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HomeMy WebLinkAbout20090040 Ver 1_Site Plan_20090109v twra~rsnrrivrc~ EQU(PMkld'f ON ,•i(GHWA'! RiGN[5 fJF-WAY. PRIVATE UT1L[TY EASEMENTS, 'OR !'U8L[CSPACES PD NOTIFY I AL1 UTILITIES TWO f2) WORKING DAYS PRIOR TO Contractor responsible far the extension of water, D ! GG [ NC . as approved in these plans, is responsible For rbflc tit)))tles Deparhnent at 9f9 ss~asao NOTES; vhours prior to beginning any of 4heirconstructlon. 9. ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE.. tih C1tyDepar6nenfS Madvance of beginning ;utt In the issuanca of monetaryNnes, aria 1. CONTACT NORTH CAROLINA ONE-CALL. CENTER I of any water or sewer facilities not inspected PRIOR TO ANY CONSTRUCTION. (800) 632-4949 16f}catlon failure. EX EASEMENTS TO Inspection, InslaAa DowrutreamPfug, have BE ABANOONEO I the JotrsBe, or any othae Vlofation of ~Clty o/ _ will tesolt in a Flrte and Possfdle Fxcluslon ~ ~ J `s Ite City of Raleigh. _ r~ " -r T~ - , _ PROPS ACCESS l` EASEMENT a X 24" RCP r EX 30" RCP NV = 205.29 - [NV =_.195:93 ~ ~ - ~ N TO BE REMOVED I ' ~ - , (TD BE REMOVED 1 CB 1-3 1 J 11 _ ~ _ ~ 2 Z z . r T O I~ 11 11 ~ ,,--""r ' 'PROP 20 CFIY OF RALEIGH/~ DRAINAGE EASMrT 8 ` ~ ~ X 24" RCP ' 1 1 rr 111 ~ `~0, 'r N V NV = 208.47 , 11 TO BE REMOVED 1 1 1 1 i l 1' 7 1 1 I! i 1 1_ ~J 215, 80 ~ W~ 0 p 1111 , I 1 1 ` eJ ' 21550 / ~z r W 1 1~ , 1 1 216.30. 216.10 / Z W 0 1 ~ . 1 1 STA 1 +99,53 128';LT) / Z~ I-OC a ` 1 11 RAD{U POINT CUL-CE-SAC / i,~' w 1 ~ 1 1 CB l -2 / METER ATER ~ ~t~1~~ Z a ~ 1 S 1 1 ' 217.35 (TYP. I ~ V Y a ~ SAN. ~ ~ ~ 1 1 30" CURB & GUTTER ~ 218.60 FIRE HYDRANT Z J ~ ~ m ' 1 , ` ~t ~l (TYP 1 2 T6. ASSEMBLY I TYP 1 ~ ~ a N ~ o 1 111 . oC 1` ~ 5` CONC SIDEWALK Zl p h M'ti~'+ EX 20' ACCESS EASEMENT 11120` < ~ ~~o!~ B. 0. M. 1985 PG. 1319 , 1 1 1 ~ R~„r.^ RCR n ~ w to ~ m r~,.. 111 1 1 ? 1 Yu' N EE DE5p1~J z `ot 113D 1 ti,~;+,. EX 30' ACCESS EASEMENT ~ 1 ^.1 1 ,,~,r.,,.,{,,' r 't",,. ` ~ 217.10 W~ ~pNDRp1G (5. ~ ~ G 0 N W D, 8. 7341 PG. 308 , ~ +1 ` 1 ~:r'%^r`' ~ G WPLG ~ Q ~ J 1 1 ` •,r& ` i~ RETAIMIN ~ i- 0 p FIRE HYDRANT r ° ASSEMBLY tTYP) ~.x `,~>v° ~ E ~ ~ ~''1 ~ ao w ,~xr ^ ~ p1P WAT~ft.~ ~I J r ~ ~ ,',,.5~,,.. a .C W Or . c Fry:., . , J~ ~Bl ~ , ' ~ HILtCREST BAPTIST CHURCH N ` ~ W ~;g A13.25 / ~1 `I PIN 1724'15-53-5801 O UFO:;. 9„• f i~ ZONING R-6 Q c w X S~8° ..-g•W i'~ 1 , (HRGRELEASE VALVE USE UACAt~T MM ~p M F u4. -o'" C8 4-1 11 R POINT W ~ . M ~ STA 13t13.3i 1 ~~~~uuu~~~, ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, ,.a'` ~ ~ A O'o, y `I `I 18" RCP J ~ ...•..ll ~i 00 wi FES INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO . ~ , rt LaTEPa~ ~I 1', ',t BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY .?~~;~OE~.SSJdyq:G9: ~rtDN CITY CODE. THESE FACILITIES HAVE BEEN APPROVED l: ; X BY THE CITY OF RALEIGH AND SHALL BE SO ~ ~ ; SEAL tzt,a:5a cDMMeRCE PARK oRtvE = ; 1 IIN INSTALLED UNLESS A CHANGE IS AUTHORIZED BY ;r,; 23012 t+oo. oo Peatrlv[Ew DRrvE © I~ WRITTEN APPROVAL. .PUBLIC SANITARY SEWER ;~i H E, 1-`~~ EASEMENTS ARE TO BE .RECORDED PRIOR TO FINAL % ~ 1 ~ 1 ; ACCEPTANCE o I ~4 ~ r, im SIGNATURE; •~'4il~i~~l ~~~C~;~J` ',r LUTHER~tN MINISTRIES 11 l ' ! ~ t t r N ' WAKE UNTY,dNC. 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I-- ' ' - / ' AND HEADWALL VITH , ' ' EX MH - ~ ~ l rn J 1 I LOT 182 f ( 1 3 t 1 TOP=224.55 OUTLET INVERT ELEV.= 188,00 1 ' ~I I 1+ ' ' _ „ ~ V tVIDTH Of PSRM> , I I ~ ' INV [N=210.99 ~ - ° jJYE~H~ ~ PIN 1724.15-64-60$7 ~ J /~l6 1 \ STANDRRD/TYPICAL , , I r S,O• PSRH ROLL WIDTH } [NV OUT=210.89 5' ~ S 5 ; SECOND TRACT ~ I PIN 1724.15-64-8066 .55' j- ZONING "CUD IND-i ( t, 11 ' LOT 184 I a - l ~ '"`;i` II I USE• VACANT ' l;'[ ( L(~7 183 'ZO INGD~ CUDCIND 1 PIN 1724.15-64-9086 I J 1PI[~ 172.15-64-7181; USE ~ VACANT FOURT RACT S ERM NENT SOIL REINFORCEMENT _ ~ ' , - S' _ - , - M T t SRMf PSRM SHAl6 BE , + I + + ROApWA%P~ ~ ~5$-" J FIST TRACT G'" C~~~IND=1 , I ~ ~ ~lONINGI '.CUD IND- ''~~jSE^'VACANT SE VITM NATIVEORASSES AT , I , + TR $5' _ T[HEOF 1NSTALlATION. , ^ X.157,. GRAVE / 5S' ` ~ usEl ~ vACaNr , ' E ~ N/F UERNON & TERRI i ' ' ~ ERNON & TERRI VERNON I I (f ( ] J ~ r/ ' ""M, /SS._ ,5 1 PIN 1724.15-63-2f N 1724.15-63-2956. ~ , J ' ~ / ZONING ~ R-6 I rf ~ 1( ~ t+ _ ~ EX SS~ 1 1 ZONING ~ R-6 I 1 USE : RESIOENTIt )SE ~ RESIDENTIAL I J ( I ~ ~ N 1 )z• rincK LnveR aasr•B' IaIaRAP /P~ ~'J ~ + r`"" - 1 N/F DAFFEY D. GURLEY ERIN ENTERPRISES w 'l 1 ~ 11 ~ , V N wlrH uNOERLVwe rvPE .z. , , P ~ i + IJ - I 1 1 PIN 17 4.15-63-1924 ~°1 ° GEO%TERTILF FILTER FABRIC (RIPRAP NUT ILLUSTRATED ON ' i ' } 1 I 12 _ e PIN 1724 64-4071 Zx ~ ( I ' 11 4.-~ ~ ~ ZONING ~ R-6 w! ~ 1 t y1 I ~ ~ Z Q PLAN VIEW FOR CLARITYS ~~r" I 1 1 ZONING ~ CUD IND 1 ~ \ i- } 1 USE ~ RESIDENTIAL \ EX 24" RCP. USE ~ VACANT ~ ti J ; ~ ~ J _i" , + ~ PLM FAMILIES TOGETHER ING 1 I I 1 ~ PIN 17245399251 I 1 - a } ~i J,~;--' }I USE.~!_OA HABITAT F}OR } 1 1 I I 1 1 1 W ~ HUMANITY WC BM1994 1101 } l x I C , 1rJ EX 24" RCP. FES 11 ~ I I ^I ' / ~ " r ' \ W ~ ~ 0 PREFORMED .SCOUR .HOLE. PLAN LAYOUT 1 --i ~'t C 1 ~ ~ INV = 212.39 V' ~ 1 1 ' i ~ w N ~ ~ ~ I A (3' • RADFO ET L A ~ y ~ aC ~ I 20' C[TY-0F RALEIGH I ~ ~ aI ~ ~ ~ ~IN 724.1 -73-075 ~ . I 1 IB' RP OV,tET PIPE A4E , Nuov~ ypNVEEYPLLC w PAN LlJII~RAN MINISTRIES ' c ant,avmrntv.)Eem - ~ I~ ' --'OF WAKE COUNTY INC. 1 1 ~ SAN. SEWER ESMT. 1.1210' ~ / ~ ~ ONI • IND-1 Z cC 0 3 > / t U~ I-WARE SE w B.O.M; 1987 PG. 1841 ' / / , W•• 0 ~ a' i I PIN 172 ,15-53-9844 1 1 1 / I F ~ \ yQ I I + I ZONING ~ CUD R-10 I' 1 nn I I Nl ~ ~p ' /nx( ~ /w ice' Q IMPACT ///,d/ ~ irn I ~ w / / ` ~ V N . /xl / ~ ~ - ~10 YEAR ~ Z 1v ~ E' tOFPM 6 D~IR IOtG r;' ~ USE ~ M.FI RESIDENTIAL 1 1 y„ ancvmP Euv • uEm vu'rui u.a. ~xo num ' ' 1 ~ 1 I i OUTFACES.:. EP Em~P EIEV. IErdG ~1M ~ ~ + , ~ _ ~ I NOTE Nil I , JTE: OUTFACES BY-PASSFNG OFF-STYE / ( I 3Y/~~~/r FLOOD 'fpa~o„~"+. / Q ~1 I , I 1 DRAINAGE ARE EXE iAINAGE ARE EXEMPT FROM W4 ? q ~ I I ~ jp i i'~ / ~ ~ oC N ~ ~ iEATMENT AND DIFFUSE. FLOW ~ i PROP 20' CITY OF RACE GH I I I I \ O ?u N E.,w,: arEE+E HiLLCREST BAPTIST CHURCH 'ill i 1 1 1 TREATMENT AND"DI E'~"E r, PIN 1724,15-53-5801 t' INLET BIDRETENTION REOU[REMENTS :OU[REMENT$ 4. DRAINAGE EASM T ~ i~/I np= NOap~ 'v°i,n~'rl~ianii;pawuP ~-.I ' ZONING ~ R`6 ` LL a INLET BLORE~ ,ErruE rarcs renm - , I CELL USE ~ VACANT + 24 RCP. , , m INLET BtORETENTION v ~ 11 I 111 0~ ~ q ~'1 °1J r~ fya~ ~ pr CELL /p CO ~ 3 11 Qj, ry PARKER RALEI V ~'~j 1 + i5 tiP / 1~15p'NEUS~ ~ q LOPMENT L Q z fn ~ ° i' , MED .SCOUR HOLE CROSS SECTION A-A ` : - • ~ I~ ~ 111 R1PgR1 R~ 2 PIN 1 .4,15-73 U752~' L~ p O N W AIR RELEASE VALVE ' (HIGH P04NT ~ _ / ~EX1 MH I 1 BUFFER. ~ ,fJ Z :ICOM~ INRCIAL \ - ~rl' ~ r 0 W I ~ I STA 13+1:3.31 1 ~ , _ _ / t2 76 LF 8`_x 7' PRECAST ~ ~ I j jl ' Y`~ ~ J ~ N ` ~ ~pRa REINFORCED CONCRETE ~ ~ ~ I i/ 1 i r- Z J ~ m DEBNAM PROPERTIES LLC } s I PIN 1724447360 X R +i _ / ' . or ~ • A 8, [NLET BOX CULVERTS ~ 0.92X ~ I / ` f ~ ~ _ - °j1° 1 / ~ ~ J ~ x W n °o,P ~~.Orp BIORETENTION IBY STAY-RIGHTI - ,l ~ .t0,?e- I ZONING + , USE ~ VACANT ~ r ;,-w . N ~ CELL.. TOP - 04.43 ~ ' ` ~ \\TFR FIRE HYDRANT [NV ~ T = 1 / .93 I/ I r t,~ ~ , ~ V/ d H z ~ RE HYDRANT ' f ti YAS EM Lr RE HYDRANT S" ASSEMBLY f TYP) / I I . / L [NEAR t I r ~ , I ~ ~ ~ Rip / h . WETLAND ` t ~ i 4 WO~ ` ~ t I } FIRE HYDRANT YIPIEP ,-:y-':' 1 I ~ n oa ( ASSEMBLY I TYP I g' Ot% ~ , A ' 1 ,rh}I 2r aX''1~~, EpS ~I I F f IRE HYDRANT , r a r ~ ~i , 1 M~x rEAS EX W 'I / I ` / s I Ia rl~ ~I, ll silty ~ 1 V Z t , ~r ia! O.y 91 u r,i~ ~I ~ \ VA E / / i ~ ~ - ~ ~ i"~ ~NIP~~tiifyi~~ ~ Q O Of W I` I r'- , • ' ~ ASSEMBLY IN l 1 ~ A u ~ c' J Ir `.I r i r r. ~a~G~,,"L~~.~ ICJ / ti X CURB INLET 'rsiFrl: t. ~ i. r r 9y~a .~~ir ~~~s~d pyi ltl yt~ir ~.'~r \ ~ , I, ~ /a , T _ 54 i ik ~~Fi r~'rx.,yiri ' S ~ ~ OP - 204. .is , , ~ I - ' , } 2' X 2' EASM' T EX MH Ut 1 f 1i ~ 1, 41` ~r ~~h ~~~?4` ,1 `I'i ~iy, I ~ 11~~ 1 30' ACCESS EASEMENT - 1 I`i„rh,'~~ rw~;~~~'rte1~~ i I~JCt'~. ~'i 1r ~I ir4~~.4 iii I i'ti~ ~7i lilir»5~7 i ~ Q. / 1. i ~ M ~ ' 11~>r .WATT , / ~ ~ 41,E 1~ I -f 1'i tIY ~ itlui G~ 7, ~r ( I TIa1L1 +1 TOP -207.17 1 ;tjar~ OE 11` 0'~ 1' D.B. 7341 PG. 30B INV [N 196 57 3 {.,u,:,, Ft1tU~E, QFF)G~VYAR~H,~ I ~ I tL !SEE - 1 i 1 (TO BE ABANDONED) [NV OUT = 196,40 ' ~ , 1. r!"~`4'~C 'ti r ~~Ir. 4~.~ QFF)C~VYAREH,,OUSE ~ ~ h ~ ~ qN - ~ ~ME'TEH ,i. p ~ ~ ~ , ~ ~ I' Y K, ~(!r 4r i,r yF tJ l~ / 1 I i { t i ~ r ~ =~~-L-~~_ ` r,'E r C ~ rF,~;~~~ . J~, /V \ \ / ~ COl f 31 EX WATE ri.; ~ 11! ""+WATER ` ~ EX FENCE OVER O~0 DgA 1 ~ I 1 r Ir,.:r'~~'' i 11 5~ ~~I n~(, r~+P,?I N I AEI. W/ HA 1 1 + ,11 20' ACCESS EASEMENT N 1 " Il a~-},n ~,al ? I~ ~ + r ~K Ir~'Ili 50' i 5D' PROGRESS ryING W 1 DI, 1 B.O.M• 1985 PG. 1319 N ROP 2 ' bTY+'~OF"tiRA E[G ri rr rr~ ~w i11 ~'r4~ar i~f r i ti r~ Q 1 i i t ! " I tKi~` ~i~ r' toi'4F Irr'' Q' / ~ t! ~ ALVES & TEE EUTUBE QFFICC:1 r ' ~ I I ENERGY ESMT. RE7Al , I l ~rl l t TO BE ABANDONED) D'1 1 D AGE E °T~ (s~. ur't~ri11~ i 1 4 ( f r~,L Y 5111 ~1 TY>1~OF"tiRA E[G ~ittir~y ~t~ ;1r~ ~ N ED'S `I x ~ ~ / / I ~ 3 ''~'"'WAREHQU9Er" (iTYP 1 ~ ~ PROP. LINE , °T?n ~jr~ird~it',t~il~ i iJrv ~ ~iG`i'r! P / 1 t t)/ ~i , ~ I ~ Iii i ~ ` , y i ~ ~ H ~ ~'1. r , u i. ~ ~ l _ > _ I PP #I3638J I 1 , , 1 EX 20' CITY OF RALEIGH SAN. rl. p I ,r~ 1 WAT I , 1, SEWER ESMT. 1 1.r II ~ F:,~~111t u~>+y r ~r~i' , ~ y~i~~~l , ~ , ~ "fin F W ER,~ r , 1' ~ ~ ~y ir, i p iii ~ ~ i u 1 i~ I f i j. r 7;1 „ ~y-, ~?kt'~a r~,~ ~ ~ ~1 ~ EX FIRE , . , ~ r i I METE 1 1l 8.0. M. 1992 PG. 923 I I i7~r7i I ~ nl 4p r , f~ ,u ~ MH 3 (TYP.1 + + f i I ird f t~ ~Iri'~ I S tr+ t ~'il y f rlt 1 ~ µ 1 t I~ t i' 1 ~ i r.. ~ y ~,,i' ~ i r ~ ~1' iii ~ 8., , I I i INYDRANTi r ~,..~n . a 1 .o • .,.:i . . `i ,..4.t,.' i t ca.r' r r, ~ Y ~ r i I - I i w'~ r d ~ i . ~ ,r ~ ~ tw rrav ^ ~ "~y~4,IF~P4F~W!}~EIiOUSE ~ ~ MCP , ~ I i X X.Q.X.-X - i 2 k ~ t~s HE MP''~.'i•' NP~'l ~i• i i~ L'ei' 2 ~.r, ~,Y~, ~ rx~~ r~,~af. sir, ~ - I 1 1 t t.- w a } 1 ~ 1 r 4'u iilri~J ~r >ly~ylly +ril I 2 Q , + 1 I 1 I it1 t ,.,.1It d.J r..i e a ~ r i a'~: i",;~ '1 'J ~4 av~ ,r ~~,a~t t' i1~ I i ~ r ~ t ~ ~ - - ycyily,a a)'ir~ii. i;` aji4 tf'~~I, ~`~~~:~~,Vilr4 r1,r.l~. ~t 7 ' Ih' _ ~ r i i 1 i dr}i~i~i i'u +~}.fi v~ , i ~ W -W- - -W- - -W- - -W--- W- - -W- - m I 1 INLET BIORETENTION 1 1+ .111 I I !r,; •~.;I rlJr~ ; +~ti.i; ~`i~y~ L~F i,Ii ;'r' / N ~ _ -W~W- - 12" WATER MAIN ~f ~ 4~ - - - - - - ~ ~r di . day i~r 17''F ~ ~ m I / CELL 1, I 1 I~ 1' II t r,, , ri i ~ a. ,Ir ~ y ~ rcn / ~ ' ~~a a ' ~ ~ ~ ~ r } ~ ~r' ItxG y~ ~ 1 ,t ~ / NLET ~ ~ i _ - t I I w "2p PROP 20' C [ TY OF RALEIGH ~ - 1 11 ~ 11 + - A 1 o ~ ~ i` f a F h 7t t„!u a F-0 v { y f t r a I ~+^t': ~t t,~~ ,yt'~ rte .arcyl~,ra'E ~Irr1i~~~ li ~ B 10RET ~ N- G ('AS ~6, I 3 e - Q L I z. o SEWER EASM t p 1 [NV 208.47 n 1 , 1 1 (TO BE REMOVED) n ` CO ~ ,W,.-~„~,r~ I~,P,~~rx CELL - ~ , ~0~'l~l~~~l~ pl~G~~ --DG3Q~------ _ _ / r a t 4 r t, 0~ tat' `"i ur r u~ . ' x r..~ / //EX 24' CP F_F~ ~ - ~ I I / 1 EX 24 RCP 1 c I PROP 20' C[TY OF RALEIG 1 + m ~ / , ~ i xF•,~x~ F~~ j~~~ x~_;{~v~ x I NV = 9 .98 r A ~ 1 /r ~ H ~ l 60' PU6LIC R/N! ~ ~ w ~ p DRAINAGE EASM T 1 } [NV = 205.29 xl - U~rs I m r? „ N 1 (TO BE REMOVED ! ~ ' N AR' \ - r~' tea,. ' RC _ _ I a NTER~IITTENT/ / , , z3„ NOTE+ REMOVE 12' MP & y L G ~ I EX 30 RCP ; ---i . 1 --"c---"' o I I w INV =195..93 'e 11~,,..-~ 1 '1 WET ND ~ \ S UNI ORTANT ~ ii I ~•j ti , INSTALL 12 X 8' REDUCER W ' ~ / N N BUFFERE9~ II I ~ ii & !2) 45 BENDS I 0 e i z ~o ~X X'`-~~K (TO 8E REMOVED!, , 1 N o I ~ ° o C X FENC PR P AC V - ~ I Fp- vaR[A LE. PUB C " ~ I~ ~ WAKE COUNTY ' / TART R! F DRAT AGE EA M T ii I w II , n EX_ CURB [NLET ~ ,a o I -I I EX ' 0 30 CE55 ~ ~ _ e 1 I 'n 1 x EASEMEN7 - ~ I` CHANNEL / 6FgRJRI~ ~ r t u, ~I .I , , TOP = 204.45 PIN ~ 1724-63-9367 " N < + I ZONING ~ IND-1 ~ a I I rr- LEASE LOT 75'x 75' I EX CELL ro - a%" , + 1 20' 30 D.B. 7341 PG. 308 ' ' ~ - - } ~ TOWER ' Z NE ~ / 1~ /j I i POINT , ~FR~'1'S~o- / ' ii I ii i i USE ~ ANIMAL CONTROL i Q e I I x S[TE X~ ~ ~ 1 2' ZONE tII / 1 a - ` . / w ' . 