NCC241792_Site Plan or Location Map_20240701

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ALLEN PARK SUBDIVISION ......zP�b,z03a
SITE DATA se I—.
PROJECT: ALLEN PARK SUBDIVISION-PHASED& CONSTRUCTION DOCUMENTS - PHASE II =E
ENGINEER: TIMMONS GROUP ` a CL
5410 TRINITY ROAD,SUITE 102 Sheet(Jet Table aC am LL
PHONE:H,NC66-45 TOWN OF KNIGHTDALE WAKE COUNTY NORTH CAROLINA `°-P ~PHONE:,NC 27607 en.wne. g 0 e m la
FAX:[phone] t w_^ rc Z
PROJECTNOYES
MICHAEL V.ZACCARDO,PE . o
EMAIL:M([e-mail] I ZMA_5-201 o p' 5. 0
DEVELOPER: NATELLI COMMUNITIES I ORDINAINCE#21-04-21-003 € .IS gg Fp 4 o
1903 N.HARRISON AVE e Ct
CARV,NC 27513
PHONE:[phone] snvi sass 0
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BRIAN MASSENGILL
EMAIL:BRWN@NATELL(.COM _ ona D. 0 q
PROPERTY LOCATION: 2300 OLD MILBURNIE ROAD I \ `\ �• �Ma
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WAKE COUNTY,NORTH CAROLINA \• S ,�1+�7l�I�ll n !� RD= EROSION AND SEDIMENT CONTROL
PINS: 1]45.43-]184,1]45-54-5862,1]46349869, BICN 3OF3
PORTIONS OF I]45-54-8015 V--"'
1' _-�InlHrt Approved Plan Q
UTILITY CLAW SHE.,OF 3 2
EXISTING ZONING: GR-S PUD(APPROVED ON 4/21/21) , LLI
I ^e*,� I DATE we sw,xmvsEv,eascxeouD a O t. / '� Ih` Permit No.SEC-__ WTOWNSHIP. ST.MATTHEW'S Ifl
0.3 ,-, / I Ii r.,-i Town of Knightdale _PROPOSED USE: SINGLE FAMILY RESIDENTIAL 7\ 117 Sedimentation&Erosion Control 03n6/3034
TOTAL PROPOSED UNITS: 209 TOTAL ♦?HASE L__T----,L� (919)-217-2250 a OF Z
CA. STOW 3E43E3 SCHEDULE DRAWN BY
113 SINGLE FAMILY PH 2 180 CINGLE FAMILY PI 13 �• , ����/// a (11
91 TOWNHOMES PH 2 �N-2' ,`_ L_JI�, R®mANA, T..Iw—ate. = 333 V
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SETBACKS: FRONT LOAD DETACHED REAR LOAD DETACHED % ! •�•��� I - •• DESIGNED
BY W
FRONT:10' FRONT:10' ATTENTION CONTRACTORS E _ R
DRIVEWAY LENGTH:20' REAR.20' ad rmirv,.. ' � •C5.3 C3333.VP.LANE PLAN 3 PROFILE
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REAR:20' DRIVEWAY LENGTH:20' ,.sp.x'•PO.N'Dn s 1APANA •11 • M.zaeuRD J
SIDE:5' SIDE:3' n Puf,,..2 Yililies Depanmen,A MIN rfie-rs.e atlemoPm , I ' . • SwF Q
CORNER:10' CORNER:10' ,..0'/•,•r a. P tilnn�- ,....,,,s„x.,kn.
