ( ~ ~ 1.85 SAC _ 1.55 AC ~ 78, 2~2$ SF \ \ ` \ 1 ~ l ~ r r I N~ ~ 'MIA=13;21Q SF --~~~~~~®0-~F 1.80 A~ ` \ ~ 1\ \ I 1 , / / i / ~ / I /JI r ~ i \ y'`I ~ ~ `MIA=1?;210 S~ \ \ I \ \ ~ ~ I ~ I I 2 ~ \ \ \ 1 ' O ' ' / 7 87 ~7i , 'Pa, 11$, s I i 1$7. 87t~72 SF ~ `EI ~1 } I I ~ ~.30 AC\ SF - Y \ ~ 11 I , 11 / / ~ry ~ \ , ; , I MIA-13r ~ IRFP~13425.```Y f~ ~ r \ ` \ I v 1 Q 1 \ 11 I I , , ~ \ , I 1 1 i C / ~ /r/,/ ~ s0 , , ,1 ~ 1' MIN, UNDISTURBED IN-SITU SOIL SAND , / , , ~ 0' ~ / r I Q~ / / ~ r r r~. R N ~ / / / , , P J I "T 60 POPLQ / I Q ~ ~ ; > ~ 20' ~UF R SETBACK ' \ 11 11 \1 1 11 60,' POPLAR ; - \ 300.;WA RSF~EQ BUF ~ / 1 1 \ 11 \ _ _I ~ / / , , / / ; f~EW IINFIL~iRA~IQN TRENCH a / ~ ; / / ~ / Qw 0 I 'x351x3' DEPTH ` - fRA~IQN TRENCH,,;`--~ 'o 1 I 1 \ \ \ DEPTH ` r 1 \ 1 \ \ Q- I \ " / / / , ~ v v ~ RENC STAGE STO I / , , F STORM DRAINAGE DATA T H / RAGE TABLE , , , , , ; ~ E r f 1 ~ i INFILTRATION TRENCH DETAIL. + r / , ~ ~ STAGE AREA VOLUME SUM VOLUME ~ I r ~ ~ ! ~ ~ ' I ~~olrl,~rs~ ' i ~~V A A\ \V A 1 NEW 36" FES 4 ~ , r / / ~ , , 22 50 210 SF 0 CF 0 CF r / / ~ DRAINAGE AREA.. = 23.7 AC 423.50. 210 SF 210 CF 210 CF i r r ' ~/i ' ~ / 9p - \ ; , o_ C = 0,40 424.50 210 SF 210. CF 420 CF ~ ,r i ,i - ~ - ' RIPARIAN BUFFER AREA, 110 = 6,25 IN/HR 425.50 210 SF 210 CF 630 CF ~ ' / r l ' ! ~ i- ,locatl i' 11 ` ZONE 2 0 1100. = 8.51 IN HR ~ / / ~ r' _ / - / / , / , / , I~ Q10-59.3 CFS / ~~~~a~,' ~ !PRIVATE` ~ z Q100 = 80.7 CFS / ~ / f _ _ ' ~ ~ ~'NEW,20'' ~SEMENT~, -;~o'e~` ~ ~ pR~INAGE INV = 419:22 (0.6 FT,BELOW STREAM INVERT) ~ ~ / / , / i / , i , -r" ' ' , Hw10 - 426.42 \ _ - / , l , l , , ny ~ 6 ' 6, ~ , ~ ~ is-- , ~ , ~ y o ~ ~ ~ ~ RIPARIAN BUFFER AREA- Q V STORM PIPE DATA \ - , , / , r / ~ , q.3 c NEW 36" FES W ELOCITY DISSIPATOR ~ ' , - / 'r / / / I ~ 1 ~ T7/c - ~ V i INV - 418.59 (0.6 FT.BELOW STREAM INVERT} ~ / , , , r ' , RFP F S - 1.26% TO 50 LF 36 RCP ®1.26% ~ ' RFP .~~~~4a~~ (0 / ~E 20' 50'X6;' _ ZONE 1 , i b~ ~y ' TEMP. GRAVEL Q10 -.59.3 CFS / ~ ' / ~ r r I ~ ' r `~J ~ I 112 ~0~1 SF / ' ' l ' b~, ~~d i ~CONST~/ENTRAN'CE Z / , / ~1 V10 - 11.75 F/S 3 TO 4 32 LF 18" RCP ®1.56% _ , / , + t I \ ~ ! 2,5 AC , / I r ' r 1 i ~y ' ~,li. . ~ , A J W = 9' _ ~ '''~i + ;^~.j + \ ~',:1 'MIA=13• fib SF ( r ~ , \ ~ ' ' / i 1. 