20050060 Ver 1_Stormwater Site Plans_20071008 (2)

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~a:' (FORMERLY UNDERWOOD SUBD ~5-~~~~ 3101 G~~~~~ ~o 3DIVISI01~
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~r`., Public
~j4 Sewer Collection /Extension System
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The City of Rdeigh consents to the conn~tfon and extena(on of the City's public sewer system os shown on this plop. The motertol and
Construction m~thoda used fa this project shot) conform to the
~ standards and sp~ciflcctions of the City's Public Utilities Handbook. .~u' , . CITY OF RALEIGH, NORTI HASES I, II 8c III CONSTRUC
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Publk UUNties Department Permit / k~
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PRIVATE STKEET INSPECTION STATEMEN HE COr~STRUCTIUN ~NSPEC.ION OF PRIVATE STREETS WITHIN ~GNDQMINIUMS, G~;OUP MOUSING, TOWNHOME DEVELOPMENTS PARK> Si,~BMITTED FGR CITY APPROVAL IS THE RESPONSIBILTY OF TH COPIES Or CERTIFIE!~ INSPECTION REPORTS INVOLVING SUBGRADE/AG L 0 P E R . ~SPNAL T UENSITIE~ Ai~i~ THICKNESS, AND OTHER PERTINENT INF0 SI,B!~+T~ED TO THE:: '~~E- CI?Y'S ENGINEERING INSPECTIONS MANAGE DENT
f. Public
a Woter Distribution /Extension System (5-54-04) THIN CLUSTER 0sf ENTS AND MOBILE HOME
The City of Raleigh consents to the connection and extension of the OF THE OI NER/DMOPER. r .
~ ~ City s publk voter system oa shown on this plcn. The materld and ,DE/AGGREGATE BASE. AND
RAY ' Construction methods used for this project shop conform to th• stondords end speciReotbns of the Citys Publb UtUities Handbook. T INFORMATION MUST BE
RALEIGH, NC 27602 '.iR ~A.XED TO (919 831-6339. CONTACT I AND LLC C9' 9) 681 G TO O6`AIN DETAILS OF THE ABOVE REQUIREMENTS. JANAGER AT PO BOX 5900 tA4CT LARRY ANDERSON AT
City of Raleigh OWNER: DEVEL LOCOLAND LLC LOCOLA P.O. BOX 91634 P.O. BOX
Publk UtNkiee D~patment Permlt / F.'• k'r /~~y~~ ~ IMPORTANT NOTE: FE-RMITS FOR THE REMAINING 259 OF THE BUILDII OX 916 3 4 DEVE_LOPMf NT WILL NAT BE ISSUED UNTIL THE ABOVE REQUIREMENTS BUILDINGS WITHIN A
~ , ' /W URII ~LY{1f111 ~ M1~~7u Y{il :MENTS HAVE BEEN MET
~~y+ ANC) A ~E??ER OF AC:~EPiANCE ISSUED.
a ~0 i'
1;y",;.~ NC 2'7 6'7 5 ( PUBLIC IMPROVEMENTS
~ Private : . RALIEGH, NC 276'75 RALEIGH, 1 [phone] CONTACT:9ROB NTS.
. Water Distribution /Extension System 614 -17 3 3 ~ ~ ~ j ~ - ~ ~ ~
The Clty of Raletgh cwa~nb to the connsetlon to its public voter System and ~xtenabn of the private water dlstributFon system oa )BERT P~LANC~ ~ ~ ~:~y~,~~r~ . . 8, 62 62 53
shown on this pion. Th~ materto~ and constructions methods used for ~_v. Ni.~ME~ R! ~'sY ;E 154-163, 164-173 174-205, 206-211 212-229, 230-242 4--1739 101--153
thb project iF?alt conform to the standwds and speclfkotlons of the City ~ Publk Utilities Handbook. ~6--211,
0-2429
qty of Rd~igh 243-253, 254-266 4-266,
Public Utiitks Department Pertnft 267-276 277-29 `E„ ;~-'~LE YES YES 7-296
YES YES
Authaizotion to Construct -'a it ' TE " } I 3498 2227 ?227 0
DOtE _ - - I ; ' ~ WF' ~ 4~ 74 1914
1914 0
Private l_PUk3 c IREf ' ~ , - 3931 2272
2272 0
Sewer Collection /Extension System Pt7Rl ?FY; ^ ~ ~ _ _ ~ _ 3623 1965 1965 0
Tha Gty of Raleigh consents to the connection twits public sewer
' System and ext~n~ion of the private sewer collection system os shown on this plcn. 7Ae moter(ol and constructions methods used for this
project shall co~fortn to the standards and apeciflcotiona of the City's - 1-440 ~ 44o INDEh U1' DKAWINGS
Publk Utflities Handbook. ~-40
CItY of RdeigA
Publk UtHties Department Permit / ~o ~a Rr~~K Q 1. EXISTING CONDITIONS COh1I'OSITE MAP
Authorimtion to Co~tn~ct a vARRY R ~ D. o~ ~ 2. OVERALL SITE LAYOUT PLAN
Dote 3. ENLARGED SITE LAYOtiT PLAN
~0 ~ 4. ENLARGED SITE LAYOUT PLAN
Q pal s o 5. SITE GRADING & DRAINAGE PLAN
~ SUMMARY INFORMATION p1 V~
~t^ DEVELOPMENT NAME: CROSSTOWNE SUBDIVISION o~ o ~ LO 6. ENLARGED SITE GRADING & DRAINAGE PLAN
' LOCATION: INTERSECTION OF GARNER ROAD AND CROSSLINK ROAD OLD o~~,~~
ADDRESS: 3101 GARNER ROAD d~'R~'~ y 7. ENLARGED SITE GRADING & DRAINAGE PLAN
. WAKE COUNTY PROPERTY IDENTIFICATION # 1712235428, #1712047352. AND #1712136974 974 ~ ~ ~ 8. INITITAL SITE EROSION CONTROL PLAN
ZONING DISTRICT: R-6 AND R-10 2
TOTAL ACRES: 44.285 ACRES ~ 9. INITITIAL ENLARGED SITE EROSION CONTROL PLAN LEAN
TOTAL ~ OF LOTS/UNITS: 143 SINGLE FAMILY LOTS + 53 TOWNHOUSE LOTS b' INSIDE CITY LIMIT? A PORTION OF THE SITE IS CURRENTLY WITHIN THE CITY LIMITS, A
PORTION IS NOT. AN ANNEXATION PETITION WILL BE SUBMITTED SITE 10. FINAL SITE EROSION CONTROL PLAN
' 4 , LINEAR FT. IN PUBLIC STREETS: 7051 LF a 11. FINAL ENLARGED SITE EROSION CONTROL PLAN
SQ. FT./ACRES OF RESIDENTIAL STREET R/W: 6.849 AC
SQ. FT./ACRES OF THOROU(3Hf ARE R/W: N/A 12. OVERALL SITE UTILITY PLAN
FOR SUBDIVISION AVERAGE LOT SIZE: 6.100 SQFT 13. ENLARGED SITE UTILITY PLAN
MINIMUM LOT S1ZE: 5,000 SQFT ~o~~a
~ TOWNHOUSE LOTS: 53 UNITS: FOR TOWNHOUSE: # 18R UNITS: 0 28R: 53 3BR: 0 48R: 0 14. ENLARGED SITE UTILITY PLAN
MAXIMUM BUILDING HEIGHT: 28 FEET .h.