REAR LOAD TOWNHOME F0ilur nMa I ,• , 0LE w4 • N Z
FRONT:10 """ . 6M . , ) TOWN CERTIFICATION • LPL
DRIVEWAY LENGTH:20' "faJ"'a—T"'I.,'ma„®^' �---� , FLINT XILL LANE Pui,‘PROF. •
REAR:20' nrm,s„o„na„o. . i 1
GE PM BELIEF.Cr C0330.313
ENGI BEEP
BUILDING SEPARATION:10' MENTS Ee.AELISRED IN TIE s.AxwwO SPECIFICATONS...0.30M Or •
CORNER:10' bF6mm I \ °G'roaou�aE•DUE AxD.a.xEysss.Ds•v R onTe
“IY PORI.ERED LANE PUN E.PROFILE
DENSITY: OVERALL SITE PROPOSED DENSITY=4.1]DUTA ^L / „ - \ stavcEs txOM
CALLEY/1 RAN&PROFILE AI
_PLANS PRE APPROVEDro,amouE AND SERVE as l--lg
CONNECTIVITY INDEX: OVERALL SITE NODES=50 IOI c Dx PLANS FOR 11
OVERALL GTE LINKS=NODES 73 I
1.46 w / .MaKBV1IO0L2wiS xr.'_._ - aD D W =
OPEN SPACE: OPEN SPACE AREA PROVIDED:5.56 AC cam
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ACTIVE OPEN SPACE AREA PROVIDED:O AC I / = eE
TREE COVER AREA: DEVELOPMENT PERIMETER=15,185 LF I , I '•� PROFILE Osp dI i m
TREE COVER AREA=15,165 LF'20 LF=303,280 SF I 1IILI -:
NEOSE RIVER BUFFER AREA=485,9915E I L_. —, i U
SHOD OVERLAY AREA=137,319 SF Z
TREE COVERAGE PROVIDED=603,310 SF VICINITY MAP �Z g :
PUBLIC INFRASTRUCTURE BaAL6+=+.ab6 OWNER OF RECORDC. Z 0 o 54
1= 1ALLEN PARK LLC N (n g s
QUANTITIES TABLE-PHASE II BB AELJNATELLI �z Iti gE
•S..:, mMVO{RAUlfix%ANSAunwxlEEafaxcaxsmucroN Lwer PwAVE MICH MICHAINSTSTE 300 - U >i W 8"'
11..03033
Prim Slnels 2,5731E GAITHERSBURG MD 20878-5768 n ,y 22
Manholes 41E0 Publle56nts 8,6511EC3.3 Q 0 OU O
w.�..w. ...03.e...., 6"Publlt5a ewer e]3 IS 0611e551tlewalb 17.6961i WATEe s SEWER ET VI J m W () G
.ma �..-.« .�d m[�.�. SewerSerices ]233 En Yr Curoauxar Is,]x IS CONSTRUCTION DRAWING APPROVAL WATER3MYERDEW tOF2 .t 3
DWa3S5Wab Oevel5PnentAPP,waw ro.t1W_-.-" Wmr saawle REQUIRED FOR DEVELOPMENT DaE STORMD3,139 p '' a's
PNASE3 1610.2.
o !aweigh water Rerkw ON LP ker 12`Public Water main L545 Numberofbn N9 Sheet Lia[Teble Q ua
R"Pam(e wmrmnn 7,232 LP GPDlaaxewmr lm,3m SURVEY NOTE Zu Y i dP
6"PublleWmrmain 390 LF GPDIAye Sewer 54,325 S
Water Stubs 33]FA UIwlrtlan for OP Water(per UnitI 2020,CERTIFIED BY JANES M. EC 1 0 COVER
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F e�,..x..,,,�xq,,,W� a HYBram ANemblles 23PA rya(atl0n for GRO Sewer(cer BR) 75 GELLENTHIN,PP19N6FROM SURVEY BY KCI ASSOCIA EC2.0 OVERALL EROSION COWAN.AAR STA.I
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7 13`GmV W4 Z a fis
P. 8"801 Valves 39 EA AppwM AmtlwABM1eB C0nv0L In F2
w.a..e.,.www...--• 6"Gae Valves 1EA n c eTAOEt a0F, z fa
12`x12"Tees 1EA •11: owh n« W
12`x8 roes 4 FA Natelli Communities '" "'�i1'I X J o$
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g2 "'w"1F1"----• r148.1.ss 8EA PIPE SPECIFICATIONS j1i1' rM1 "'""' LN Q s
m e"xfi'Tea aEA THOUGHTFUL PLANNING �„';,,J Manual i1,,. ETA0, ,,,, 's
12 612 Cross 1 EA WATER: . .G Details �,PPM10 k' s° e=
b ._........._>-....w.,.,.v..ew. .a. r%Fr Cross 2EA A) 12%8",AND 6'CLASS 350 DUCTILE IRON PIPE TIMELESS DESIGN NoM nos Sow Mang Cd` oa
13`BIow Off Assemblies 8EA SANITARY SEWER: ATTENTION TO DETAILECE ',
' ^s"^•"""w"`0"""'""• ilDea�gn Enpveu I,EII auon.'Ixr.rimjmv.mrnu.nall la1 RINSE 3 EROSION CONTROL KAN PREM.,OFR
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8"aov3 Off Assemblies 1EA B) 8'SDR 35 PVC FOR PIPES SHALLOWER THAN I2', -n Jrn: and.iiF ih�unJ.N of
b 6'aow OffPsumNles OFA 8"SDR 26 PVC FOR PIPES BETWEEN I2'AND 20'DEEP, aeons of ow mmaf Koioholale.x 93.0E 0.E 31 Sgr
8"WmrRetluwn 3EA 8"CLASS PC 250 DUCTILE IRON PIPE WITH constnfK,uBM1kul in Jek My L,HS'M13„M1.suTJ.Nn(run„o„o:of Ar x Sa
g Know what's below. 6.wmrnwums 0EA PROTECTO-401 CERAMIC COATING FOR PIPES DEEPER 0 ebbe'fe,M1,n J n De D s
31' Call before you dig.61 THAN 20' a 6k I,•,,l«v. l I pM1a6 44529
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