NCC231346_Site Plan or Location Map_20230508

I BUILDING INSPECTIONS&PERMITS TOWN OF APE%CERTIFICATION I W N
ATION
g n10,oPUBLIC WORKSeTownofAposp Public
CONSTRUCTION DRAWINGS Ce
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This drawing has been reviewed by the Town of Apex Building Inspections&Permts TOWN OF APEX CERTIFICATION N1
Department,and to the best of my knowledge and belief,conforms to the 2 m
requirements established within the iown's[ode of Ordiwnces and the North This drawing has been reviewed Me Town of Pudic Works
Carolina State Building Codes.However,this signature does not constitute a variance Transportation Department,and to the best of my knowledge and belief,provides Op
from any requirements contained in any federal,Mate,or local code,law, an acceptable transportation system witheonsderabon for the elements contained
specification,rule or ordinance.It is the sole responsibility of theowner/developer, within the Transportation Nan conforming to the requirements established in the l7 Z
at any of his agents or contract professionals to ensure that this construction plan Standard Specifications&Standard Derails and the Unified Development Ordinance HUXLEY
�s Z,1]
meets all the aforementioned requirements. of the Town of Woes.However.the signature does not constitute a variance from Standard Specifications V Standard Details
Feb requnrw eents contained In any Federal,state,Or local code,taw,SpeolnEatien.
Approved mile or ordinance.It is the sole responsibility of theowner/aeveloper,or any ads p g
BY: sewens 04/06/2023 10:20.48 AM agents or contract professionals toenssre Mat this construction Man meets all the Version: March 23,2021 Z a
aforementioned requirements. O=
U
OF of Apex Elect.DN I Approved PHASES 1 & 2
This anwirg M1a hrenECiRICTbWthe TFAPEXApexIFICATDepartment,and to Me By: Halton 03/30/2 416:10 PM H
best of my knowledge and belief,conforms to the requirements established in Me Z
Standard Specifications and Const ruction Details and the Unified Development WATER RESOURCES SOIL EROSION&SEDIMENTATION CONTROL
However,of the Town of Apes_ owever,this signature does not constitute a OU
variancekwn anyule or ordiomens.contain.thsole any federal,of theo lie code,law,
owner/developer,
TOWN OF APEXCERTIFICATIONofpee. 2500 OLIVE CHAPEL ROAD ZONING CONDITIONS Sheet List Table
specification,rulepr«dinantt.It is the sole responsibility Oftheowner/developer, Elks drawing has been reviewed by Ow nd to the hest of my Sheet
or any of his agents or contract profess weals to ensure that sills construction plan knowledge and belief,conforms to the requirements established in the Soil Erosion Sheet Title
meets all the afoneenioned requirements. and Sedimentation Ordinance ofthe Town of Apes.However.this signature 1. THE APEX PARKS,RECREATION AND CULTURAL RESOURCES ADVISORY COMMISSION MET Number
m n
Approved does not constitute variance from am requirements contained In any federal,start ON DECEMBER 9,2020 AND UNANIMOUSLY RECOMMENDED A FEE-IN-LIEU OF DEDICATION C0.0 COVER
'smith 03/31R023 8:28:47 AM or local code,law,specification,rule or ordinance.N e so is the responsibility of the WITH CREDIT FOR CONSTRUCTION OF GREENWAY WHICH CONNECTS SIDEPATH ALONG
By: owner/developer,«arty of agents orcxprofenre nals to ensure that this APEX, NORTH A R O L I N A HASSE AVE TO THE WEST CONNECTING TO THE REEDY BRANCH GREENWAY IN SMITH C0.1 GENERAL NOTES
construction plan meets all the aforementioned,csied requirements. FARM.THE FEE RATE WILL BE SET AT THE TIME OF TOWN COUNCIL REVIEW/APPROVAL AND
- This signature does not constitute plan approval,NM Wan requirements.A C1.0 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN
FIRE DEPARTMENTTDWN Oi APE%CERTIFICATION separate letterof plan approve will be mailed to the financially responsible person THE CREDIT FOR CONSTRUCTION WILL BE CALCULATED PRIOR TO CONSTRUCTION PLAN
�alate`doe'"°"kw'pMecosnutmuqumtt. MARCH 17 2023 APPROVA PERTHEUOOARTI4,TRMITSFNWAVMUOJECTBMPLEEDANOACCEPTEO C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN
This oftoeg has been reviewed by Me Town of Apex Fire Department,and to the
PRIOR TO 25%OF THE BUILDING PERMITS FOR THE PROJECT BEING ISSUED.
