NCC230685_Site Plan or Location Map_20230317

Street
Sheet
Number
S
eet Title
COO
COVER
C1.0
EXISTING CONDITIO
IS AND DEMOLITION PLAN
L-2
SI
E PLAN
L-3
LAND
CAPE PLAN
L-4
BUILDING TYPK
AL LANDSCAPE PLAN
L-5
BUILDING TYPK
AL LANDSCAPE PLAN
C2.0
CIL
RE PLAN
C2.1
STREET PLAN
AND PROFILE
C2.2
STREET B PLAN
AND PROFILE
C2.3
PLAN AND PROFILE
C2.4
PLAN AND PROFILE
C2.5
PLAN
ND PROFILE
C2.6
PLAN
ND PROFILE
C2.7
PLAN AND PROFILE
C3.0
GRADING AND DRAINAGE PLAN
C3.1
GRADING AND DRAINAGE NOTES
C3.2
GRADING AND DRAINAGE NOTES
C3.3
DETAILED GRADING
AND DRAINAGE PLAN 1
C3.4
DETAILED GRADIN
AND DRAINAGE PLAN 2
C3.5
DETAILED GRADINI
AND DRAINAGE PLAN 3
C3.6
DETAILED GRADINM
AND DRAINAGE PLAN 4
C4.0
EROSION CONT
OLSTAGE I OVERALL
C4.01
EROSION CONTRO
STAGE 1 SPEC TABLES
C4.1
SEDIMENT BAS
N GRADING DETAIL 1
C4.2
SEDIMENTBAS
GRADINGDETAIL2
C4.3
SEDIMENT BAS
GRADING DETAIL 3
C4.4
EROSION CONT
OLSTAGE 2 OVERALL
C4.5
NPDES STABILIZATION
PLAN
C5.0
UTILITY PLAN
C5.1
j UTILITY NOTES
C5.2
DETAILED UTILITY PLAN 1
C5.3
DETAILED UTILITY PLAN 2
C5.4
DETAILED UTILITY PLAN 3
C5.5
DETAILED UTILITY PLAN 4
C5.6
SANITARY SEWER OUTFALL PLAN AND PROFILE
C5.7
SANITARY SEWER OUTFALL PLAN AND PROFILE
C5.8
SANITARY SEWER OUTFALL PLAN AND PROFILE
C5.9
SEWER ZONE OF INFLUENCE PLAN AND
PROFILE
ATTBynOAr CQV7R4CTQ98
THE COAG"PAMMCCMR4CMIR RESPONSIBLE FOR THE
EXTENSION
OF WATER, SEB£R AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
0CNrAC7N0 THE PEOLC ROW DEPARTMENT at (OW
IsiB-1TR•, AND THE PEMIU12 UTIUME8L1EFAMMEAT AT (aM
M-460 AT LEAST 71111EIMP MFst2g.NB PRIOR TO
BEO/NN/NG ANY OF THEIR CONSTRUCTION.
FALCFE TO NOTIFY BOTH CITYCIfili UNTS /N ADVANCE
OF BEGINNING CONSTRUCTION WILL RESULT IN THE
ISSUANCE OF M3"ETAR➢H�, AND REQUIRE
RE/NSTALLA77ON OF ANY WATER D)7 SEWER FACILITIES
NOT INSPECTED AS A RESULT OF 7H/S NOTif7CAiTON
FAILURE.