1 r ~ \ / 12.0 + + L = 24 5 TO 6 28 LF 10" CMP Q 3.93% \ ~ i` , ~ / : ~ r r i r~'`.,y \ \ ~ I RFPE:,~ I I I I 1 I / ~ W d50 - 13" USE 24 CLASS "B" RIP RAP W CEOTECHNICAL UNDERLINING , , / , \ \I ! 1 \ ~ .,S t r I 1 / ~ ~ ~ ~ / / \ \ I I I \ \ \ ~ \ ` \ ~T ! (CHECK ~ (CHECK v J1 ~Op 1 ~ ~ LL ~ / / \ I + \ ~ ~e,, \ 0 1 ,DAM \ 1 1DAM v ~ ~ ~ 1 l~N~(r ~ I NEW 18 FES - - ~ / / i ~ ~~1 I 1 , , / '`k, ~X \ \ ~ 1 \ v 1 vv ~ 13 ~E1 I~S~Iw ` 1 1 , y', ; ~~o~, 1,_,1 , ~>~b ~ god ; ~ ~ DRAINAGE AREA 0.43 AC ~ - , ~ , ; - r , , , , O - o - ~ 1 .~y~ v 1 r , I ~ I r I I I I I10 = 7.22 1N HR - .-Q~•,',;; I ~ / ~Z-~ r , , ~r~, `o,- \ ~ / ~ r \\~M~ ~ I 1 I i I I I 1 I I ~ J ~ Q10 - 1.24CFS r / ~ ~ ~ \ r~ ,l/F`t~ I / , l ! i / / 101 248 SF / \ INV = 427.00 ti ,„ti, ~F + / / / + ~ ~ \ ~ k~ -F~ I Il I Il tl I I i t 1 II N , p~1 1 1 \ t i I I I L1.. W _ _ - , w 0 = 427.82 ~ " a r / 2• / H g~ , It i /~0 I I r r + ~ ~ f IA=1~3;~L10 SF / / ~ 1 1 I I I I I I --~~C I ,•f i i i r rr ! t r / FPE:r 406.5 / \ \ \ 1 \ III I v~ W NEW 18" FES W/ VELOCITY DISSIPATOR \ , ~ rr r r r+ ~s l ; I r r r r , 'K 4 , 50 I INV.- 426.. - r r 1 ~ 1 A % I I r r ~ + r r / ~-CHECK , i , ; , S = 1.56% - - ' : , ~ I I I I + r r r r + DAM,-'"~~ ~ ; / , / , \ l \ 1 \ \ \ / 1 1 F I A \ Q10 = 1:24 CFS _ .'o, t I I I I I I + 106,32 r r 1 ~ V10 = 4,67 F/S ~ - I I t I I I I '4 _1 210 SF 1 + , / W- 5, ti I I t I IA 6 I r t / ~ I I t t I I I I PE,I 403 ' I r I L - 6' rl - P~ i FFrI I 1 t 1 I I I I r + + / _ - _ I - - ~e J / I I 0' PRI~ATE ~ 1 I I i I I + + I I r l ° _ _ _ ~ , I Z ' , - , I , I I d50 - 6 !I I I I r - ER • 1 ,NEW I + + r 1 r ' ; I I E EA EMENT I I I I I I I r ~ _ CLASS "B" RIP RAP W GEOTEGHNICAL UNDERLINING n + ~ • • • • • RAINAG ~-1 I I r / , , , USE 18 / rr11 I t ~ - I D 1 i I I I I + r r r / ; r , li~r!r1 t,~ I 11 11 11 t\ I I I I I I ( r l i , , ~ 14~ - O NEW 10 CMP _ rlhrt , I , ~ \ ~ 2 \ 1 I I I I I I l r / s' , 5 DRAINAGE AREA = 1.49 AC lrilrrr ~ ' • .::.i•.•.••',~~t'•• I I I• i 't 11 I i I I + I tr r ! f,~t / I',' C = 0.40 /~1 rr r ~ .b. . I + 1 t ` ` 7333 \SF 1 t I +I r1 r I l 1 1 r / i / I 1 ' _ - CONSTRUCTION SEQUENCE: ~ 110 = 7,22 IN HR r Ir i , ~ I 1 \ \ ~981AC 1 1 I I NE 10' WID + r / l l r / ' ' / Ir rr - , ! 