best my kmwledge and belief,conforms to the requirements established within Approved C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN
the Town's Standard Specifications,Fire Protection Ordinances,and the North f
Carolina International Fire Code.Nowever,tha signature does not constitute a BY: P erson oala0lzaza zs>_16 PM 2. HASSE AVENUE WILL BE CONSTRUCTED BETWEEN OLIVE CHAPEL ROAD AND ITS CURRENT C1.3 TREE SURVEY PLAN
variance from any requirements contained in any federal,state,or local code,law, aTERMINUS NORTH OF THE PROJECT.OLIVE CHAPEL ROAD WILL BE WIDENED TO INCLUDE
specification,rule or ordinance.N is the sale responsibility of the owner/developer. WATER RESOURCES sroomwAnre ENGINEERING APPROVED EXCEPTIONS CONSTRUCTION OF A 100-FOOT EASTBOUND LEFT-TURN LANE WITH APPROPRIATE C2.0 OVERALL RCA
or my of his agents or comrctt professionals to ensure that this ronstnection Wan I - DECELERATION LENGTH AND TAPER AND A 100-FOOT WESTBOUND RIGHT-TURN LANE WITH
meetsallthe aforementioned requirements- TOWN OF APEX CERTIFICATION C2.1 OVERALL SUBDIVISION PLAN
equirements- APPROPRIATE DECELERATION LENGTH AND TAPER SUBJECT TO NCDOT REVIEW AND
Approver Tb.s drawing has beenrsw:ewod by On Town of AD.Water...Pc.Stormwa tar 11 _ The following items have been approved as exceptions for this drawing APPROVAL.THE OLIVE CHAPEL ROAD TURN LANE WIDENING WILL BE COMPLETED PRIOR C2.2 SUBDIVISION PLAN
&Litany Engneenng Division and to the best of my knowledge and belief,conforms i by the Town of Apex Department Director(s),and to the best of my TO PLATTING HASSE AVENUE ACCESS TO OLIVE CHAPEL ROAD AND THE CONNECTION TO
By: oaPvmh paoarmn+z<+.zs Pm to the requirements established in ter Standard Specifications and Standard Details 1f1=._ HASSE AVENUE NORTH OF THE PROJECT WILL BE COMPLETED PRIOR TO THE LAST PLAT IN C2.3 SUBDIVISION PLAN
and the Unified Development Ordnance of the Town of Apes.However,this // - knowledge and belief,this drawing conforms to the requirements THE SUBDIVISION.
1f _ C2.4 EASEMENT EXHIBIT
signature does not cansmpte a variance from any requirements contained In any
established by the Directors)allowing deviation from the Standard
I PARKS,RECREATION,AND CULTURAL RESOURCES I federal,state,or local code,LW.,specification,rule or ordinance.hs the sole // ...