1 `~1111 ~ ~ ' I op0 / B~ q~ u ~ i i ~ m I w x o ~ PP x x _ i~~~ + + } WET ANDS I ~ ,..:1! ~ ~ F 1 R~ I xl T LEPHONE PEDESTAL I . ~ X030. FRgN x ~i vi wl n I X ~ , ~ GUY t I 3a .~-X•'`-~"L--°`•- - EX 30° RCP 5 I '~i N 31r Z I /j F / III 0 ~ CO PROP 30' ACCESS 1 ~~XiX - INV = 194.85 1 ORN USE RI R50' ` E' ~ PP !t1 EASEMENT ~ % ' ~ (TO 8E REMOVED! ' ~ ,N IE I,ARIAN RIPARPAN > BuFrEP, I NI R50, .l E ~I R ~ ~ ~p2p ! II I , ~ 1 1' 1 1/ ~ J~~~,,.,-- _ le=i I BUFF R ~ @ 1 EX MH # 1 ~ 100 YEAR m a MH 2- TOP = 201.19 o ~ FLOODPLAIN ~ --?I I RBUFFIRN~ / ~ 'i ~ ~ DEL cCTKIC TRA"dSFORIdER i } / / ~ EX CURB INLET ii N ii I ~ m ~ c -'"o"- r~iw [NV: iN = 185.96 ~ + , STO o ~ / TOP = 204.45 ~ , „ i rr ~ W ' ~ / [NV !N INORTH> = 194.95 / + rr " ' I ~ yy t - -~nl I Sy'•o INV OUT = 185. y - / / CHA N L I I [NV IN (EASTI = 194.95`,;/ n ! I i z I ~ ~ / , / lNV OUT =194.B~~ Ir ' ~ I 0 o - I / / V--~ , U EX MH PROP 20' ACCESS Zp' y j + , 1 1 , 11 I ~ 1\- TOP = 196.11 ~ ( ` G Y EASEMENT / + 1 , J ~ / f~. ~ ' Ir IEX MH'+ I ~ b IY I INV ]N = 185.51 / $ 1 t / o GUY¢Gl ~ ~ W1 ` 1\ INV OUT = 185.47. / / INTERMITTENT/ 1 ' '1 f' a 1 ~ o\ 1 1 / , UNIMPORTANT ` m I I 0 1\ 1\ 20' CITY OF RALEIGH / ' 4" SANITARY NOT BUFFERED I 1 ° ° / EX MH SEWER SERVICE ~ 1 I- ~ , m m l 1 SAN. SEWER ESMT. / ' d+ 1` - d >~(1 ~ BM 2004 PG: 1823 , 70P = 194.9D CO CO (TYP) a ~ I 1 I ~ ~ / 1 INV IN - 179.48 t - - -e - ~ + , \g \ ` / / ]NV OUT = 178.89_ _ SS _ -SS- -SS- o ~ I GUY \I - R1 ~ -s~~ ss- / ~ ~ C7 ~ ~ - ~ l it ~ - m ? o ° ~ \ SSA ~ ` o P - 196..9 2 r / --~SS"'_~~•'L + _ - - - - _ i .,d___ / ~ SS X MH ~ \ >`r~;l~ ii ~Z II r. ` + - o m m Oiy N / / INV 1N = 180.09 , ~5~+ _ ~ F~ + ~ - , N I F. lNV:OUT = 179.78 f ~ ~ ~ w o I I SS~ i ~'a , k'q EX M i 4 9 I ` / TOP = 19 : TOP 194.9 , ~ ` ~F ~ , M' Z Z J Q n f ~ I F~ ~ _SS~ i NSF' ~ ? 2F - ' TOP = 193.56 ' [NV [N = 2 [NV [N = y82.53+ ~ / \ 1~~ Sg-•~~ o ~ ~ Q NO-Oily = 182.4 / / \ \ ~ ~ SS - ~p O V U m I ti I SCOUR .HOLE ~ r Q - N EX MH C tiF / \ / L ~ ~ ~ _ I~ ~1N I E~).~ 82.46 u m TOP = 195.69 F ~ (SEE -0ETAIL / 5 , , ~ ~0 `~0_ ~ INV`HF}T-~~f82.42 t r [NV [N = 185.11 / I THIS SHEET! ~ ic' ~ JQ4~ 2 ~i"'.--~'•\\ , RI - ~ _ \ / W rr~` _ ~ i/~ ! ire ~ ? F \ ^ , ( ' [NV OUT - 185,07 ~ / 1 k _ , / i = m ~ ~ i `1 ~ EX MIT', 1 n \ k/ I SS-- ~ B, p AZEtGH : ~ ~ / / _ IMPACT //g„ ~ Q~~~ z m ~ ~ `SS- fX ~2„ 1-' ig85 SAN. SE ~ yy \~~y m ASS- SS GO PG. 1 WER ES / i ~ / L_ m 50 x 50 CITY OF RALEIGH O,y k-~P -SS.. CO ....,3}g MT. ; ~~.~1•,~/ ~ ~ UTILITY EASEMENT ~ ~ ~ ~T1 PP S , //i ~ / J ~ B.O.M. 1985 PG. 1319. ~ ,Si, ~-"-...1 , ` M , SS-: 55 \ ~ ~ ~ z EX, PUMP STATION Oh ~ ~ 20; _ ~ ~S ~ a F~~ 1SS ~ ~ i i ~ / X MH ..-~''t~CCU-FAB, INC. ` \e, •0 / y 4-__~~ ToP = t .62 PIN 1724.15-62-0945 L ~ 0 aP~/ INV [Dt = 176:79 0 ` ~~iR 0'`r.