1 I / ,1'3,21A SF Ei / / Q10 = 4.30 CFS III n~6! ~.'P~o~.::,• ;•',r / / / / / / 1 % I , /'MIA g9.5,r /r r 4°IGR EL / / ,l i l ~ ~ / 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, GLEN JOHNSON AT 856-3706. OBTAIN ALAND-DISTURBING PERMIT. `W' INV = 403.90 1 I ' 1 / , ' ~ ' ' / ACES 0 / ~ ' Hw10 = ..-3-90 rr I •~0- ..r....... ? / / LL /~DT / r / l l , / r / / I 151' / - / , Ir I i ::r, ;,r~ ~ / NSW 28,1P 10"'CM / , , / / , -v/ / ' / / I i 1~%/ 2. INSTALL GRAVEL CONSTRUCTION PAD, SILT FENCE, CHECK DAMS OR OTHER MEASURES AS / SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES ` NEW 10" FES W/ VELOCITY DISSIPATOR 11 I i• _ , / , ESS ~SE ;~~i, i / ! r I + 4 ,I. ~ / / AC _ ~ / r I , - INV = 402.80 i ~ . ~ ' ~ ' ' RIVA'(E ~1TILITY1_ ~ % l , , r / r i r, _ - - III ` \ ~ iJ ' i`' - NE%W 30'y~_,.--~-- T --r'-7~ ' / / , l r + I r S - 3.93% Iv I t /i , / 6 __.-r-- / i l r r r r 3. CALL FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE r I OF COMPLIANCE. -Q10 ='4.30 CFS I\ ~ , I 1 , _ ~ ~ i / r / , r , r r , V10 = 8.09 F S 1 1 , , / i / / y~' IBS , I 1 I 1 1 I I r I rr i ~ 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL DEVICES SHALL BE " ER~h_\ it I , 1 r ~ l , ~ /r / / / / , / , , I 1` I ` I I I i r Ir ~ I' MAINTAINED AT LEAST ONCE A WEEK AND AFTER EVERY RAIN. ROUGH GRADE :SITE: / d50 = 6 ` i! + v~ _ / I+\,1 ~ ' pT ~1 _ - / / / / / 1 /~~G ! , i I I t I I I li I I r 5. INSTALL STORM DRAINAGE, AND SILT FENCE OR OTHER APPROVED MEASURES AS SHOWN ON " H (CAL UNDERLINING \ I r ~ ; ,I L(L - , / / , / , , r I I I i I USE 18 CLASS 8 RIP RAP. W/ GEOTEC N 52'ERB I WF< ~ / t / I / i,~ j I 1 `.y,, 4 \ - , / 9 SF / ! r! ~~4 r , M I ~ ~ 11 \ ` ~ II 1 1 I I, 1 i THE APPROVED PLANS BEGIN CONSTRUCTION OF BUILDINGS, PAVEMENT, ETC., .SILT FENCE IS I 1 1 1 TO REMAIN AND BE PROTECTED UNITL THE SITE IS STABILZED AND APPROVED FOR REMOVAL ' I ~'f ~ t t t - ,205,2 / / r r r % , I - \ ` \ \ 1 1 ~I II 11 \ BY THE ENVIRONMENTAL ENGINEER: SEE 8 BELOW. ' ' I I I / ; ~ \ t \ 1 , 4:72 B SF / r r r -•I ~ + \ , \ \ \ I I r 1 / ~ \ ~ \ \ I / MIA=13x21 / I I (191 I r~`~ 171 \ \ \ \ \ 1 \ DRAWN BY CHECKED BY \ \ \ 6. STABLILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, BGD TDS STORMWATER SUMMARY I I