TOWN OF APEX CERTIFICATION responsibility of Me Owner/developer,or anyofhas agents«cantran prafessnnuN 1i Specifications and Standard Details of the Town of Apex.The signature 3. THERE WILL BE NO PRIVATE DRIVEWAYS ALONG OLIVE CHAPEL ROAD. C2.5 STRIPING&SIGNAGE PLAN
These plains nape been renewed by the Town WApex,aM roMe best of my to ensure that this construction plan meets all the aforementioned requirements_ ) below represents that the requesting Engineer has been granted a
^ / : 4. ALLEYS MAY BE PROPOSED TO VARY FROM TOWN STANDARDS IN ORDER TO C2.6 ROAD WIDENING STRIPING&SIGNAGE
knowledge and belief,conform to representations made by the developer to myull This Hgnalure serves as the stoesnosfer Fmk for Wsproleat. + variance ONLY for the items listed.The developer/engineer/contractor Is
11 ACCOMMODATE WATER AND SEWER UTILITIES,PROVIDED THEY MAINTAIN THE SAME OR
and the Perks,Recreation,and Cultural Resource Advisory commission consistent ,, 0 solely responsible for meeting all applicable requirements. C2.7 PHASING PLAN
with Me protects requirements for public Park and Recreation,either In total or In Approved 2I NOT APPROVED GREATER WIDTH OF PAVEMENT AND RIGHT-OF-WAY,SUBJECT TO STAFF REVIEW AND
part,as outlined inthe Town of Apex Unified Development Ordnance and Town of By: rpatterson 03/30/20232:59:19 PM '� FOR CONSTRUCTION APPROVAL AT THE TIME OF SUBDIVISION AND CONSTRUCTION PLANS. C3.0 OVERALL UTILITY PLAN
Apex Code of Ordinances.Honorer.Me signature does not oenstintea variance p� '' ' 1 (List items below add number as needed)
from any rputements contained noaol federal,mate,or local rode,law, /� �' r 5. PRIOR TO PLATTING THE 7e LOT IN THE NEIGHBORHOOD,THE DEVELOPER WILL EXTENDA C3.1 UTILITY PLAN
WATER RESOURCES UTILITY ENGINEERING %� '' ' APPROVED EXCEPTION DIRECTOR GRANTING
spenlflcetlon,rule orordinance_tsthe tale resporslblldy Of the owner/developer, v 5'SIDEWALK APPROXIMATELY 860 FEET ALONG THE NORTH SIDE OF OLIVE CHAPEL TO THE C3.2 UTILITY PLAN
of his rofezzkrals to ensure that thisplan TOWN Of APEX CERTIFICATION _ EXCEPTION
«anrygents or connect ?..r
, WESTERN LIMITS OF THE LINDEN SUBDIVISION.THE DEVELOPER WILL ATTEMPT TO OBTAIN
meetsall the abremeM plied requirements. Thstlrawng has been re iewed by Me Town of npev wafer Resources Department �, f ' _f() 1.UTILITIES IN REDUCED ROW FOR CASSIUS ALLEY Michael S.Deacon,Water Resources Drector THE REQUIRED RIGHT-OF-WAY ANDIOR EASEMENTS FOR CONSTRUCTION OF THIS C4.0 OVERALL GRADING&DRAINAGE PLAN
Approved and to the bestofmy knowledge and belief conforms to the requrements I ( z SIDEWALK FROM THE ADJACENT PROPERTY OWNERS.IF THE REQUIRED RIGHT-OMAY
established in the standard Specifications and Standard Debts of the Town of Apex. \ 1 asp`p,�'• C4.1 GRADING&DRAINAGE PLAN
My, areincke 03/30/20231:10:55 PM However,this signature does not eonsduteavaranoe from arcs requlrcmMD \ jogii i'/ 3. AND/OR EASEMENTS CANNOT BE OBTAINED BY THAT TIME,AFEE-IN-LIEU IN THE AMOUNT
contained in enyfederal, st«kcal code.law,specification.rule orordnante-It j �/ - OF 125%OF THE ESTIMATED COST OF CONSTRUCTION PLUS FAIR MARKET VALUE OF THE C4.2 GRADING&DRAINAGE PLAN
11 is sole responsibilitytithe owner/devek y agents or ,,��� PROPERTY TO BE ACQUIRED,SHALL BE ASSESSED.ANY PERFORMANCE GUARANTEE
I PLANNING/ZONING TOWN OF APEX CERTIFICATION coon,or an of his = = „'i► mil) COLLEEN DURYEA PE /4126/2023C4.3 STORM DRAINAGE TABLES
professionals toenwrcThal the construction plan meets all Me algrcmenliowed ,, =( By; Date:- PROVIDED FOR THIS SECTION OFSIDEWALK SHALL BE RELEASED UPON ACCEPTANCE OF
& t� Requesting Engineer SAID FEE-IN-LIEU BY THE TOWN.