- / / _ ZONING •IND-1 100 YEAR o ti s ~ sq ~0/ IN U7 - 176.67. USE ~ COMMERCIAL FLOODPLAIN t O S ~ r V. / 3 L ~ F\ ~ ~ROF~ i o ~ V ~ Q ~ F F / / ~ ~ L ~ \ ~ T ' J D ' a / Q Q~ j o o ' ~ ~ ~z ~ ~ o ItiF,I p' i i~ f i / L I ~ ~ ~ a a I, \ ~ , ~ o Oy .3 ~ ~ i 0 _ \ / - ~ ? ' - E ~ \ _ ~ F' o \ ~ ~ Z v, + Oy C F 0 m ~ NOTiE: W o > EACW LOT IS REQUIRED TO OBTAIN AN APPROVED ~ V m m / STOIRMWATER MANAGEMENT PLAN FROM THE CITY ,rr r t ~ o , ; o? OF RALEIGH PRIOR TO SITE DISTURBANCE W Q N ~ J m `rp (0 / _ YY L x 0: m A"~D Z r ,oC1 /'o,, W N U \ - ~ I ZONE i IMPAE a c \k IMPACT ,A„ ZONE i IMPACT ZONE 2 IMPACT , ~~*~`~•~"~ss~(~••://?fj+4 0 a \ INNER 30' OI INNER 30' OF OUTER 20' OF TEMPORARY. TEMPORARY- ~~-'7 ~',~;9~~ o a STREAM IMPACT AREA OF STREAM NEUSE BUFFEI z m \ PAT NTH ( N. FT.) MPACT tSO. FT.1 ISO. FT.) NEUSE BUFFER NEUSE BUFFER STREAM IMPACT AREA OF STREAM WETLAND IMPACT ~ ~'a ~~~Y~~~'j`t'•^a : lR ~ ~ J ~ °`R .w g6 ¦ ~ a SEAL • . ~ i tSO. FT.) tSO. Fi,) LENGTH iL1N. FT.1 IMPACT iSO. FT.1 tSO. FT.! _ T o v ~ \ TYPE IM C LEG LI I t `•41 M ~ 23U12 ~ a 8,545 4.631 40 160 N/A 11~( t~ ~j:. i ~a W m STREAM/ BUFFER 148 613 8.545 a. r k o ~'~9 •9 • FH ~Q • a W p ~ ~ c ZONE i [MPAC ~ ~ a IMPACT 8" INNER 30' 01 Z NNER 30 P OF Oll ER 20 F OF TEMPORARY TEMPORARY L (NEAR WETLAND LINEAR WETLAND [A4~~~10""~~JSrt?%lar;~~J'?~tXY} •••,~~0 •y ~hll ~•~1```~~', ti C) z STREAM IMPACT AREA OF STREAM NEUSE 9UFFE! NEUSE SUFFER NEUSE BUFFER STREAM IMPACT AREA OF STREAM IMPACT LENGTH IMi?ACT AREA •~~~b4Vnp~0$'. TYPE IMPACT LENGTH (LIN. FT.) IMPACT (SO. FT.) (SO. FT.) N N I (S0. FT.) (SO. FT.) LENGTH (LIN. FT .I IMPACT (S0. FT.) (LIN. FT.) C30. FT.1 WETLAND N/A N/A N/A co w Z N/A N/A N/A N/A 26 65 SCALE IN FEET `W U. I- O 0, 30 60 120 180 240 in UJ Q 9 R:*2006jobs*06777000-)KConsiruction*Stream Impact Map (Overol`I).dgn z r = 0 w z z w Y 1 l~ DWQ PRE D~/ELP `ENT DRAINAGE AREA SUMMARY Z o ~ ~ x ~ z m 1 DRAINAGE PATTERN SUMMARY w ~ o TO DRAINAGE POINT #1: DA#1 Z w z 1' a ~ - TO`DRAINAGE POINT #2: DA#~ ' o _ ~ \ ~ T4 DRAINAGE POINT #3: DA#~ o o r>~ " V ° ~ ~ I, ~ N ~ ~ w ~ ~ ~ a ~ z _ ~ ~ TO DRAINAGE POINT #4: DA#4 ~ ? N w , \ - Z + = _ ~ ~ i~ ~ n Q W ~a , , w _ _ ~ -`1 ~ ~NV~ ~ ~ . y _ a ~ v 0 LL! o ~ Y w _ _ w WW~o I ZZ~,Z~,~ ~ ~ Z - ii t ~ ~J~~r z r/' 1 ~ ~ ~ _ _ 1 ~ ~ oaC OWC o ~ U n ~ ~ ~ - 7 J ; \ i o ~ ~ u7 p d1 ~'`'N6Lp+' _ , A- I i WYE n? ry a ~ ~ ~3 0= z / a ~ ~ , ~N ~N Z.~o o ~ W 1 NUJ ~ _ O~~F~~ ~~~-p a ~ ~ W ~J~~~~ z nT =W~GD Z ~J ~ F- J r ~ _ c l / j ~ o r Y/~Q~Z~ r ZtW=p: o ~ , Z ~ _f i ~ _ ~ ~=ate'; 1 ~ O p 0~ J M r cMO M' i- LL W V . w i _ ~ o , I m a , ~ J . _ ~ C~, w a J 1 o J; _ -_i / z ~ w , = / o t. N Q _~b , Z w , F- z , ~ : ~ ~ Z / Q a ~ ~ ss N W , -P ~ _ r 1 ~ ° / ~ r ~ W } ~BA~1~ D a ~ Q O o a ' U ~ ~ ~ Z ' , ~ \ ~ - ~ ~ _ ~ J l~ ~ \ m Z F"" ~a Z m Q ~ ~ ; 1 I ~ _ - - ~ ~ ~ 1 o ~ ' " c W Y ~ ~ ` ~ ~ ~ ~ a O / t-- k 0 w ~ / i m~ ~ i m No ~ o ~ i --,-ice N W $ --.1 a - / P / _ r ~ ~ r- ~ ~ / / ~ r, 1 t _ / . _ ~ ~ ~ N DA B ~ Z ~ J m 0. a \ / r I o ~ AR I ~ 1 ~ ~ ~ .V V Z / ~ / ~ ~ - ~ D w \ \ ~ Z Z _ i 1 ~ ~ ~ ~ 0. o LEGEND ~ ~ 4 J ~a O V HYDROLOGIC GROUP 'C' SOILS ~ 'J ~ _ / ~ ~ ~ z ~ z ~ ~ / f / NOTE: ALL OTHER SITE SOILS CHARACTERIZED AS HYDROLIGIC GROUP 'B' O ~ z o . j ~ / I ~ i r.r ~ ~ 1 ~ , li i W z3 W= w f 1~./ Q ~ ~1 ~ ~ 1 -y ~ \`p'\ ~ i _ ,.:ter., ~ ~ ,,v ~ ~ \ a _ a W D . ~ ~ DP 3 ~f Y Phi~?