r r / ~ ~ - 1--- ~ \ \ \ t 1 + FPE: 39.5 , + / ~18~ ~ i \ \ \ \ ~ QUANTITY I I ! I i / //-'i'~ / : ~'R ` _ ~ ~{}f}~\, ~ \ \ \ II \ I ! ! ~r r i , 1 I 1 1 \ \ \ \ DITCH LININGS, EfC. PREPARE THE SEEDBED, FERTILIZE, LIME, SEED, MULCH AND ASPHALT DATE PRE DEVELOPED POST-DEVELOPED k~l / , i 0 \ TACK ALL DISTURBED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY PHASE OF ` CONSTRUCTION OR STOPPAGE OF WORK. - C DRAINAGE AREA=0.52 AC I ~ / / / ,i -----€IP a~~ "--~---~,i- ` B It t 1 j rr r .i t 1 11 I \ \ \ ~ DRAINAGEAREA-0.52A - t r i r / N,SD'353, ; ~ ~ \ JIFF \ t t It I r / \ t 1 I \ \ \ \ \ C - 0.22. C - 0.43. i r I / r , , , , , fi4.40 _ `1 8. .3J 2.4' E , , ~TF \F \ \ \t \ 1 I ; / 1\ 1 t ` \ \ \ \ Q =CIA Q =CIA / ~ / / / - _ - _ r I r I / , r - -~EIP y R v - ` . AND ,RSON---- t \ ~ r ~ 7. WHEN CONSTP,UCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR REVISIONS AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. Q2 - 0.22 5.76 IN/HR 0.52 AC) 02 - (0.43)(5.76 INlHR)(D.52 AC) I r , / JU ITb{ S / ~ - _ _ - _ \ \ \ \ , i ` \ \ _ ~ \ ` ( )t _ _ _ r I I r , , , g p 730 ~ - _ - ? \ \ ~ \ a , \ t \ ~ \ \ \ Q2=0.66 CFS Q2=129 CFS I I 1 , , /D 1.07? ~ -_-¢1~--___ --yd.._ \ ~/F \ \ \ \ it ` \ \ \ \ \ \ ~ I , / ' / / ONINGr Ra40W, - \ \ FF ` \ \ / t \ \ \ \ pp ~ ~ v v 1~ v v V vv 8. IF SITE IS APPROVED, INSTALL INFILTRATION TRENCH AND SEED OUT OR STABILIZE ANY - - - RESULTING BARE AREAS ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS Oi 0 = (0.22)(7.22 INlHR)(0.52 AC) Q10 = (0.43)(7.22 IN/HR)(0.52 AC) l l r I 1 , , / / , S ; VaCA~ , - r Q10=0,63 CFS Q10=1.61 CFS I r r r ~ / r r r + r l / \ ~ \ ~ ~ \ \ ~ ~ ~ ~ VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. STORAGE REQUIRED INFILTRATION TRENCH I 1 / 1 ! r I I I I I I r I r r ' ~ - - `o~ ~ ~ \ ~ \ \ - ~ ~ - 5+ 0.9 0.30 + r r r r I I I I ) ~ , n ~ _ ~ \ \ \ \ \ \ \ Rv-0.0 ` WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY_THE 9• ENVIRONMENTAL ENGINEER. OBTAIN A CERTFIFICATE OF COMPLETION. - I l r / I I I I; r ! ~ ~ I I l Ir'23 I ~ ir` \ \ \ \ \ ` ~ Rv-0.05 0,27 OR C r ! I l I I l I I I` I I I I Y 1 / ~ I \ \ \ Rv=0.32 r r r , I I I L I ~ , , \ \ \ \ ~ \ ~ r I I r I I r r r I f I I ~ 5i rr 1 \ \ \ V-3630{Rd)(Rv)(A) I I I I r 