OFF-STREET PARKING REQUIRED: 111 PROVIDED: 128 1-s- A~
f BASIS OF DETERMINATION (1 SPACE PER 2.0 SPACES PER TOWNHOUSE UNIT (53 X .X
2.0 = 106) + 5 HC SPACES ~~/-~r 7~Tc~77~ ~h~
~ - ~ T7~T r 7f LPiTG~l7~'~~1T1~A ryri L'1TL~Z1ZSI f
w J VICINITY MAP
J W 18. PLAN & PROFILE GROVE CREEK LN
ca ~ (NTS) 19. PLAN & PROFILE GROVE CREEK LN
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t` W 20. PLAN & PROFILE HASKELL DR & MAYPEARL LN •
~ Q
21. PLAN & PROFILE BLUEGROVE RD & BRUMLOWE LN LN
N A T TEN T/ON CONTRACTORS 22• PLAN & PROFILE SKINNER DR
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ri UTILITY INSTALLATIONS AND OTHE OTHER PUBLIC 23. PLAN & PROFILE SKINNER DR EWALKS AND HANDICAP
~y O O'i The Construction Contractor responsible fa the extension of woter FAC~IT~ES, INCLUDING SIDEWALK and sewer, as approved in these plans, is respons~le for contac,~ina ~ T~ ~ CONSTRUCTE the Cen trot Engineering Deportment at 831-68, 0 , and the ~~~~FIE~ BY CITY CODE. TH RucTEO oN n~~ srRE~s 24. PLAN & PROFILE SKINNER DR
iDE. THESE FACILITIES w
~ o PREPARED BY: t~VE BEEN APPROVED BY THE Pub/ic Uti/ities Deportment at 890-3400 of least I~ND SHALL BE SO INSTALLED U twenty-four hours prior to beginning any of their construction. ~S A~~ORIZED BY WRITTEN APP $JINRARY SEWER EASEMENTS AR f a t e s, P A PRIOR TO FINAL ACCEPTANCE. rHE cm' ov an~eicH 25. PLAN & PROFILE FRINKS ST
n m cn .LED UNLESS A CHANGE N APPROVAL. PUBLIC 26. PLAN & PROFILE CAMDEN I c
ITS ARE TO BE RECORDED
Aiken & Yelle ~ssociat ~cE. PL_1'~ P~ PROFILE OL'TF_1LLS 1 &
Professional Engineers & Land Sur ~T ~ W FOIIUre to notify both City Departments in advance of beginning Surveyors construction, will result in the issuance of monetary tines, and
'~8. PLA\ a PHU~'ILE UL'"1'F'~LL `3 2W
require reinstallation of any water a sewer facilities not inspected TRANSPORTATION SERVICES:
3755 Benson Drive oa o result of this notification fviluro. PUBLIC UTILRIES: 29. DETAILS
o Raleigh, North Carolina 27609
M ~ 3 D1 ~_A'y'y_~~~9 L'sv. D 1 ~_A77-~~7~ ~.y~ Foilul'e to call for Inspection, lnstoll a Downstream Ptu~. ham ~~E~ATION ENGINEER: 30. DETAILS Ao~
vi u v i vvuN A- MAL. v i u % if i uu I u Pgrmitted Plans on the Job site or any other Vrolotion of City of
E-mailp • Raleigh Sfandords will result in a Flne and &,U&?Lg fxg&skn PLANNING: 31. EROSION ? i 1
. O 1r•m future work in the Clty of Ro%igh. .41
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~ ~ / MOIr OR r ;.V~ r - j~ MAR Y - r i d~ 1 0J ~ ~ ~ DO 824 PO 1 _ am 1981 PC F
,1 4 k ~:i "fin' eft ~ . Y'; : 111 A Y ~~4' . 1~ ZO' f11pNT YAllp $YMCK h ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~wv- LAW MX-
AB ~f0~l7~' PC 785 M PIM• / 1lf 20650 ~ww ~wr '8S 10' MIr~N~I, /0' FROIR SQ AND UfAR AOOI~AIE 1 ~d 116 ld7 ~ \ ~ ~ \ ~ ~ ~ ~ ~ ~ ,h t
0 Ali 1~ ~ IN~I tdd ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1
jc S ~ , ` I;,, tN ,f 1 Aoo~cn~ ~+arM r,~ ~ ~ ~ ~ 2b~ 224 ~ ~ ~ zo~wo ~ ~ ~ ~ ~ 1
1 ,Y?. i ~ ~ ~ ~ J ~ ~ ~csr R- ~ ~ ~ ~ r ~ ~
, ~ uNc u~ ao~nt t gad it ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ rl ~ ~ ~ ~ ~ ~ ` ~ ~ ~
~r , ~ n. ?,t. s~oc ~a t~ ~ ~ ~ ~ ~ ~ ~ ~ ~ w ~ ~ ~ ~ ~ \
1 ~ r ~ ~ , ~ ' ,~iE , ~ . . ~{nf,, fit, l' ~ 4 ~~y(~ t ~ 1":-~ ~ i v v ~ ~ ~ ~ t ~ ~ ~ ~ \ J ~ ~ ~ ~ ~ 145 ~ ~ . ~ ~ ~ ` ~ ~ V ~ ~ ~
1F , . ,4~p'4., ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
¦ Yt.VY, 1 173 ~ ~ ~ V 22a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~
~1 ~J y•. Y Ot. 2a0 ~ ~ ~ ~ ~ ~ ~ ~ 2'44 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~J. 4~ r ~ ~ ~ ~ ~ ~ ~ ~ ti ~ V ~ ~ ~ ~ ~ ~ ~ ~ / t4 .
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~.Wbr j fi LINE TABLE L ~ ~ nC ~ 241 ~ < ~ ~ ~ ~ O \ \ \ /
LINE LENGTH BEARING r ~ ~
' ~Y CL Ll 105.06 S72'42'23'W ~ ~ ; ~ ~ ~ ~ ~ \\40 \ ~ ' \230 \v/ ~ ~ \ ^ \ \ \ \
CL L2 200.31 N72.42'23'E N ~ . ~ OW OR FORMEXY Cl) JEW UPPER C"~ w
CL L3 402.33 N72'42'23'E ` / ~ e~? ` Q ~ C \ J` ~ ~ ~ ~ ~ ~ NEW UP V O ~ > / ~ ~ ~ ~ ti ~ rya: ~rn ~ ~ ?Obl CHURCH / OMNI T^
~ CL L4 17.P0 S75'26'S7'E ~ J ~ ~ J ~j ~ v108iTl 0
4 ~i~ 4 a, J CL LS 257.74 S75'26'S7'E V i ~ CL L6 162.18 S75.26'S7'E C ~ Q~ / mowr
'i cENERn~ coNSrnucno~ Notes: CL U 228.01 S83'38'06'E \
CURVE TABLE CL L8 24.09 S52.37'20'E v ~ / , ~ ~ ~ J ~ ~ ~ ~ ~ ~ I~EMTER E 1, It ~ a a r
1. ALL CONlSTRUCT1pN SHALL CONFORM TO THE CURRENT CITY OF RALEIGH AND NCDOT CURVE LENGTH RADIUS IDIUS DELTA TANGENT CHORD CHORD'DIST CL L9 165.21 N17'12'S9'W C O ~ ~ STR I