FALL! TO CALL FOR AtlP6CT ' I IFFALL A OOMh YINE54I
PLLV, HAVE PB11ITIEDPLM9 ON THE JOHISI TE, OR ANY
OTHER HIMA7)LW OF CITY0FR4LfiM81AALW1E WILL
RESULT /N A FICAAOPlossELEEXCL&SION FROM FUTURE
WORT( IN THE t7TY0FR4L610'4
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
THE OVERLOOK AT STONEY CREE
C5.10
SEWER ZONE OF INFLUENCE PLAN AND
PROFILE
C5.11
FIRE ACCESS
C5.12
BENSON RD. WATER MAIN PLAN AND PROFILE
C5.13
BENSON RD. WATER MAIN PLAN AND PROFILE
C7.00
SCM 100 DETAILS
C7.01
SCM 200 DETAILS
C7.02
SCM DETAILS
C7.03
NOTES AND DETAILS
C7.04
NOTES AND DETAILS
C7.06
NOTES AND DETAILS
C7.06
NOTES AND DETAILS
C7.07
NOTES AND DETAILS
C7.08
NOTES AND DETAILS
C7.09
NOTES AND DETAILS
C7.10
NOTES AND DETAILS
C7.11
NOTES AND DETAILS
C7.12
NOTES AND DETAILS
C7.13
NOTES AND DETAILS
C&O
PARKING AREA LIGHT PLAN
R2.00
GENERAL NOTES, HORIZ. ALIGNMENT DATA,
SURVEYLEGEND
R2.01
TYPICAL SECTIONS
R2.02
STANDARD DETAILS
R2.03
STANDARD DETAILS
R3.10
EXIST. CONDITIONS & PLAN & STRIPING
R3.20
EXIST. CONDITIONS & PLAN & STRIPING
R4.10
GRADING AND PROFILES
R4.20
GRADING AND PROFILES
R5.00
DRAINAGE NETWORK PROFILES
R6.00
TRAFFIC MANAGEMENT PLAN
R7.01
CROSS SECTIONS - BENSON ROAD
R7.02
CROSS SECTIONS - BENSON ROAD
R7.03
CROSS SECTIONS - BENSON ROAD
R7.04
CROSS SECTIONS - BENSON ROAD
R7.05
CROSS SECTIONS - BENSON ROAD
R7.06
CROSS SECTIONS-BENSON ROAD
R7.07
CROSS SECTIONS-BENSON ROAD
R7.08
CROSS SECTIONS - BENSON ROAD
R7.09
CROSS SECTIONS-BENSON ROAD
SCH1.0
SCHEMATIC RENDERINGS
GARNER ENGINEERING
SBgggI,20-08;
TOWN OF GARNER
WAKE COUNT(, NORTH CAROLINA
LINEAR FOOTAGE OF PUBLIC STREETS
4205,LF
LINEAR FOOTAGE OF PUBLIC SIDEWALKS
9,799 LF
LINEAR FOOTAGE OF PUBLIC CURB & GUTTER
10,321 LF
NUMBER OF STORMWATER CONTROL MEASURES (SCM's)
2
CITY OF RALEIGH PUBLIC UTILITIES
ITEM
SIZE
QUANTITY
LINEAR FOOTAGE OF PUBLIC WATERMAIN (BY SIZE)
61N
1,090 LF
81N
4,007 LF
121N
1.979 LF
LINEAR FOOTAGE OF PUBLIC SEWERMAIN (BY SIZE)
BIN
5,879 LF
LINEAR FOOTAGE OF PRIVATE WATERMAIN (BY SIZE)
N/A
LINEAR FOOTAGE OF PRIVATE SEWERMAIN (BY SIZE)
N/A
NUMBER OF WATER STUBS/TIES (INCLUDE ALL NEW TAPS, NEW WATER
SERVICE STUBS, AND HYDRANT STUBS ON EXISTING WATER MAINS)
N/A
209
NUMBER OF WATER METERS FOR DOMESTIC (BY SIZE)
5/e IN
197
NUMBER OF WATER METERS FOR IRRIGATION (BY SIZE)
NIA
NUMBER OF SEWER SERVICES (BY SIZE)
4 IN 1 1W
VICINITY MAP
SCALE: 1" = 500'
IEROSION AND SEDIMENT CONTROL
PERMIT NO. S*L- pt•1 jLNS l04.1
Wake Cot my Environmental Services
Sedimentation & Erosion Control
19-856-7400 1
TIMMONS
GROUP
Wastewater Flow
Prplect. Ow0 at Storey Creek
CalcNet� By: B. 1-h
Rate Worksheet for Stoney
Creek
Pmjact NO.: 4a6BB
Date:.11112022
196 Unit Redtlendal Townhouse Complex
l bedroom a I" D
2 bedroom 0 240 0
3 bedroom 196 250 49,000
Tatll flow Rrte 1 1 49,000
1 2.5
122,SOD
GPD-Gallons Per Day GPM - G611... Per Minute
ADF - Average Daily Flow Based d2.5 Peaktling Facor
PeakingF-r From Gryof Ralei o hPublic Alitiee Handbook(OV21/214)Page74
wastewater Flow Rate Worksheet for Stoney Creek
QubM1OeeB
Clubhouse 196 1 60 1 11,760
Mal flaw Rrte
117M1
GPO- Gallons PerDay GPM-Gllons
ADF-Average Dolly Flow Based
WASTEWATER DESIGN FLOW RATES
Per Minute
n2.SPeakding Facor
NCDENR IM NCACO2T.01
7-
Wastewater Flow Rate