~VJ A 141Ir LU CI'1f6.o1Triu~~I3 DP 1 N a Z / L ~ O L 180.20 Z HEADWALL TO O X Z N N. Q 0] SCALE IN FEET ~Ul r~' 0 p O 0 50 100 200 300 400 W fir/ r 1 p N 0 ti z r a w z z DWQ PEST DEVELOPMENT DRAINAGE AREA SUMMARY w Y Q Z a o ,,,y x z DRAINAGE PATTERN SUMMARY ~ ~ Q TO DRAINAGE POINT #1: DA#1, DA#1.2 m 0 0~ w rrtr«~ ~ ~ TO DRAINAGE POINT #2: DA#2.1 o / tT e ~ ~,n o j ry z t ~ Q _ ~ _ TO DRAINAGE POINT #3: DA#2, DA#31, DA#3.2 DA#3.3 z ~ / ~ ~ ~ - _ 1 e n N ~ p _ . TO DRAINAGE POINT #4:. DA#4 ~ N 1 ~ z n N w l ~ ~ - Z oZ 3 o ~ ~ ~ ~ PAST DEVELOPMENT DRAINAGE AREA IMPERVIOUS % SUMMARY "~~o a ~ ~ w 0 a w ~ ~ _ ~ i ! / w Wo= Y DRAINAGE AREA: DESCRIPTION IMPERVIOUS PROPOSED TREATMENT: 11J z ~ a ~ ZW ~ Z Z ~ z I DA#1: ONSITE OT A 0.0 NONE CURRENTLY Z w ~ °~'N° L REA; (BY LOT) Z M s~ ~ ~ i W~aw~,; m o~ ° @ c u... ^ DA#1.2 ONSITE STREET AREA 70.2 INGROUND BIO-RETENTION ~ Z °O ' - ~ ~ ~ 'PRIOR TO INLET (PREFORMED. ~ W w Y o ~ ~ SCOUR HOLE AT OUTLET) ~ ~ 3 0 d 3 Z NrN(~ 01 :R a OZ~N~J DA#2 OFFSI7`E AREA ONCY 18.4 NO TREATMENT (BYPASS TO ~ ~ W T a ~ ~i & ~ 1. (BYPASS) CREEK} ~ ~ ~ n ~ Z J _ .I =W~ao ~ ~ DA#2.1 ONSITE LOT AREA 0.0 NONE CURRENTLY:{BY LOT) w a w ~ ~ Z=Wok, z ~ r-'~ DA#3.1 OFFSITE AREA ONLY 23.2 NO TREATMENT (BYPASS TO N o ~ w u, Q ~ ~ ` (BYPASS) (CREED Q Or M w ~ w m ~ a Yi V~~~IL a ~ \ ~ DA#3.2 ONSITE COT AREA OA NONE. CURRENTLY (BY CQT) m w 1 ~ _ 'DA#3.3 ONSITE LOT AREA 0.0 NONE CURRENTLY (BY LOT) a 1. ~ t R; -E. z ~ w , DA#4 ONSITE8~OFFSITE STREET 66.1 INGROUND B10-RETENTION N ® ~ ~ ~ ~ ; AREA (TO EXISTING OUTFACE) PRIOR TO PROPOSED INLETS a ~ - ~ to NO TREATMENT AT EXISTING ~v~ 1~- 3 ~ ~ ~ \ ~ W RE~ ~ ~ ~ , INLETS (NO DEVICE PROPOSED o z ~ ; ~ ~ , ~ , AT EXISTING OUTLET) ~ a OFF ITEM 1 o w IMR ~ _ ~ o ~ ~ B ~ ~ ~ 0 ~ ~ ~ z ( 1 Q Q ~ J 7 \ I Z ii. Il. d i f ~l _ r i Z ~ ~ ~ ~ ' ~ ~ ~ ~ ~ . 0 ~ ~ ~ ~ 1 ~ m r i J _ ~ ~ , ~ ~ I ! ~ 33 t~ ~ W m o / o ~ o / o ~ ~ ~ ~ k 0 W ; ~ d ~ . W ma _,J,,-- w , N ~ o ~ ~ r,' o . ` ~ N ~ r w ~ , it ¦ ~ ~ ' a \ j ~ N ~ h ~..y, z ~..ti - ~k ~ 5 2 ~ W o - o a - „ ~ V , w ~ , t ~ . z ~ _ a- ' i . ~ / ' g \ _ N _ ~ ~ Z ~ _ - ~ _ ~ ~ - - ~ , 1 ~ 4 Z l ~ ~ p~ ~ , , s' ~ , ~ .Zoe ~ SON ~A , r ~ ~ ,~~I aew , ~ _ o. ° ~ ~ ; . ..n,. r . w ~ ~ ~ - ~ ~ i r r ~ a , z. ~ , fi 5 ~ ~ ,1\ _ 00~ G ~ a ~ k~' iti M~ ~ ~ a ~ ~ . A 9+ i O - r' y~1 o ~ ~ , ~ 1 z t. 4M ~ . , ~ , . Q ~ 4, ; Z Qz r r / a P T-DEV o~z )EV ~ o a. B IN D 5 . D ~ D G~ Z o ~ Y , SCOUR. 0 , ; ( . i ~ < g / (SEE DETA ~ --'"`i I , O W Z3 U - \ , to - - ~i - ~ w N ~ .y„ . r w ~ J ~ ~ ~ 3 t J . • w .a m,_ N ~ ~ ~ Z ~ W a AQ C S _J ~ x VIA SEW - a . . w 9 0 - 0 ~L i~j ~ JJJUUU~~~~ O v~ Z ~ Jam..