STANDARD DETAILS ANp SPECIFlCATIONS. CL C1 42.27 275.00 a~' _ 2. THE YOPOCItAPHY MID BOUNDARY SHOWN HERE ON WAS PROVIDED 8Y DEWBERRY AND CL C2 110.57 275.00 75.00 08.48'24' 21.18 S77.06'35'W 42.23 CL l10 101.32 N17.12'S9'W \ / 75.00 23.02'16' 56.04 N86.58'OS'W 109.83 CL L11 45573 N75'26'10'E v ~ ~ 00.00 08.11'09' 35.78 S79.32'32'E 71.37 ~ Z•°+ _ / DACE ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ FIELD LO~ATE
DAMS, INC. CONTRACTOR SHALL VERIFY TOPOGR/~HIC CONDITIONS PRIOR TO CONSTRUCTION. CL C3 71.43 500.00 N~ ~ ~ ~ ~ _ ~ \ ~ \ \ SPACE
"~,f~~, 3. ANY DISTURBANCE OF MORE THAN 12.p00 S~ REQUIRES THE ISSUANCE OF A GRADING CL C4 14a85 275.00 PERMIT BY THE CITY OF RAt.EiGH INSPECTIONS DEPARTMENT. 75.00 31.00'46' 76.30 N68'07'43'W 147,04 CL L12 7.89 S8S'06'S4~ E ~ v / ~ ~ ~
' 4. ANY ROADWAY CROSSINQ OR ENCROACHMENT IN'PD THE NEUSE RIVER RIPARIAN BUFFER CL C5 16.97 50.00 CL L13 76.70 NIA 35 28 W 0 ~ > ~ i0~00 19.2656; 8.57 S85 ~09~3$'W 16.89 CL L14 45.13 N04.53'06•E ~ ~ / O / o
MALL REQUIRE PEQMITIIMC BY NC DWq. y CL C6 23.40 99.50 ` ~ 5. /1NY L~ISTURSAN(~E OF. MORE THAN 0.10 AC OF YME7LANpS WILL REQl11RE ISSUANCE OF A '9.50 13 28 34 11.76 SOl 51 11 E 23.35 CL L15 134,87 t~4.53'06'~ "10`
NATIf~I yY~E 3~ PEE~IFT BY RiE US AR~1Y CORP. OF ENt~N~ERS. NO WETLANDS ARE ON SITE. CL C7 44.63 275.00 75.00 09'17'56' 22.37 N09.32'04'E 44.58 CL L16 257.67 N04'S3'06'E ~ O ~O l291 ~ ~ ~ O /
. 6. A COI~APLETE COOROlNATE US~1N6 AND AIJTOCAD RELEASE 14 DRAIMNG FILE ARE CL C8 388.60 275.00 75.00 80.57'53' 234.73 SSS'S2'~7'W 357.07 CL L17 12. N04.47'29'E ~ ~ D0.00 10.20'12' 27.14 N78.28'00'W 54A5 Cl L18 100.00 NQ3.38's3'E L 1 0 ~
AVAl1.A8l.E UPON REQUEST FROM TH15 FIRM. CL C9 54.12 300.00 7. ?H~ CONTRACTOR SHALL LOCATE /ltL U.'flLiilE3 PRIOR TO COMIrtENCEMENT OF GRADING
~ ACTIVI'I'fES. CONTACT ULOCO AT 1-800-632-4949 FOR FlEL~ LOCA?lON OF UNDERGROUND C10 603.51 300.00 y Cl Cll 7.94 275.00 D0.00 115.15'43' 473.29 N15.40'02.1~ 506.77 CL L19 383.29 S63.38'fl6'E 4 01~ 75.00 01.39'14' 3.97 N42.47'27•E 7.94 CL 1,20 242.33 S83'~8'06'E '06s•~'
~ . ; 8n CONTRACTOR SHJILL BE F~SPONSIBLE fQR FIEtD VERIFlCATION OF ALL EXISTING UT1UTiES. Cl C12 419.03 275,00 75,00 87.18'16' 262.36 N87'16'll'E 379.65 CL l21 1 .13 S41'S7'S0'W Y . ACTIVE' OPEN' 3PA(~ . .
~ " " . ~ IF OIAIrGtES ARE FOLlMD CONITRACTt)R SHALL NOTIFY E~IdMEER p~N?IEpIAIELY. Cl C13 168.36 275.00 75.00 35.04'38' 86.91 S31.32'22'E 165.74 CL L22 19.27 S41"57'S0'W ~ a Cp~ - - - - ' . ' ' , , . , . ' ..................BRACE • N07E ~.3 • - . ~ ' ~ ~
9• ALt~.-t:URB /WD GUTjE1t '61W SITE IS STANOARD14' CURB AWD R~ i1N1.ESS CL C14 138.92 275.00 '~,:w y O1HERiNISE NO DIN TYPIGN. SECTION. ALl GUTTER SHONM NATHIN PUBLIC RIt~iT-OF-WAY CL C15 116.03 275.00 75.00 28'56'37' 70.98 S33'S6'23'W 137,45 CL L23 120.47 N16'12'38'W ~ / , 75.00 24.10'32' 58.89 S07.22'49'W 115.18 CL L24 100.00 S45'18'20~W
SHALL' 8E STANQA~Rp 30" CURE AND GLITTER. REFER TO SECTiQN DETAILS ON SHEET 2. CL C16 20 ,00 275.00 ~wt~
; ~ 10. ALL pIlAEK3i1C1P1$ SHOMM ARE TO BACK OF CURB. UNLESS OTHERWISE STATED ON PLANS. X5.00 42'05'08' 105.80 N16'20'07'E 197,49 CL L25 111,85 S41.57'S0'W ` ~ AC11VE OPEN SPACE NOTES: NOTES:
. 11. AU. PAVEMENT ON SITE SHALL BE IN At;CORDANCE YNTN SECTION DETAILS ON SHEET 2. CL E17 22.01 27gA0 'k~., ~ * 12. THE SLt~P£ OF, ~IAtJOtCAP PARKING SPACES SHALL NOT EXC£EO 1/4" PER FOOT. THE CL C18 79.02 275.00 ~gAO 04.35'09' 11.01 N39.40'15'E 22.00 CL L26 32.38 S75'S9'57'W / / CENTERLINE I I 1. AREA RESERVED FOR f4 STREAM ~'~~+nY AREA FOR POSSIBLE FUTURE
a+ ' ~ LA7Ef~A! SI.O~E OF wi1~WAU( SHALL NOT fX~ 2x w t,. ~ CL C19 84.34 275,00 15.00 16.27'49' 39.78 N50.11'44'E 78.75 CL L27 183.19 S06'21'54'W SAO 17.34'18' 42.50 N67'12'48'E 84.01 CL L28 454,65 S41'S7'S0'W (FIELD IOCA Dy ~ OR (4000 SQ FT IMPERVIOUS FUTURE EXPANSION BY HOAGIE
~'~,ti,r 13. UNLlSS a~R • NO'iED ~i,L PROPOSED SPOT ELEYATIONS ARE TOP OF ASPHALT OR ~ FlN~~~, y~~A~ ; CL C20 170.86 275.00 75.00 35'35'56' 88.29 N24.09'52'E 168.13 CL L29 130.81 S46'26'40'E "a"' ~r . / OYM~lER ASSOClAT{ON (0.122 (0.122 ac.)
b'" = ,a 14. REFER TO ARCMT~C1URAl. PLI1N5 FOR BUILDING [31MENSIONS AND FEATURES. MARJORY • / 2. 40' VY{pE AREA RESERVED :SERVED FOR POSSIBLE FUTURE 10'
~ ~ 15. t~fER TO PbU1~iBU~10 PUNS FOR LOCATION OF U1ILITY CONNECTIONS TO BUILDING. TONING REOLIR~uFNTe McGRADY / PEDESTRIAN ACCE$S (0.138 ~ 3. AREA RESERVED AS MAN 5 / ~ POSSI~E FUTURE AC11VE RE (0.138 ac.) 1S MANAGED OPEN SPACE FOR
'tim'!,~~ ~ ~ : 16. ALL SANITARY SEMIER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF - - - ~u MANH~E TO CENTER OF MI~tVHOLE. lE~lT.~ oe roan x gas an~~: »>2o~sso ;TiVE RECREATION AREA (1.530 cc.)