'I I I 1 I ' \ ~ 5~~~, - IP ' \ ~ \ \ V=36301" 0.32 0.52 acres I I I I I I I II I I I / / ~ ~ ~ ' - t \ \ _ I r I i I ~ r I r _ \ ~ ~`~ElP v V-604.03cfrequired I r I I I r I I i - ~ \ \ ~ STORAGE PROVIDED FOR INFILTRATION TRENCH I I I , ~ , ! / ~ Effectiveinfiltration area re uired: 1 t t I I ' r/ ~ - ~ = i filtration area re uired s 1 11 1 I i~ ~ ! A- S A n 9 11 1 ~ - SHEET TITLE 2(K x T) S volume of water to infiltrate (cf} _ _ , K= hydraulic conductivity ofthe soil {iNhr} ! r LL`S. STATES P~ ~~G - _ - \ GREAT FA ~ A 604.03 cf T - dewatenng time (days) _ _ - I ~ I BOM 2004 PG X1,4 , ~n`~ ~5~ STORMWATER PLAN .2(0.74 inihr x 2 days) I , _40W qL ' A = 204.06 sf w ZONING: R FAMILY RE~DENTI _ _ I USE: SINGLE - / Infiltrationtrench = 6' x 35' x 3,33' F~~ Q~ 5~° UQ ALITY Nitro en STORM .DRAINAGE AND EROSION LEGEND, ~eeaaeeaa~ _ t Type of Land Site Area TN Export TN Export by TN Export ~ ~~P CAR ~ 'L ~ ~Oo~~E°ssi~ Cover Acres Coeff land Use From Site ® NEW STORM DRAINAGE PIPE Ibs/act r Ibs/acl r Ibslac! r NEW SILT FENCE ~O ~0~=~~ °~9a9 mm Undisturbed - 0.6 m 0 en S ace ' LIMITS OF .DENUDED AREA Managed 26,15 1.2 31.38 TEMPORARY DIVERSION DITCH ' 0 50 100 200 400 m SHEET NUMBER 0 en S ace 6 STORM. DRAINAGE STRUCTURE NUMBER '~~F~'F G I NE..~:~~,~ Imnanrinus 3 44 21.2 72.93 Surface -0, r Total 29.59 104.31 BLOCK AND GRAVEL INLET PROTECTION SCALE: 1"=100' o°~at6 FOR REVIEW ONLY Average from 3.53 Site kZ9 CHECK DAM TOTAL DISTURBED AREA = 0.9 ACRES .1 OF 3 3.53 Ibslaclyr < 3.6 Ibslaclyr O.K. R:A2006 Projects\06023 - McGuinn Subdivision\CONSTRUCTION\SHEETS\0602.3impact140 scale.dwq G RIPARIAN BUFFER. AREA: 13 SF ~ qNT ~ Fti ZONE 2 34> 4 R 0.79 AC Jv cif P ~ _ iJR _ NE ~ e, C~ Rp /W ~E~~ ~ FF~ Cq rlo P~ o s N G O 913 - ~ ` ~ - ~ ~ \ ~ ARCADIA ~ ~ RIPARIAN BUFFER AREA _ ~ \v 4 ~ i / ~ ~ ZONE 1 Cp / G I ~ 1 ~ ~ ~ ~J• I Q'i 0 0 ~ Q ~ i 7 ~ ~ I ..8' ~ ER ~ ~ SR _ 1071 CLASSIC ROAD 0 ~ l l/;, o p ~ / / QP / / / ~ ~ ~ ~ ~ 9 ~ ~ APEX, NC 27539 SHA / / ~ ~ DY 0 ~`~~l 11 ~fl ~ ~ - p~R~E ~ p TELEPHONE: 919 363-1422 OBE ~'i / - / ~ ~ ' , NL o ~ i'I/ l~ i v ~ ~ ~ IP p FACSIMILE: 919 363-1477 N ~ ~ / , F ~ it ! ~ !/ll~I~r/ ~ / i ~ lI!!I ~J / ~ fll!! 1 ~ / / I ~ .VICINITY .MAP ! ~ / / / r ! I!l! I~ NO SCALE CP•~' ~ l I 1 / l 1 ! ~ / ~ ~ / / / ~ 1\~~ 1 1 /l/ 11 I ~ ~ I I i r I ~f/ l I r , G I ~ ~ I!!!