This construction drawing has been reviewed by the Town of Apex Planning requirements. = = _ q R R C5.0 SIDEWALK EXTENSION PLAN
Department and to the best o/my knowledge and belief,conforms to the Approved -- e� 6. THE DEVELOPMENT SHALL INCLUDE TEN AFFORDABLE TOWNHOME UNITS(THE C6.0 OVERALL EROSION CONTROL-PRE
$ubdlvelo^or Slte Nan that waS a preyed Oy Me Town of Apex Town Contrl Or snit.,oa.rioxstos.rsa - - e ti: ` 1
Tedrnkal ReviewComennee,as appropriate-and meets the standards of the Town BY, O I � m i , \�i// 'AFFORDABLE UNITS.).THE AFFORDABLE UNITS SHALL BE CONSTRUCTED USING THE SAME
of Apex Untied Development Ordinance.This signature does not constitute a �u , FLOOR PLANS AS OTHER TOWNHOME UNITS IN THE DEVELOPMENT.100%OF THE C6.1 EROSION CONTROL-PRE
vane rRe from any requirements of the«g nag"approved Subdivision or She Plan1110 �,111111 AFFORDABLE UNITS SHALL BE PURCHASED BY HOUSEHOLDS WHOSE HOUSEHOLD INCOME C6.2 EROSION CONTROL-PRE
Wed above of any federal,state,Or local code,law,speAtoeton rule,gulDHke,or IS LESS THAN OR EQUAL TO 80%OF THE AREA MEDIAN INCOME IN THE RALEIGH,NC MSA,
Worordnnance.It is the sole emendoned requirements. Were owner/developer, Ihka ones or AS DETERMINED BY THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN C6.3 OVERALL EROSION CONTROL-POST
responsibility per,or artya g 7�-f�T. pgRM$AND gFCRFgTION SITE DgTA TABIF
contract DrakssionaH m ensure that this construction plan meets all the t l l l Illa �,, _ DEVELOPMENT(HUD).EACH AFFORDABLE UNIT SHALL BE SOW FORA PRICE NO GREATER
A ...
S ., 0 - Date Reviewed by PRCR Advisory commission: 13/9/ZDZO THAN$240,000,OR 75%OF THE AVERAGE SALES PRICE OF SIMILAR TOWNHOMES WITHIN C6.4 EROSION CONTROL-POST
Approved / DHe APPmye4 by Town co.„, 8/24/2021 THE DEVELOPMENT,AS DETERMINED BY A CERTIFIED APPRAISAL OF RECENT SALES AC6.5 EROSION CONTROL-POST
��� WITHIN THE TOWNHOME PORTION OF THE DEVELOPMENT,WHICHEVER IS GREATER.THE
`� ow "`���"" D ieeaeWu W De•satbn DEED OUT OF THE DEVELOPER FOR EACH AFFORDABLE UNIT SHALL INCLUDE A CLAUSE C7.0 OLIVE CHAPEL ROAD PLAN&PROFILE
SITE DATA �L__on -- �""`��� ""��` 60 single.ramily detached units M53,49524 209,714.40 THAT PREVENTS RE-SALE OF THE AFFORDABLE UNIT FOR APERIODOFSEVEN YEARS FOR
C DATA cer unit 5 C7.1 HASSE AVENUE PLAN&PROFILE
ANY PRICE GREATER THAN THE ORIGINAL SALE PRICE ADJUSTED FOR INFLATION.IF NONE
""\"" single-hMN'trased ones X$2,35405 it• 5 296,610.30
2045 LAND USE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL r., �`���� 126 Rr^^ OF THE AFFORDABLE UNITS HAVE BEEN SOLD PRIOR TO THE RECORDING OF THE FINAL C7.2 HASSE AVENUE PLAN&PROFILE