r ~ ~ 17. CONSTRUCT AL{. SANITARY SEWER MANHq.ES FLUSH TD FlNAL PAVEMENT GRADE OR AS 1 • TOWNHOUSE RESIDENTIAL DENTIAL DEVELOPMENT AND SINGLE FAMILY DEVELOPMENT
" ~ ~ SHOWN IN NON-»PAVED AREAS. ALLOWED IN R-6 do R-1 ~ ~ ~ ~2. AAINIMUtd SETBAiCK FROM 18. SEWER LATERALS TO BE PLACED AT A htiN~lUM SLOPE OF t~ ON 4' LINES AND 0.57 ON ~pM RIGHT-OF-WAY - ~~a ~ 6" LINES. CLEANOUTS SHALL 8E PtICCED AT 'SO' .INTERVALS AND AT BEND POINTS. ALL 3. BUILDING HEIQ~FITS SMALL do R-10. M, FROM PUBLIC STREET: 20' ME4SURED PERPENDICULAR / / 0
WAY -REAR YARD SETBACK FOR TOWNHOUSE. BUILDING SETBACKS -SIDLE FAMILY GENERAL NOTES R-10 AND R-6
~ `~~L, i CLEANOUTS !N PA1~Ep AREAS SHALL 8E APPRO~EO LOAD BARING TYPE. 4 ~q_Upp~ gq~EM 1 Wi11FR MNNS 'SHALL HAVE ,A (~IMUA1 3 OF COVER. SMALL 8E UMRE~ TO NO MORE THAN 2 STORIES (28 @ASEMENT OR OTHER FOUNDATIONS.
f ~ ~ g 20. STRIJCT ALL FlRE HifDR/?lii5 WI1H SASE FLANGE SIX FiES ABOVE FlNAL GRADE. 5 MINIMUM OPEN SPACE: i * 21~~~~ Cp+ITRACTOR 1S RESPONSE FOR INSURING POSITl ~RMNAGE TO ALL STORM STORMWATER CONTROL St g fig, REGULATION 10-2103(6) 'ACE: 18 7C OF LAND AREA 0.95 ACRES MIN. 1. THE CON1itACTOR SHALL HAVE A COMPIEIE SET Of CONTRACT DpCUMENIS AS FRONT YARD NEW BLACK F wEU. As ~ ~tovN.s ~rD E~SEwENTS oN n~E ,iw s~1E ~r rn~ES. FRONT YI~RO EXtSTff~IG BLOCK FACE 10 FEET >
TROL SMALL BE IN ACCORQANCE WITH GROUP HOUSING ~
~ , 1D 6. MINIMUM REQUIRED ~11LD u~ 22.. AU,: StOR1~1 MATER CONTROL MEASURES AND BIMIP IAEASI)RES SHOWN HEREON SHALL BE 7, :103(6) AND CHAPTER A PART 10. - aas D ~IILDING SEPARATION ENp-TO-ENO IS 10 FEET. ,r 2 1nP0dtARNC N~IFpIMAItON 8Y UpAR~ NOR1H CARal1NA FL00011APPWG SIDE YARD PRO(~t/w. wMIwCNCfLdo01~/~PS.COM. A~CiGREGATE SbE YARO 220 FEET 15 FEET
~ MINIMUM BUiIQiNG TO BU vim' CONS~RUC?~O. W ACCOt~ANCE WITH NCDENR ANO CITY OF RALEIGH STANDARD SPEGFICATION 8• ~A~N~MU~1 gU~LQING SETBA ANA bET,AiL.S, ; TO BUILDING SET BACK FOR TOWNHOUSE tS 10 FEET. P""K11° ~ P'~a~a CORNER SIOE Y11R0 a cON7RAClort S1u~LL eE ~ONSIBLE Fae T11E RECONNECnON of o1Sn1RBEn REAR YI1RD 24 FEET
SETBACK FROM VEHICULAR SURFACE AREA IS S FEET. ururr s oroouH~o w~n~ a ?+ouRS aF n~ ~~n sa~v~. 20 FW
' E ~ 23. 5fE0 Atl AREAS ~STUR~D 8Y COMSTRUCTiON, AND NOT NdDICATED TO BE PAVED OR PLANTED. ~1 COMPIETtON 'OF g2A(,~L~ AC11M11ES. USE REBEL 3 FESCUE IN ACCORDANCE CON1ltACT~OR SHALL NOTIFY USERS 24 HOURS PRIOR TO P06S~LE AGATE FAINT RENt Y11R0 IN7EfiRUF~710NS OF SERNCE. 4t) FEEf ~ w
°+~~d " 0 1MTFi 9EEOMIG SCHEDULE pal DETA~. SHE~TS• SITE INFOR6A/?TION - TOWNHO ~ r; r'. 24. THE RIGHT--OF-WAY SHAk~ ~E~ ~cAtREG 11ND taFtU89ED MA~FNN 50' OF ALl RESIDENTIAL TOWNHOUSE /GROUP HOUSING ~w~o'vnrT o~so~ ~x ~ 4. OONIR1ICTOR SF1ALL MAKE EMERY EffptT TO SAVE PROPERTY NlONS $-r~
c`~r OR RESIDEN7)AL COLLECTOR f MANS. THE RtOM7-QF-WAY S'FII~L BE CLEARED ~dVD BUILDING SETBACK FROM VEH c~ GRl1BB~D VYI1~i1N ,1UQ' OF Al.t;Nt~~S1~ET INTER~'CTIONS. TOM~trH0U9E IPfi~RNAL SUBD r z 25. TtfE GONSTRUG~N iNSPEC QF l~RIVATE 5?Tl~EE75 WITHMI CLUSTER UNITS. r~~-s o~'K~r MONt11~M'15? O71E!! PE~AMENT POMlS NrD IVES OF REFERENCE AND H w ~
trr OM VEHICUUR SURFACE AREA = 15'. u"~~°wTw~ ~TA11 i~' x""10"° ~ SUBDIVISION STREETS TO BE PRNATE WITH 26' 'z ?~wv~st~u Of~15'1R11C110N S'i/1KES. P110PE1t7Y 11e0N5. IIOIIUIIEld75. MO OIFQt !!!Un NISfAIl/11~$ IIIO 0t1ER PI~?C a
~r.:.. _ ~ ,BACK OF CilRB TO BACK OF < CONUpA~INWMS. GROt~' Fi~UStNC,, OUSE DEVQOPMENTS /?N4 1?~OBILE HOI~AE PARKS 5' WIDE SIOEWAUC ALONG PRI ~ SUBUIIITTEO FOR q~'Y APPROVAL IS lHE RESAONSI~UTY Of TF~ OWNER/D~VELOPER. OOPIES SPEED UMR OF 15 J~(PH ON ~CK OF CURB UN~S NpTED OTHERWISE. a ~ ~~.~.c ~~r REPLACED YY UCEII~D L/l!O S~tVE1fOK AT 7FE CON7FtAC E7a'piSE.~ Rd's A~ pl NL S~1~E1S
JNG PRNATE STREETS. UNLESS NOTED OTHERWISE. PARKING LOT ~ECTION ".~.c AB OFD 611 tiK OOOE. ~E FAgpEB S. OON7RAC?~t SfU11l RESTptE ~ REAACE N.L SIaS. MA~BO7~Sr OfiVE~MAYS. FMS ~ BY 1iF G1Y ~ ~,E~N W