/f ! fI I " i ~ / RIGHT OFWAY - \ III I ! I' i i ~ ~ 2U~•0° 6~•p" 6~•~,~ I I ~ ~ I 8.0 / `C/ AVEIV¢NT SHOULDER DITCH I I I / ! ! ! I ` I SHOULDER P J I I I ` l ~ SLOPE I / f ! f ! ! ~ ' \ ua"IeT. ua^1FT. ~ ~ I ~ 1 ~ rrFT. ~ 1 1F1'. ; ~ 1 ;(v Lill I 1 \ ~ as i -P ~ ~ I 5LOPE ( 2" SF9.5A ~ ~ ~ ~ ~ ~ ~ ~ ~ SUPERPAVE ASPHALT MIX i I I ~ ~ \ ~J i ;`Q~ !I~l~! ~ \ ~ ~ ~ Z ~ \ \ CQ~~ ~ / J RESIDENTIAL COLLECTOR ROAD / / / I 1 /11 I I C ~ Ill!!! ~ , ~'TERRAB>I MAX. SLOPE ~ V ~ ~ ~ ~ \ ~U ~ cry ' / Q LEVEL 2:1 :1 ~ ~ ! ~ ~ \ g ROLLING 2:1 n, ! I / ~ ~ ~ \ \ ~ HdLY t• 112:1 1vl g ~ l I ! \ \ \ \ Q Qy ~ ~.78~ sTBC oR Aac / ! ~ ~ ~ > ~~;g0,7g~3,~~~\ ~ 67,433 SF` ~ U ~ 1 I \ 1 / I ? ~ ~5, ~ ~~~g~ AC ~ 1.55`AC210 78 228_SF / z. _ i I ~ I i ~ ~ _ _ 10 SF _ 13, O C I nl _ Imo' f ~ ~ ~ - i \ III \ ~ \ ~ ~ MIA ~ ~ 1.8~~A3,210 SF ~%D~ , ~ ( \ \~I \ Q ~ ~ MIA , EI Q , , ~l - - I 1 \ ~ - ~ ~ - - z ~ Z \ v J • • 87.7 ~ - 187,1 , _ _v^ \ - AC ~ ~ ~ / 4.30 ~o ~ - 3 21 , - ~ Q4~ / f IA--1 ~ • ~ M ~ ER ..P ~ h ~ ~ / j ~ U ~ ~ ~ 45\ FPE. - R - . \ ~ ~ ~ i ~ ~ ~ - ~ i ~ ; , z ~1 _ ~ \ \ , 20' B F E SETBACK ~ Q h J ~ ~ ' ~ \ BAR 1 POP `i _30' U~AT R HED BUF ~ ~ O W r' ~ 60 \ , D~ i ~ A ~ / ; (f ~ may, r ~ ~ S~~:f ~ Io \ P T~ i ~ . _ / W cK 0 i E~gP f R S f UFFE 2p g FER g~F t R1P~ r % ~ ~ E~S~ G ~ ~ W 5~ N ER ~C,/~ ~ Q DO P~ z p ~ ; o _ - U Z ~ Q W c' G~ c~ ~ ~ , O / i ;1 ~ ~ ~r L / ~r_.. Ib ~ L 1 • '4 _ -1 -mil ~ / _ l ~ I j ' r . i~ ,r'~ i ~ % Q , U i~ ~ ~ ..j' I / it ' ~ / i<' ~ fj ~ ~ W ~ ER S / W 20' .PRIVATE i, ~ ~ ~ NE Q - ; g~FF CLASS ..B.. RIP APB / < ~ ERM N FOREBAY ~ , - ,`l,' % DRAINAGE EASEMENT NEW INFILTRATION T H J ~ 1 p / ; 6'x35'x3' DEPTH , / i ~ . ~ i o / ~ I / / / Q C i/ ~ F/ / ~ ~ ~ , 7 ~ S 007 ~ / 58, S I \\m j 6 ~ , m AC / / , ~3 ~ .33 1 ~ 6 / 9. SF i 3 21 ~ ~ / / 9 j A 1 , , MI , ~ DRAWN BY CHECKED BY E. 4 RFP ~ N~ii ~ ~b 8 ~ I ~ BGD TDS I ` ~ ~ \ `DATE ~ , SF 1 051. / 112> i REVISIONS ~ ~ / i I ~ , 5 AC , 2. , F ~ 0 10 S ~ =13,2 / ; MIA i , t l ~ / , I 412.0 FPE: ~ R ~ ~ ~ ~ ~ G ! i ~ a IMPERVIOUS .AREA ~ / ~ ~ ~ O of / o -132,100.00 SF LOTS ~ - / 4,791.60 SF STREETS 0! ~ n/~' , 'h / ~ 1 y' ~ ~ Nb W ACCESS ~ ~ 13,068.00 SF