US�opNE `"` '� mwnfam ly units M52 044 os per unt 5 SUBDIVISION PLAT FOR THE FINAL PHASE OF THE DEVELOPMENT,THE AFFORDABLE UNITS
ZONING PLANNED UNIT DEVELOPMENT(PUOCZ) MNO - MAY BE SOLD TO ANY PURCHASER AT MARKET RATES AND THE DEVELOPER SHALL PAYA C7.3 FARMHOUSE DRIVE PLAN&PROFILE
......r...4...., $506,324.70 ONETIME FEE OF$50,000(THE'AFFORDABLE HOUSING FEE)TO THE APEX AFFORDABLE
_ C7.4 FARMHOUSE DRIVE PLAN&PROFILE
TOTAL AREA OF TRACT 73.65 ACRESlin / /, HOUSING FUND OR ANOTHER NON-PROFIT AFFORDABLE HOUSING ADVOCACY AGENCY OR
PHASES 182 AREA OF TRACT 48.95 ACRES ❑ Acre of land Dedication
PROVIDER.IN THE EVENT SOME OF THE AFFORDABLE UNITS HAVE NOT BEEN SOLD AT THE C7.5 HUXLEY WAY PLAN&PROFILE
PHASE 3 AREA OF TRACT 24.70 ACRES 0 500' 1000' i Public Greenwao Trail construction Yes 0 No 0 TIME OF RECORDING OF THE FINAL SUBDIVISION PLAT FOR THE FINAL PHASE OF THE
AREA DESIGNATED AS MIXED-USE ON 2045 LAND DEVELOPMENT(THE'REMAINING UNITS"),THEN THE DEVELOPER SHALL PAY A FEE OF C7.6 CLAUDINA ALLEY PLAN&PROFILE
USE MAP 0ACRES - r - $10,000 FOR EACH REMAINING UNIT TO THE APEX AFFORDABLE HOUSING FUND OR C7.7 CASSIUS DRIVE AND CHRYSALIS COURT PLAN&PROFILE
ANOTHER NON-PROFIT AFFORDABLE HOUSING ADVOCACY AGENCY OR PROVIDER AND THE
AREA OF MIXED-USE PROPERTY PROPOSED AS C7.8 ATALANTA ALLEY AND PERHONEN ALLEY PLAN&PROFILE
NON-RESIDENTIAL DEVELOPMENT WA 811 REMAINING UNITS SHALL BE RELIEVED FROM ALL AFFORDABLE HOUSING OBLIGATIONS
{o,/ EXPRESSED IN THIS CONDITION. C7.9 NARCISSUS ALLEY PLAN&PROFILE
PERCENT NON-RESIDENTIA-USE L
DEVELOPMENOPERTY T
PROPOSED WA INFRASTRUCTURE DATA - PHASE 1 AND 2
AS NON-RESIDENTIAL DEVELOPMENT ��,' ] THE SITE UWILL PROVIDE CIET(1THE FOLLOWING:-.ROFCHAND 20 D HOUSEALL S NATURAL NEW C7.10 WATER TOWER LANE PLAN&PROFILE
/ HOPE HIN THE SN ITE.
2.RETAIN
THEOTHER2NON-PROFIT)NDS IF ENGINEERINNG
TURAL AREAS C7.11 ROWBOAT ROAD PLAN&PROFILE
REQUESTED SEWER CAPACITY PHASE 782-i865F DWELLING UNITS'300 GPD/DWELLING UNIT=55,800 GPD WITHIN THE SITE.2.RETAIN THE2 EXISTING PONDS IF ENGINEERING STUDIES CONFIRM
STORM
PHASE 3-475F DWELLING UNITS'300 GPD/DWELLING UNIT-74,700 GPD AREA UNITS STREETS 30'CURB B 5'SIDEWALK 10'SIDE PATH 1T WATERLINE Ir 11WATER Er SEWER SEWER WATER SEWER THAT THE EXISTING DAMS ARE STRUCTURALLY SOUND AND MEET REGULATORY
DRNNAGE INaCeYilialsk C7.12 GREENWAY PLAN&PROFILE
�] [TOTAL] 0.Fl GUTTER pi] [tFJ pi] [LF] wvX[LEJ ICJ MAIN[LF] FLOW[Gm) SLABS SLABS ♦��el�•A� REQUIREMENTS.