OF CERTIFIED iNSPEC710N REPORTS IMV~JLVIt~ SU80RADE AGGR~GAIE 8A9E PROOFROLLS, ' I HOA BIANKEf EASEMENT ACR $ AGGREGATE BASE M!Q ASPHALT DEt~fnE$ AND 1HICKNESS. ANO OTHER PERTINENT µ~~~E, , ~pH ON PRNATE STREETS. TYPICAL SECTION (NTS> NT ACROSS PROPERTY FOR ACCESS. UTILITIES, AND FE~KyMrw E7~. QICOt~Ilf1E0. N~ ~~L ~ ~ X1,181 UrfS~ A (~~~iE s Nm+o~ er wn~ ~aw~. pe~c . 6. cartw?ctaR sr+~u ?~sror~ ~u asnx~o nr~?s To E~as~wc c~ SAi1TNltt SE~E1t F~lENIS NE m E ICED
INFORMATION MUST '8E S'IJB~itITTED Tp THE CtTYS.ENC't(+tEERlNG iNSPECZi0N5 MANAGER AT P.O. THERE WILL 8E NO DUMPSTE ~ t~'h BOX 590, RA1.Eldi. NC 27602 OR FAXED TO [phone]. CONTACT LARRY ANDERSON AT INOMDUAL ROLLOUT TRASH C 831-6810 TO OBTAIN DETAILS OF THE ABOVE REQUIREMENTS. AU. TOWNHOUSE UNi1'S HAVE UMPSTER ON SITE. ALL TOWNHOAIES TO HAVE 'RASH CAN. RUBBISH PICK UP 8'Y CITY OF RALEIGH. I ~ ~
S HAVE 2 BEDROOMS. 7. ?tlE SIZE IS LOCATED ON FE11A FLOC MSi1RlltiCE RAZE W1~ (f~l) MO 37~0'171200J DATfD MAY 2, 2006 ANQ t5 NQT LOC/1TEa ~i Ti~E iC0-lff/IR FL(f00PLpf. ~ a
IMPORTANT NOTE: PERMITS FOR THE REbtA1NiNG 257E OF THE BUILDINGS NATHIN A BUILDING SPACING IS MINIMU ~ ` ~ ~ _ DEVELOPMENT WILL. Nq7 8E ISSUED iJNTI~ TF~I~, ~~VE REQUIREMENTS HAVE BEEN A~IET AND A AREA SETBACK. MINIMUM 15' AND/OR MINIMUA~I 40' OUTDOOR LIVING
LETTER Cf ACCEPTMlCE ISSUED. MAXIMUM BtIII.DNiG HEIGHT tS TIGHT tS 28 FEET. ALL UNITS ARE TWO STORY. ~ a. z?+E srtE is w ~?+E MEUSE ~ e~sw ~u+o ~usE r~ 9~ ~ s+ow~ q~IIC lnlirEs
26. IF THE AREAS ~DEStGNATED AS PERWIANEtJTLY PERSERVED UNOiSTURBED OPEN SPACE HAVE TYPICAL UNIT IdOTS ARE SHON _ k ......,......r . ~ TOWWHOME EIW tN+i~TS FUVE ~ fa~ ' tE SHOWN. s~.~E 4' Fr. ~ ~ t~~• iis• > HAVE NO WINDON?S OW THE SIDE. v •~t. L~•~T. R. i/4'/FT~ I ~ ~ a'1 11~ Ste. ?~1~E IrYER 8tiiif7t ~IEAiiat Bl~ 8Y~. MG OCi~it 200 . 9. 57E iNCLIJOEE ~'fLA1~D6 ~IO~t ~'I~p ~EAAQI !Y Si~E. I11G ~
ORY DETENTION POND 1 TO j, ~ Y , M ~ ~ y ANO BINDLE FMHI.Y HOME AS 1 TO BE bWNTAINEO 8Y TOWNHO~IE ASSOCIATION x~ ~r•• ; = r!?' = • ~ ~ 1. • ~ Si OME I~S~OCIATION. ORY DETENTION POND 1 AND S2~1flILK ~TD~R 2~~. R~
,n err . ~ ~ ~1~ &V 92 A' N asZ
WATER QUALITY SWALES TO S TO BE IiANWTAINED BY SINGLE FAMILY HOME XE MME/ SECTION C-C UTIM w JLC 1RL rWWR.Mi MAR ILArrVWWISLU AMU LAM IV " ACfiATY GRADM6 Ot~.Y APB OQ-25 -Q6 FVt ADOMONAL M~'~iAIIMI. _r 9F _v r-
x ASSOCIATM. PROJECT 19• p Y WITHIN WITHIN THE CITY OF RALEIGH. ANNEXING THE REST. ~ mm A EGAfE am CQAtSE GRAPHIC SCAIZ
STORMWATM TO BE TO BE PAID BY DEVELOPER. Q cam
HOMEOWbEft AS molATION DO MON DOCUMENTS TO 94CL.UDE CLAUSE THAT PATIOS RESIDENTIAL STREETS GDw'1lI r El 3us GmK M 4M
R PROVO DECft',,' VOU MT 13E EM 128 P ~~AWD IN TOWNHOLMS• R/ V A B C ,,l E G PR04ADQk 6 HC (1i1~N ACCESSIBLE) SPACES Mr0 50' 31' 15.5' 13.0' 2 1/219 I-2 6• ABC 9.3' ..max uwi a
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f • . A'. ~ ~ ~l fAiAAf PC
rr w:~, ; ~ ~ .fie ~ ~ ~ ~ ~ M ~11a 2M l ~ ~ / / ~ STREAM ~ / 3 r , sws,~a (FIELD LOCATED) ~ o
" ~r x~, Ilwl ~ MMI~ ~ ~r~~. ~ t34 I ~ ~ ~ ~ ~O l~ ~ ~I 2t0 ' 2tt 2 ' '
~ . ~ 'Wr - I ~i ~ ` Q r + 4c
~r k ~v - .w . ~ ~~NAr N 9E WRL Y BRIAN P. R SOA l
m w~ ~ ~ ~ DO 8245 PG 16~t of low PG
r .r' w aow aR ~ae~.r L .~J / I ,sz r ~ ,wf ~ ~I /
M ' ,K^. Y A / l ` uro ~c
w. i• ~ , ~ 785 e
r /1.. ~ ~ ~ ~ ~ A~-f0 t , / ~ uM~ 1~ 1~1
~6 M~ - o ~ - J ~ .c"r o- to ~ f
1 ~ ~1. 7 .t r ,s Noaawc ,.s sw~ rn~r i C - J L ~ ~ ~ ~ ~ ~ too ~ LJ ~ J
~r ~ ~ 1,~ ' ~ , , ~ , , 1 / i
uMo t~ oorw~cwr . PQ 11 , ~ ~ t~ ~
• A . ,r~~:~.y, ~ ~ / \ ~ \ n 215 ! / ~ ~ \ ~ ^ \ ~ , _ _ J r \ \ \ ` \ \ \ ~ \ \ ` l
4 r ' ; ~ d '.1 ``1~ 4~ ; , ~ ~ ~ s~ ~ ~ ~ i W'.g ~ t\ O \ ~ v
fib a,,,r~, 1 rN~.,4^c~.~~ 1 tt9t:.. y~Y P ' 1a r
• i '.e~ . I~ ~V g ' Y ~ J,~~ " .'1 ' } ~~.1 ~qrf •V'
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~O ~ ; ~ ~ ~ ~ .i LINE TABLE ~ , ~ ^ O ~ zs~ ~ ~ zap ~ ~ O ' ,