WELL LOT f 1 ~ , ~ ~ / 0 SF TOTAL 149,959.6. ~ I I ~ I ~ / ~ 9 959.60 SF .IMP AREA 1 288940 SF TOTAL SITE AREA= 1~ bib b~ d SHEET TITLE ~ s ~ 11.63 IMPERVIOUS FOR SITE. / ~ ~ ~S P~ ~5~ 50 SCALE NO FEMA MAPPED FLOOD AREAS ON SITE F~~ :IMPACT MAP MAF# 3720182200) DATED, MAY 2, 2006 CJ~O eegnenann Before acquiring a building permit for lots marked by , P 0oae nnn ~ CA ~ the builder may need to obtain a flood Hazard Permit from County Zoning Administration. The builder's engineer, architect, ~C 0000~~~ RO~~~~A~ ~ ~ .N's s''' or surve or must certify on any such permit that all flood y hazard .requirements are met," m There shall be no filling or the erection of permanent struc= ~ SHEET NUMBER i~ s`~ ~ 454 ~ ~m tures in the areas of Wake County Flood Hazard Soil or F.E.M.A. zones until a .Flood Study is approved by Wake County or F.E.M.A. 0 25 50 100 200 ~{{~~~°~'1..f ~ ~~~~F`..F~ci~E~~•''~00 RFPE=REGULATORY FLOOD PLAIN ELEVATION 'IF iC Y 5 2008 N4~ ~gB D~~ppO;0 r Q uEMk ~r~aTE~ Leu~i.it~ ~ D' 2 SCALE: 1"=50' WETI.ANosANDsT0FtAPNATER BRACH FOR REVIEW ONLY 2 of 3 R:\2006 Projects\06023 McGu,inn Subdivision\CONSTRUCTION\SHEETS\06023impoct50 scote.dwg RIPARIAN BUFFER AREA: ZONE' 2 P~ ~ ~ RN F<< IMPERVIOUS AREA Jv '~F Rp 132,100.00 SF LOTS ~`,AS 4,791.60 SF STREETS S R ~ 13,068.00 SF WELL LOT W~CCESS G a~ 149,959.60 SF TOTAL ARC O 9?3 AREA a RIPARIAN BUFFER ~ ZONE 1 149,959.60 SF (IMP AREA)/1,288,940 SF (TOTAL. SITE AREA= ~ ~ 11.63 IMPERVIOUS FOR SITE 5~ ~ P s,~ O 0~ ~ ~ ~ ~ ~ P~ ~ P ~ ~ 6 ~ ~ 2. ~ , NO FEMA MAPPED FLOOD AREAS ON SITE o ~ ~ , - o a MAP# 3720182200) DATED: MAY 2, 2006 - 1071 CLASSIC ROAD 5 Q - Before acquiring a building permit for lots marked by APEX NC 27539 o° ~ ~ - P ~o _ the builder may need to obtain a Flood Hazord Permit from County Zoning Administrption: The builders .engineer, architect, TELEPHONE: 919 363-1422 SH Q ~ • .vim ApY p , or surveyor must certify on any such permit that all flood FACSIMILE: 919 363-1477 ~ ' ' ~ GLEN i Uj ~N ~ hazard requirements are met.° F There shall be no filling or the erection of permanent struc- tures in the areas of Woke County Flood Hazard Soil or F.E.M,A. 