rksheet for Stoney Cr
Mu"" ulltlingBltl
3 250 750
fore, FlowRate ]50er
Day GPM- G21ons PerMinuilly How Based an 2.5 Peakding FactorESIGN FLOW 0.AT 5 NCDENR 15A NCAC 02T.0114
'.ADF Sum. ry for All Flows
153,775
0leTOOK Rt stm
d BY. B. Ibrdw
plod Per Lot)
rc(ect No.:
Drte: OM2
ALL CONSTRUCTION TO BE IN AC ORDANCE WITH
ALL TOWN OF GARNER, WAKE CO NTY, NCDEQ AN
NCDOT STANDARDS, SPECIFICATI NS, AND DETAIL
SITE DATA TARI F
TIMMONS GROUP
5410 TRINITY ROAD; SUITE 102
ENGINEER/SURVEYOR
RALEIGH, NC 27607
PHONE: [phone]
PATRICK BARBEAU, PE
EMAIL: [e-mail]
TRIBUTE COMPANIES
10 S. CARDINAL DRIVE
BUILDER/DEVELOPER
WILMINGTON, NORTH CAROLINA 28403
MARK MAYNARD
PHONE: [phone]
EMAIL: [e-mail]
OVERLOOKAT STONEY CREEK LLC
332 MILITARY CUTOFF ROAD
OWNER
WILMINGTON, NORTH CAROLINA 28406
MARK MAYNARD
PHONE: [phone]
EMAIL: [e-mail]
TMTLA ASSOCIATES
5011 SOUTHPARK DRIVE, STE. 200
LANDSCAPE ARCHITE T
DURHAM. NORTH CAROLINA 27713
PAM PORTER PLA, LEED AP
PHONE: [phone]
CONTACT: PAM PORTER
PROPERTY ID NUMBER(S)
1619418561; 1619408855
ZONING
MF-1
PROPOSED USE
TOWNHOMES
TOTAL TRACT AREA
45.46 AC
ROW DEDICATION
0.20 AC
AREA LESS ROW
45.26 AC
DEDICATION
TOTAL DISTURBED AF
EA
37.16 AC
EXISTING IMPERVIOUS
0.13 AC
AREA
PROPOSED IMPERVIOUS
1223
AREA
PROPOSED IMPERVIOUS
2702%
AREA PERCENT
UNITBREAKDOWN
TOWNHOMES: 198
CLUB HOUSE AND MAINTENANCE BUILDING: 2
TOTAL BUILDINGS
198
Taws of Garner
Engineering Department
APPROVED
SITE PERMITTING APPROVAL
The car 11 Raleien <Pn:en mine <on - croia Ppak s.wer sraren aa,npwn on IN, Pran_Tne
U:ea� rmi<na a«tpran<pnrprmt m - pore v-390 ane.p«m<alwna or lhecnv'aPpbfi<
Wlieeslhanebopk Bryn RakigM1 Puwk Utpitks DapaHmmt PermRN W-3906
Trw CRv p, RzkigM1 wnsen to ihetmn«l:m and enensron pl me Otv.PPNk Water mrem azsMwn on InH plan.11w
ndtonstru<[ipn ethotlsusM br Mis prgea snarl cpnformte the naneare aM sp«IIIcalronad the Gty's PPNI<
1ma sRana LM deign.-numao.partmem P«IMLN S-5012a
TM City.,nRaleige cmzep , a o az puba< nsron W the P toll«
ev�remes. own nnie `roes a nnanpn n: metnoa,paee mr* P 1 t,na mpnmrm tp me:unawa.
a :penfi<rtmnamTn r P elkamname Hambppk. ,0
City dR.Idgh P.blk IxXihe< Depa-P.rmitp
" m OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
Pbn. for the Prapmee us have been reyiewea P,, generzl compllantt w epo.b. mees. This I— review. and
au-O-n rpr conch 1 total 1. be --,M m repr«ent total- wab .II NF# reR-.-her. Iw
r nw
0..ma Pnv � er, aeeieP re e namie r
-psarcenhan app4 ble Dly, Sc and Federal laws. This specific epl-b.n.1-i-Pta h., nor sM1Nlitbe
,r,a a«al ce as am ri nipnaear, srne er Feaera law. al epmo-p<hen mpnbe na<coraa,xew4nai L«m. stare,
EYNwtic Approval: This pm.1. being issuee.1-1 01, Thh aPWo'as1 b Mle pnly peon tM sienah...1. trey rt
Paled Review -be irw Gi,r lret r..Pyolth-PPrwed plans.Anywerkaplhoeced EytM1isappre -A
Ph-bikle6wde-h Me PWlo 0..filewbbthe CjrI Thiswebonkep,ro.lmaynatbeeaiteeonwi..M,Ay
mpeeragpn tltlaaapP glance issuetl willimalieate Mrs approval.
Dglbilly sgn.d by Jonethbh W He
DN, C-US,
e City of Raleigh Dever pment App/ 1 lonathgin \N I-la(p =an.ham ghnc.Y ov,
Utiib , CN-Jonathen W Hem
City Of Raleigh Reviet. _...-Date: 202 A 1.28 N EDA 5A400'
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