LINE LENGTH BEARING r O ~ . ; ~ ~ O~ / / ~ Q ~ Zoo ~ u ,
; r CL L1 105.06 S72.42'23'W 1 ~ ~ ~ ~ ~ o~~ ~ 2~ s.s _ , +~a .~o. ar roa ~ ~ < r, ~ J 1 ~ , . , A NFw U ~ ~ ~ ~ \ Pit t x22 . ~ f , ~ OW OR FOOM r
~i CL L2 200.31 N72.42'23'E N "~y ~ i:i../ iE w UPPER KW CHURCH cn
CL L3 402.33 N72'42'23'E 2~t , g~ ~ 10677 K M * 1 "2238=
w,y~1 ~~'.l"y?~"Y.. . CL l4 17.20 S75'26'S7'E ~ J~ \ O ~
`tl1~ y CL LS 257.70 S75.26'S7'E V , ~ ~ w~ CL L6 162.18 S75'26'S7'E ~ \
...l~" ~ ~ " ~ / O ~Q ~ avv+ ~ ~ ~ Ek~E E f
Y.~'~.-,. GENERAL CONSTRUCTION NOTES: CURVE TABLE CL L7 228.01 S83.38'~'E \ ~ CL L8 2 .09 SS2'37'20'E i O ? ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~C S ~R - \ ~ . \ ~ \ ~ ~ \ ~ . \ ~ ~ ~~F~E~~ LOS a ~E ) r
~ CURVE LENGTH RADIUS ~1~~ 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH AND NCDOT 1DIUS DELTA TANGENT CHURD CHORD DIST CL L9 165,21 N17'12'S9'V ~
. STANpARQ DETAILS ANO SPEgFlCATIONS. ~ CL CI 42.27 275.00 75.00 08.48'24' 21.18 S77'06'35'V 42.23 ~ ' \ ~ CL L10 101.32 N17 12 59'V ~ 75.00 23.02'1,' 56.04 N86.58'0 'W 1Q9.83 CL L11 4573 N75'26'10'E v<~ ~ bb~~ ~ ~ / DACE
2. .THE 'fbPOGIRAPHY AND BOUNDARY MOWN HERE ON WAS PROVIDED BY DEWBERRY ANA CL C2 110.57 275.00
•~:'',a'~ ~ DAWS, MIC. t~lTRACTOR SHALL VERIFY TOPOGRAPHIC CONDITIONS PRIOR TO CONSTRUCTION. CL C3 71.43 300.00 . 3. ANA OiS~1RB~NCE 'Of I~tORE tHAN X2.000 SF QUIRES THE ISSUANCE Olr A GRACING 00.00 08'11'09' 33.78 S79'32'32'E 71.37 CL L12 7.89 SSS'06'S4'E ~ ~ ~ ~ ~ O \ \ DACE - - ~ ` ~ ~ ~ " Jl ~ / a r
j'~` ~ CL C4 148.85 275,E ~ ~ PERi1tT BY '[HE pTY Of R t,"~1 rNSPECTtONS ATtTA1ENT. 75,E 31.00'46' 76.30 N6B'Q7'43'W 147,04 Cl L13 76.70 N08.35'28'ti? v 0 ~ ~ ~ f0.00 19.26'56' 8.57 S83'09'38'1~l 16.89 CL L14 45,13 N04'S3'06'E ~ / Q ~
µ 4. lsJ~ RO~UAY OR ENCROACHME ,INTO THE NEUSE RIVER RIPARIAN BUFFER CL CS 16.97 50.00 ~ MALL R~tXi1R~ PERYIT'tN~ NC QWO. Cl C6 23.40 99.50 X9.50 13.28'34' 11.76 SOl'SI'll'E 23.35 CL 1.15 134.87 N0,'S3'06'E O°"°a ~ ~ ~ Q
' S. gNlf ~lS7~AN~ MEiF~ 7H1tN 0.10 A~ OF WETLANpS WILL REQUIRE ISSUANCE OF A CL C7 44.63 275.00 75.00 09.17'56' 22.37 NO 04'E 44.58 CL L16 257.6 N04'S3' 'E ~
, • NA7tON ~E 39 PEFlMT 8~ i#iE t!S AIi~IY CORP. OP ENGINEERS. NO WElLANOS ARE ON SITE. CL C8 388.60 275.00 4J. 8. A C(~iPLETE CO(~RDiNA1E US~1N6 MIC AUTOCAD RELEASE 14 DRAWMIG FlLE ARE 75.00 80.57'53' 234.73 S53'38'37'~/ 357.07 CL L17 12Ag 110~1'47.29'E ` ~ 00.00 10'20'12' 27.14 N78 'QO'V 54,05 ~ 118 1pp.pQ rp •'3g•33'E - ~ ~ / ~J L_J L_J L~~ ~ ~ ~ J
s"~~ , - ViU~,~I,E tlPON REQUEST fR01rt 1F~i .i1l~b CL C9 34.12 300.00
= ~ ~ : ~~iTRACTaDR SMAti. ~JbCl1~ IItJ. ttTIU11ES PR10R TO Ctt~1AMENCEMENT ~ GRADING Cl CIO 603.51 3QOA0 tW.00 llg'15'43' 473.29 N~3'<0'Q2'M/ 506.77 Cl L19 383.29 S83.38'86'E ~~"~0~ ~?em,~ o~~ s~~c~
Ct~tTACT tltACtf AT i-804-632-4949 FOR FlEI.b' lOCA1TON OF UN~ERg20UN0 Cll 7.94 27SA0 75A0 01.39'14• 3.97 N42'~17•L'T'E 7.94 X20 2~~,~ Sg3•~•p6•E '0~ 34.
4~ CL C12 419A3 275,00 ~'1'f~tACT4~R SNAEl. 8E RESPONSIBLE FOt~ FIELD VERIFICATION OF ALL EXISTING UTILITIES. 75.00 87.18ri6' 262.36 1~7•~i'll'E 379.65 Ct, X21 !98.13 S41•S7'S0'V 75.00 33.04'38' 86.91 ~ 8'~2'E 163.74 CL l22 19.27 S41'S7'S0'V _ - ~ 1 ~
LIRE .FOt~NO CONIitACTOR SHALL N011FY EMGWEER tA4A1ED1AlELY. CL C13 1b8.36 25.00 ~ 9. CURS; MIQ t~lJT10! SHOIMV ON SITE IS STANDARD 2~~ CURB AND G~lTTER, UNLESS CL C14 138.92 275.00 75.00 28'56'37' 70.96 •36'23'W 137.45 CL L23 120.47 N16'1P'38'V . 75.00 2.10'32' 58.89 S07.82'49'V 115,18 CL 1.24 100.00 S45.18'20'V
O'~H~~E =N0lED 'IN ~'YPICAI SEC114NS. ALL GUTTER SHOWN MATHiN PUBLIC RIGHT-OF-WAY ! CL C15 116.03 275.00 ~ r aea •c a~ ~
~f ~t1ALL.~BE STp+ 3a"' t~JRB "AND GUTTER. REFER TO SEC'iION DETAILS ON SHEET 2. CL C16 AO 275.00 75.00 ~2.OS'08' 103.8Q N16' '07'E 197,49 CL L25 111.65 S41'S7'SO'V 73,00 04.3g'09' 11.01 N39'4D' S'E 22.00 CL L26 32.38 S75'S9'S7'V 75,00 16• 49• 39.78 N50•~3,'44'E 7$.75 CL L27 183.19 S06 ~ 'S~'V r,~,~.