'A zones until a Flood.Study is approved by Wake County or F.E.M.A. ~ ' • ~ • • ` RFPE=REGULATORY FLOOD PLAIN ELEVATION VICINITY MAP / ~ s ~ ~~h NO SCALE ~ A ' ~ F a - ~ sa-o„ OF WAY RIGHT ~ , SHOULDER PAVEMENT SHOULDER D['tCH J / SLQPE V l/4" 1 FT. ~ 114" 1 FT'. ~ ~ ' C'/ FT. 1., / Ff. ~ ~ I 4:1 ~ ~ ~ SLOPE ~ 2.. Sf9.5A SUPERPAVE ASPHALT MIX ~ ' ~ ~ ` ~ \ ~ z Q RESIDENTIAL COLLECTOR ROAR Q ~ ® \~a 0'-6' . E ~ TERRAIN MAX, SLAP Q 1 LEVEL 2,1 ~ 0 RQLLING 2;1 rr~ ' i~ ~ V ~ ~ Hp,1,Y 1-112;1 101 248 SF ~ ~ ' ir~`~~ ; 8 c G ~ ~ . i 5TBC OR ABC , cd - , ~ 6 P 6 S 2.32 AC ' ~ ` ~,?c~~ ~ ~ U ~ ~ , 0 5 ~3 Z 5 ~ A,13 210 SF ~ ~ ~ ~ ~ ro j _ `L - z'~~ E: 406 ~ , ~ Q ~ ~ ~ ~ - z i ~ , V i SF 327 . 106, AC '1 44 2. / SF , _ - 210 _ -13, 10 SF SFrsq o / ~ ~i ; U MLA ~ ~ ~ - , 03.0 r 4 403.0 ~'~p~'~~,, ~ _ FP E: R P _ \O ~ ~ / / ~ ~ r Q _ P ~ F E ~ VAT , RI 3 Q P _5 ~ ~ ~ J, 0 W2 ~_•2 ER NE _ 0 NT ME _ / ~ SE EA ~ , GE ~ INA DRA ~ / ~ ~ \ ;V J ~ , - poi i'~' ~ , ;14; Z ~ iii / ~ ~ ~ . 0 ~ 533. SF 173, ~ 0 3.9~ ' iii,' SF 3 210 f S. A-1 , MI - 99.5 ~ FPC t~ ~ , ~ir ~ ~ i~ ,r i~ ~ ~~T n tY~~ / - / - ; ~ i ~-I~ - ~ ~ _~-R i ~ _ - i ~ ~ - / / - - "t _ i ~ _ - -1-- -f / / / _ _._.1- - i - _ _ _ _ - i- 7- ~ ~ _1------f - _ ~ ~ E _ . ~ ~ _ - RB E 5 :85 ~ Or ~ 32 ~ i , 2 ~ ~ ~ i Q~o~ ~ \ / i G~ i , i ~ ~ . ~ 1 ~ ~ ~ ~ ~ 0 ~ , L ~ E ~ i, ~ W ~ ~ Q/ i ` ~ ~ , ~ ~ ~j ~ SF ~ 5 239 / ~ - 20 , DRAWN BY' CHECKED BY ~ , ~ - C BGD ,_.,TDS /~l,\\ i,,\\ DATE ~ 72 A , 4. ~ - t - F ~ . 3 21 , IA1 ~ c M ~ .2 ~ ,1~ ;1.91 ,18, ~1y7% ~ 0 91 5 FPE R REVISIONS ~ % i - - _ ~ • ~ ~ T~ / - - - PRO 9 _ I - E T~ N ~ C 45.9 ~ - ~ ~3 e . 00 , E , EIP 0 , N g 0 35 36 W 1 fi ~ / 61 x.1.6 , 4.40 ~ ~ T ~ .24 E(R S / ON RS P ti DE EI AN , F 5. 0 ~ , TH J 30 , 7 B PG ~ ~ , 29 07 1 F DB w / OW F -4 R ~ F IN G ~ ~ ~ , N R ZO ~ • ~ , NT ~ , C A ~ ~ ~ VA SE. , N ~ SHEET TITLE ~ ~ 2 Ln o P~ ° N ~ ~ ~ ~ • \ ~5~ 50 SCALE o F ~ % ~o~ IMPACT. MAP i ~ ~ ? ~ \ R z 1 1 S v ` ' ~ . ` ~ ' Svo eeaeaas~ - .F CP _.T W ~~~P 0~0°°~ CARp~ c 21 m0m .••F~ssio• m • 4.5 8 m , 45 , 1 m .SHEET NUMBER 5~ - ~ ~ ~ ~ 24454 ; ~ - 0 25 50 25 50 100 200 ra"~~ ~~o~F~; ::NG t NE~.~•'y~ m SIP ! , Li i WAVA 6EIP uN ~J ~aaeeeDeaee~ ~DQ SCALE: 1"=50' o~~Pos~ FOR REVIEW ONLY 3 OF 3 R;A2006 Projects\06923 - McGuinn Subdivision\CONSTRUCTION\SHEETS\06923impoct5O scole 2.dwg