---- . _ /L.. ~ - ~ ~I _ / O ( - ~ - Ndi~ ' trM „ low m z Z 180 20 lil HEADWALL TOP Y Z O X Z N M Q SCALE IN FEET UJ U. O O H V N 0 0 50 100 200 300 400 N . , 7 0 w z z w Y 4. - -13.0--- Z O . ` i ,d _ Z rj ' ~ ~ ~ / I I (A / a ff 1 n m w ~ _ ~ i ~ I I I w ~ z N i ~ ~ ~ l _ . W z / O f. ~ i ,i _ u,,.-- ~ ~ ~ f r~ i Z i i i = i Y O _ ~ I ~x/ I k/ ~ N ' - ~ i I , h h d ; 1. i,~~ i°~ I U ~ is J= , / ' i ~ , / , /\,I i , ~ ~ w , rl W r - - - ~ 18" RCP OUTLE< PIPE ANC ITLET PIPE AND ~ / \ \ / I ~ W 0 ~ ~ w ~ 4rv , ~ - HEARWALL WITH WINGWALL ~I WINGWAILS _ _ ~ ~ ~L _ _ ~ \ \ W W z ~ ~ / ~ / ~ OUTLET' INVERTfLEV =188.a ELEV=188.00 i \ ~ ~ Z Z~~~~ Z N z z ~ ~ _ f' ~ ~ F ~ m r ~ s I W (WIDTH OF PSRM) Z~ ~ w o r o / ~ i i / _ STANDARD/TYPICAL W ~ ~ ~ ~ o ~ d' ~ n I ` 5.0 - \ j ~ PSRM ROLL WIDTH 11 Z ~ ~ i " ~ o o~ - A ~ ~ LLJY~~ - I ~a~~ ~ A ~~"WOE O , r / H ~ .%A i ' ~ / \ ~ r~ 0= I I i 1 ~ ~ , I ~ VN "N(~ r N _ - - ~ O~Jaa~W % i f- i i N ~ ~ a - - I I I I I \ / I i 0 ~ ~ ~ / _ h .PERMANENT SOIL REINFORCEMENT ~I ~ N ~ ~ r MATTING (PSRM): PSRM SHALL' BE ~ ~ ? ~ °D Q o ~ , / ` SEEDED WITH NATIVE GRASSES AT "(n a ~ z o ~ ~ o ' \ / ~ TIME OF INSTALLATION. Z a oc'o o~ w ~ i i, ~ N oa~w N / i' ~ Q r` i I I I OrrJ ' ~ , i . ~ ` i J:'~ ~ Q ~M~~ OO C) . . i r J ! o D' ~ ~ m JJ ,2 / ~ ~ / ' w ;f . . r - I ~ X I X ~ , Q 1 T THICKLAYER CLAS; ;LAYER CLASS'B' RIPRAP~ ~ / I o z WITH UNQERLYII GEOXTEXTIL ~ ~ / ~ H ND \ Cf U ERLYING TYPE 2 w E Fill :OXTEXTILE FILTER FABRIC ~ I ~ ~ ' o (RIPRAP NOT ILLUSI APNOT ILLUSTRATED ON ~ / PLAN VIEW FO Q LAN VIEW FOR CLARITI'): 3 w z r ~ ~ , ~ z ~ ,'A / - - ~ / i ~ / U O P' ~ i y" ~ ~ ~ N W ~ a~ O ~ W } ~ ~r Z Q i / PREf®RMED SC®UR H LE ALAN LAYOUT z a C 0 w n •~J I a O / U r 0 z ~ i O / 0 j w ~ m z ~ Q 2 j` mz ~a W m ~ I~ - W U f ~ ~ n'. ~ \ a / ~ Ol11lETMIBtTEtEV¦teaao w J mQ W w ~ ~ ~ m r,, A ~ ~ - u / ! ~ F- t I a w ~ p Z A.,". r a,.... _ _ ~ _ - T (DEPTH OF SCOUR MOtE? PSRM. N 00L ~I J~ OUILET/IOP ELEV =186.00 INSTAil'LEVELANDELUSH r F,~ ~ Q ~ • I MIN.1'NCK ~ ~ TQp OF RIPRAP ELEV=184.00 WIIN NATURAL GROUND ~ r MIN.1'NCK Z O J L ate' , r ~ DIRECAON OF FLOW---? Q a N fl / r - - - - - ~d NATURAL ~ ~ ~ ~ ~lU ~ NATURAL ~ GROUND I GROUND ~JCI~.~~ o H ~ ~ i / r ~ D ~ \ \ ~-MIN. P TUCK N ~ ~ r Z ' ,rte-~.... / _g 12' 1HICK UYEIt CLASS'B' RIPRAP a ~ 4~- ~ Wf1H UNDERL11NGi1PE'7 _ GEOXfE)RILE RLiER FABRIC N , ~ _ w i - _ 'A ~ / _ 5~ BASE WIDTH - W z i - N ~ ~ / ~w~°` ~ % a° ~ w O PREFORMED SCOUR HOLE CRASS SECTION A-A ~ ~ J CL ~ 4 ~ ~ _ - Q~~ ~ ~ W 2 F O ~ ® _ _ , Z I" J a RUCTION SEQUENCE ~ a z ~ _ . o~z a 0 ~ . LEAVE EROS JE EROSION CONTROL DEVICES AT HEADWALL QUT,~ET IN PLACE V 3 5 UNTIL ALL OF Z 0 IL ALL UPSTREAM DRAINAGE AREAS ARE STABILIZED. ~ ~ ~ c ONCE SITE I,. 0 ~E SITE IS STABILIZED, REMOVE EROSION CONTROL OUTLET W ? ~ PROTECTION TECTION AND CONSTRUCT PRE-FORMED SCOUR HULE AT SHOWN F' W w ON THE PLAN 'HE PLANS. Q ~ w ~LL w o Z ~ ~ O ~ w 4. x 1, ~ .9 : r~~ ~9~y .~,,~g uu Z s vs Y ~y o W ~ Z ~ `rye 4~e. W x CO) ff 1 Z 0 x Z h ~ Q m SCALE IN FEET UA O 0 0 10 20 40 60 80 y M 0 N O