MAXIMUM 3.50 DUTACRE 40.95 1M 8,OB6 11,W6 13,817 ss 2,336 4,310 7,410 6,245 55,8E0 2 z C7.13 SANITARY SEWER OUTFALLS 1 AND 2 PLAN&PROFILE
RESIDENTIAL DENSITY 8. RESIDENTIAL DWELLING UNITS WILL BE PROVIDED WITH SOLAR CONDUIT TO
PROPOSED 3.16 DUTACRE °Door°°°° C7.14 OLIVE CHAPEL ROAD CROSS SECTIONS
DEVELOPER ACCOMMODATE THE FUTURE INSTALLATION OF SOLAR PANELS.IF PERMITTED BY THE
MAXIMUM BUILDING HEIGHT SD-0" °n°OP'���A,n`,0�� ELECTRIC COMPANY,THE DEVELOPER WILL:I.INSTALL PHOTO-VOLTAIC SOLAR PANELS ON C7.15 OLIVE CHAPEL ROAD CROSS SECTIONS
41'X 120'SINGLE FAMILY 60 UNITS(PHASE 182),47(PHASE 3) e°=Og5'YE$$/Or a ;y°g THE POOL HOUSE ROOF FOR CONNECTION TO THE ELECTRICAL GRID.THE
UNITS �V9 PHOTO-VOLTAIC SYSTEM WILL BE DESIGNED TO PRODUCE 5 KILOWATTS.IF 5 KILOWATTS IS C7.16 OLIVE CHAPEL ROAD CROSS SECTIONS
22'X 80'TOWNHOMES 126 UNITS(PHASE 1&2) O- SEAL •"t NOT ACHIEVABLE DUE TO ROOF AREA,THE MAXIMUM ACHIEVABLE SYSTEM WILL BE C7.17 HASSE AVENUE CROSS SECTIONS
REQUIRED 0.006 ACRE/DU 7.40 ACRES PU LT'E GROUP 049345 = INSTALLED.THE SYSTEM MAY BE EITHER OWNED OR LEASED AND WILL BE TURNED OVER p
PLAY LAWN 9,0% %.,er TO THE HOA.2.INSTALL PHOTOVOLTAIC SOLAR PANELS ON TWO MODEL HOME ROOFS C7.18 HASSE AVENUE CROSS SECTIONS
PROVIDED 1.44 ACRES(PHASE 182) one^bv' `0°o,^'G(NEE="`,,,, FOR CONNECTION TO THE ELECTRICAL GRID.THE PHOTO-VOLTAIC SYSTEM WILL BE
REQUIRED 24.71 ACRES(34%) 1225 CRESCENT GREEN DRIVE IIC_'MdtEa.^,bkAa�F�<<FFN E 2or3R'`,,,3/30/2023 DESIGNED TO PRODUCE 5 KILOWATTS.IF 5 KILOWATTS IS NOT ACHIEVABLE DUE TO ROOF C7.19 HASSE AVENUE CROSS SECTIONS
a `BISFBIOIfasaro.. °0o°oaorar°°oak AREA,THE MAXIMUM ACHIEVABLE SYSTEM WILL BE INSTALLED.THE SYSTEM WILL BE C7.20 HASSE AVENUE CROSS SECTIONS
RESOURCE CONSERVATION AREA CARY, NORTH CAROLINA 27518
PROVIDED 25.29 ACRES(34%)(TOTAL),12.99 ACRES(PHASE 182),123ACRES(PHASE 3) TRANSFERRED TO THE PURCHASER OF THE MODEL HOME AT CLOSEOUT OF THE
REQUIRED 500 SPACES(INCLUDING 32 GUEST SPACES AND 2 MAIL KIOSK SPACES) COMMUNITY. C7.21 HASSE AVENUE CROSS SECTIONS
TOTAL PROVIDED 500 SPACES [phone] C7.22 IIASCE AVENUE CROSS SECTIONS
ttii
Ei VISITOR PARKING 186 Du'2 SPACES/DU=372 SPACES(PHASE 1&2) C7.23 GREENWAY CROSS SECTIONS
OARASE AND DRIVEWAYgi 47DU'2 SPACES/DU=94 SPACES(PHASE 3) ATTN:Kenneth Binkley VICINITY MAP
GUEST SPACES C7.24 OLIVE CHAPEL SIGHT DISTANCE TRIANGLES
(PHASEI&2) 32 SPACES(INCLUDING I VAN ACCESSIBLE HANDICAP SPACE) TH UNITS'0.25SPACESNNIT=32 REQUIRED) -y000l�II_
_L C8.0 6CM 1 PLAN&PROFILE
S f.