r - t0. Att. OI~AI lNS ~MOMIN ARE TO BAGS( OF CURB. UNLESS OTHERWISE STATED ON PLANS. a 11. 11t 1~ ~A t' qN SITE SkMll. 8E IK AO~tpANCE WI~FI SEC110P1 DETAILS ON SHEET 2. CL C17 22.01 273,00 ~ ~ ~ h t ti _ ' i . /NBA ~R~ ~t3R t ~ ' ~ a~AU ~ °~r" ~ AREA f01~ P F'1;gTl~ av~ 7?~ ~ME.R ASS0C7A~D!i (0 ~ YZ S A*"e
12. THE Eat . i~E' ;HIWDICAP PARMUtrG ~At~S SHALL N07 ~7(CEEO 1/4" PER f00T. THE CL C18 79.02 Z"f5,00 (0.122 oc.)
` ; ~ UITERAL 5L( ''~F' N?~1LX SHALL NOT E"lfCEfA 2~. ' ' ' " 13. llW.E~ • * N(}'~ED ALL. PROPOSED SPOt ELEVAT1aNS ARE TOP OF ASPHALT OR CL C19 r34 275.00 75.00 17'34'18' 42.50 N67'12'4$'E 84.01 CL L28 454,63 S41'S7'S0'V ~ 2 IC iA1t~~ AR£A RESE~`+IE P£mEST~Aa1 I~CCESS (0.38 ESERAED F ) '
CL C20 170.86 275.00 75.00 35'35'56' 88.29 N24.09'S2'E 168.13 CL X29 130.81 S~6'26'40'E "'0' ~1D1~ MARJO~RY (0,138 AS UMAGED BEEN SP F
14 TQ ARCHi7~CtURAI PLANS FOR BUILDING Qii~1~N310NS ANO FEATURES. ~ a tb. .b~fER Tfl PWM i'IANS FOR LOCATION OF UT1UTY CONNECTIONS TO BUILDING. A/cGRAO r 3. 1~PfA RFSERI+ED /?5 MAt~i I~ ~ s ~s r ~ POSSYBIE ntl~~SJi~E ACTf~IE IR i „ 7tW CRE A rRON AKA, "?.506 r. ,
J 16. Ati Sl1NITAI4Y' ~ S~.O~S AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF ZONING REQUIREIAENTS ~AENTS
> MANl~L.~ 70 CENI~ER ~ MAI~&101.E.. 1. TOWNHOUSE RESIDENTL4L IDENTL4L DEVElOP1~AENT MID SINGLE FAMILY DEVELOPMENT
17~ CONS'fRU6T A11 SANITARY ~WER MANH~'iLES FLUSH TO FlNAI PAVEMENT GRADE OR AS gLLpyyEp IN R-6 do R-1 ShiOWN ~N NOM~h-PAVED` AREA. do R-10. ~:~i~~`1G SETBACKS - SM~GLE FIiWE.'~
> ' 2. MINIb1Uli1 SETBNCK FROM z 18. ~ LA~RALS TO 8E PLAt:ED AT A Irt11rIA~UM SLOPE OF 17~ ON 4` LINES AND 0.516 ON FROM RIGHT-OF-WAY - C FROM PUBLIC STREET: 20' MEASURED PERPENpICUTAR •WAY -REAR Y/?RO SETBACK FOR TOWNHOUSE. GENERAL tyOTES R-'fl aN0 R-6
_ ' ~ ~ ~i" CLEANOUTS. $HAL.l. 8~ PtACED AT 5~~W1C~RV~ALS A11D AT BEND POINTS. ALL 3. n } ` ClEAtQfxJTS~ IN P/?~Ep ~ AREAS 5H 8E APP'RC'~D. 1.4M BEAf~IG TYPE. fEET~EXCLUOWG @ASE - r„ 19~ Wi~ii'fE~~:. '~Ai1. H~11E, ~~INM+IUAA 3~ OF ~011ER. 4. MINIMUtrI OPQd SPICE: 1 2Q t ALL FIl~ H1f{1AI?Nf~ WF7N ~IASE FLANt3E SIX ~E~#5 /160VE FlNAL GRADE. 5. s 9HM.L BE LIMITED TO NO MORE THAN 2 STORIES (28 1. T}+E COMTRACTdt SHAM N/11~E A CdIPlE1E SET Oi CO~tTRAC' OOQJMEI'~f5 AS ! FRS 1!~ lWEw ~OC1~ `AGE 1 Fr.
i @ASEMENT OR OTHER FOUNQATIONS. P/ICE: 18 ~ OF IAND AREA 0.95 ACRES MIN. ME:_L ~5 ALL ~i~PROvALS A!~ EASEIENls ON 1NE J06 4TE AT ~c.~ firES. ~QO/~tT YARD EX~16 ~OCt( F 2 FED
iTROL SFIALI BE IN ACCORQMICE WITH GROUP HOUSING ~ ~ 2 TOP06RAP~MC wFORIAAnaN Br LDAR, IV~1H CMOLMU? FL.OOp~~PQnrG SHOE YARD 5 FEET
g 21` { ~ t~+tTRACTaR` IS• ~SPaI''15~.$ f4R. `~SURNVG P0~11YE ~RMNAGE TO ALL STORM ~A~ ~ - , cn S~'~~~s` ~ 6. MtN11rtUM REQUIRED QUIL , ~ ~n 22. like. $'t"'ORA~ WATER CONTROL MEASIJR~S~ +~NO 81dP 1AEASURES SHOWN HEREON SHALL BE 7. MINIMU~1 BUILDING TO Bl ~ !N ACCOi~ANCE MATH Nt'~Et~b2' AN0 q~'Y aF TtALE1GH STANDARD SPECIFICATION 8• MIMIIrWM BUILDING SETBA 2103(8) ANO CHAPTER A PART 10. 30's PROIa"RI~, vMww.MCf1.000NAP5.(~J11. AGf~REG/l7E SiOE Y/V~O ~ GORl~R lQf 510E YMiD 15 FEE? r 20 FEET 11
:D QUILDING SEPARATION ENO-TO-END IS 10 FEET. .r as' +r 3 TO BUILDING SET BACK fOR TOWNHOUSE N5 10 FEET. P"1°CN° '~"d'~°~ PiMO~~ a CON7RACmR 9ULL eE ~PONSIBIE i'~R lNE RECa7NEC7i0n of asnJRBfD ~ YAi~ 20 FEET ~
SETBACK FROM VEHICULAR SURFACE AREA ~S S FEET. ~ UTtJlY ~S ENOOINVTEiiED MTNM/ E NOl~tS OF MITE~TED SERVICE- Ct~ilitACTat SHALL NdTiY USERS 24 HOURS PRfat TO POSSIBLE AGGREGATE FRONT REAR YARD 40 rEE•T
' ~ ~ ?..3. ?CEO +N.a. _AFtEAS DiSTilRpED BY t;~F1STRlJGT10lV. AND NOT INDICATEA TO BE PAVED OR v ~ MTEAAl~T1Qi5 OF SERNC£.
a ~ ptANff~.. ~ CpMPlET10N ~ GRAt~ING AC11iA'tlES. USf ftEBEt 3 FESCUE IN ACCORDANCE AI oo~ ~ ~X t. OOMIRACTdt SFIALL MAKE EVERY EFFORT T~0 SAVE PROPERTY IRONS, S-S4-O4
~r . ° il~Ri ~ S~~:I~ S~f'~Q~1i.E DETAILS T"5: SITE It~QRhtATiON - TOWNH ,r y ' Y ~4:. ~1tE - 1` -YWIY 8E, 1~D AND ti NATHIN 50' OF ALL RfSIDENIIAL )'OWNHOUSE ~ GAP HOUSING _ t~~-2 oY6a~?r ~ MOf~J~NTSr Ol~ER PfJ~tAtE]~IT POM~lTS AND E.f~.S OF REFER ANO . n~wa+~ snu.~ CO~+SfRUCT10M STAKES. P110PE1tlY IR0~15. YQKAiENIS. 1WD 01HFR l1~UT1' N15TAL1N1016 MIC 0[fER Plf~lC
~i t7R R~IQ~h~l1?L t~,LEC~OR ,tit . TONS. ti~E RIGHT-OF-WAY SHALL 8E CL.EAREO AND BUILDING SETB/VCK Fl20M VE ~ ~ ¢ 0 M~'T~11{V BOG" OF ALL OTHER STi~fT tN'1'~tSECTtONS. TdWNHOUSE IMERNAL SUBO i 23. 7"1~ t~W~310N' IN$~CTION LaF PRIVJ4TE STREETS VM'~Ft1N CLt1S1ER UNIfiS. 20M VEFi1CULAR SURf'ACE AREA = 15'. ~~NO~w~'~`` i~'~sc w# L SUBDMSiON STREETS TO BE PRNATE WITH 26' i.sl-? ~~Y ' ~~,r ~~~r a~~T Po~+is aF oES~rno~n eY n+~ c~w+csaa s+~~u ee F~aur~~s, r~Ctuo~c ~o~¢ No ~c~w
" tF SACK OF CURB TO BACK OF +.ar?-s RfPUCED BY A U~D lAlO SURVEYOR AT 1F1E CdJ1RAC'TOR'S EJ~ENSE. ~S ~ ~ ~ ~ ~ ~ r wac ~ SPECFm B'r G1Y COOS 1FE5E fACLi~ES
C~NOQI~INIUbt~. GROR`1P F~t~iffK~;, TONMHOt1S£ OEVEl.OP1~lENTS A~ Id08~E HOME PARKS 5~ WIDE SIDEWALK ALONG P ' a SUBkfIT7~D FOR p~Y APPttOVAL i~C THE RESPONS18fLtTY OF THE OMRrEIt f L~EV~t.OPER. COPIES SpEEp t.1MIT pF 15 MPH ON WCK OF CURB UNLESS NOTED OTHERWISE. s' r wac .ONG PRNATE STREETS. UNLESS NOTED OTHERWISE. PARKING LOT SECTION 5. CONTRACTOR SHALL RESTpiE /REPLACE N1 SINS. 1A1?~80~5. OiavEwAYS, HNnE SDI APPIp1iFD Bti' Af GTY ~ MLE~H FENpNG, ETC. ENCOIA~ITEtiED. MD SFYILL ~ 90 /6TK1FD 111~E5S A CtiMN6E
~APH ON PRNATE STREETS. TYPICAL SECTION <NTS> IS /~tl1}IdiRED 91f ~RtTTE1/ APPigYAL. PI~JC
{ j'' OF t~R'FIFIED INSi~C't1pN REPORTS NIVOLVfNG SU8(~RADE/AGGR~GAiE BASE PROOFROILS~ HOA BLANKET EASEMENT A~C ~ ~ ACG~CAIE BI?~E Jd~ ASpF1ALT DENSI't1E'S AND 7HidCNESS, IlND O'('NER PERTINENT irWNTEIiM10E. ENT AiCROSS PROPERTY FOR ACCESS. UTILITIES, AND 6. CON?RACTOR St1Alt RESTORE ALL 015TUR8ED AREAS TO EXISTING GRADE $ANTARY SEER E/ISElE1115 IWE TO ~ RECOR D R / W UI~.ESS St10'MIN OlF1ER1MSE. PI~Oit TO i1iA1 ~'PiANCF.
INFORMrl1TION `!atlgT ~ SUBMITTED TO THE gTYS ENgNEERtNG INSPECTIONS MANAGER AT P.O. THERE WILL ~ NO DUMPST BOX 990, RA~.EIGH. NC 27602 OR FAXED TO (9t9) 831-6339. CONTACT LARRY ANDERSON AT INDIVIDUAL ROLLOUT TRASH ~ F - 531-~8~0 TO OBTAIN DETaiLS OF THE ABOVE REQUtRE~1ENTS. ALL TOwNHQUSE UwTS w?vE R; w ~1MPSTER ON SITE. ALL TOWNHOMES TO HAVE I ~ TRASH CAN. RUBBISH PICK UP BY CITY OF RALEIGH.
fS HAVE 2 BEDROOMS. 7. THE SITE IS LOCATED ON FELLA FL000 1NSLiRANCE RATE YAP (FlRM) NO 3720171200.; DATEp ~fAY 2. 2006 AND t5 NOT LOCA?ED ?N THE 100-rEIUt FLOODPUUN. ~
;i; , IMPOi~7AP1T NQ~;' P~RIr11TS FQR REMAINING 2576 Of THE BUILDINGS WITHIN A BUILDING SPAgNG IS MINIMU f , . ~,i DENELCPMIEN~` ''VMII:,~ t~it~'f B~ ISSUED UN11t'? 1'i~E ApObE REQUIREMENTS HAVE BEEN I~AET AND A AREA SETBACK. MINIMUM 15' AND/OR MINIMUM 40' OUTDOOR LIVING ~ Ley. ~ S~ S~ ~ ~ 8. T}1E SITE IS IN TF~ NEUSE RivER BASiN ANO NEUSE PoVER BUiFERS ARE 5~101M~1 PUBIC UT1lJT1ES
FT. 1/4'/FT. ~ Qi THE SITE. NEUSE RIVER Bl1FF'ER OEIINEATIpi BY SAME. NiC. OCTOBER 2004.
j ~ ~E~R . ~JF Ap(~P1'ANCE ISSUED. MAXIMIiM BUIL,QING HEIGHT I 1' ,ZB, IF ?HE' A1~AS ~SIt~IATEb AS RERMMIENTLY PERSERVED UNDISTI~@ED OPEN SPACE HAVE TTYPtYIC~,ALn~U~~NIT 107S ~ARcELlS~`H~O x~,%- ~ nrr~• . ti w ~ Awn ~r ~ ~nr~ ~ tv~~ ~ • new r ~rr~ ~ w n~ ~ w~ • n~n~ ~~e~.~-n (Qn1,~"~~M~G ~ Una ~ J n~1•G EIGHT IS 28 FEET. ALL UNITS ARE PNO STORY. ~4' ~T. C L ~ 1/~ T 1/1'/FT. 1/~'/FT. .RE SHOMIN. aY 9. SITE INCi.UOES MEILANOS SF10lNI. ME7LAND OEUNE/1~ION 8Y Sil~1E, INC. ~ ~ Y~y. SI?EVALK OCT06ETt 20(}4. p~~~,
` r t 5 FU?VE NO WINDOWS ON THE SIDE. ~ ~.~..?~••-r•• ~t:~ = : r• • • , : i' 1 TO 8E MNNTAINEO BY TOINNFIOME ASSOCIATION ~ •
y, w DRY DETENTION POND 1 TO ~4 ?~~n M\~M C t~\1u v un~~l~ • un~~l~ •l~MM~7tAY f~I ARC\ITIN~ ~A?~f1 1 A?If1 ~ o. s~ ~ H~vESt a.~w (~wvAOVEO m 2-es) u~o w+o o~sa~+c /U -
M, nnv J?W,.w rrwwa.1 nvMC rw WATER QUAWY S TO E nvww- r+a7vvra~ LM I v~ 1uN11vn rvITv I fv v liT ES TO BE hAAMITAfNED BY SMKa'LE FAMILY NOME SEE wrE SECTION C-C ~ uTUaMu 11 ~ I E AcmWn cRAoM ONLY (APPROVED os-n-os) FOR AooITKW& Wawuna+.
SOM o *amm„w ,,,u am= GRAPHIC SCALE
PROJECT PARTIALLY Ib A wmm TO BE Y WHIN THE C(IY OF tiAL,ElGH. ANNEXMIG THE REST. 1 TO BE PAID BY DEVELOPER. ~ cam 40
STC3RMW H01 E004ft ='TM IATION DOCUMENTS TO E CLAUSE THAT PATIOS RESIDENTIAL STREETS ID copes an mw +oo o 0 .or ~r
OR • J~` R K MLOSEO IN TOMHOUMS. MMME1- I
128 P PROW w 123 PAWNG SP, ACM > PWVpF,Q: 6 HC &W, ACCESSIBLE) SPACES AND 50' 31' 15.5' 13.0' 2 112' -2 6• ABC 9.S' ~fniT)
ice. SHEEI EET 2 OF 31
bosom
b YT, t y ~ ~ M n 01C. -`x10-