MAIL KIOSK SPACES(PHASE 182)2 SPACES(INCLUDING I VAN ACCESSIBLE HANDICAP SPACE)(I MAIL KIOSK'2 SPACES/KIOSK=2 REQUIRED)
PREPARED BY: C61 SCM 2 PLAN&PROFILE
i SETBACKS:SINGLE FAMILY FRONT 5 FT FROM FACADE
20 FT FROM GARAGE TO BACK OF SIDEWALK REAR:10 FT SIDE:5 FT CORNER SIDE:8 FT C8.2 SCM DETAILS
FRONT:10 FT FROM FACADE C8.3 CULVERT PLAN&PROFILE
SETBACKS:TOWNHOUSE,FRONT LOADED 20 FT FROM GARAGE TO BACK OF SIDEWALK REAR:10 FT SIDE:5 FT BUILDING TO BUILDING:10 FT
C8.4 CULVERT DETAILS
-SETBACKS:TOWNHOUSE,ALLEY LOADED FRONT 10 FT FROM FACADE REAR:5 FT SIDE:5 FT BUILDING TO BUILDING:,D FT _ C8.5 STREAM BYPASC PLAN AND DETAILS
- WATERSHED JORDAN LAKE WATERSHED,PRIMARY WATERSHED PROTECTION OVERLAY W i t h e r s R a v e n e l D9.0 GENERAL DETAILS
1/
HISTORIC STRUCTURES WA Frin D9.1 ROADWAY DETAILS
,i %0 COMMUNITY AMENITIES COMMUNITY GATHERING SPACE WITH BENCHES,TOT LOT Engineers I Planners I Surveyors z w o D9.2 ROADWAY DETAILS
TOWN OF APEX BUFFER CALL NUMBER APEX 20-004 \i D9.3 WATER DETAILS
- mo'RIPARIAN BUFFER 115 MacKenan Drive I Cary,NC 27511 I t:919.469,3340 I license#:F-1479 I www,withersravenel.com o 3 D9.4 SANITARY DETAILS
NORTH IN ADDITION TO THE100'RIPARIANBUFFERONTHENORTH,ANADDITIONAL100'BUFFERWILLBEESTABLISHED. /5 SITE
THIS ADDITIONAL 100'MAY INCLUDE UTILITIES,TRAILS,AND OTHER ACTIVE OR PASSIVE RECREATION. D9.5 STORM DETAILS
SITE BUFFERS EAST 20'TYPE A BUFFER -
\m D9.6 EROSION CONTROL DETAILS
o SOUTH 30'TYPE E BUFFER
A 30'TYPE B BUFFER SHALL BE PROVIDED IF HOMES ALONG OLIVE CHAPEL ROAD ARE NOT ALLEY LOADED. ( lell3D9.7 EROSION CONTROL DETAILS
WEST 20'TYPE A BUFFER LANDSCAPE ARCHITECT: CIVIL ENGINEER: $ D9.8 NCGO1 DETAILS
32 MAXIMUM BUILT-UPON AREA PERMITTED 70%(5l55 AC) KURT PFEIFER,PLA COLLEEN DURYEA,PE 42 uo.o OVERALL LANDSCAPE PLAN
(IMPERVIOUS SURFACE) PROPOSED 70%(51.55 AC) m L10.1 LANDSCAPE PLAN
[e-mail] [e-mail] �ti9
GRADING TYPE MASS GRADING 1y0p0
oyd L10.2 LANDSCAPE PLAN
%OF LOTS TO BE GRADED PRIOR TO 1ST PLAT 100% OVNEGY � L10.3 SCM LANDSCAPE PLAN
FEMA DESIGNATION ZONE AE:1%ANNUAL CHANCE FLOOD HAZARD A REGULATORY FLOODWAY PER FEMA FIRM MAP 3720072200J,EFFECTIVE 0502/2006 SURVEYOR: /\ 3d'
PERCENT NATURAL DRAINAGE PRESERVED 100% BEN DAYTON,PLS p3 L10.4 LANDSCAPE DETAILS
SITE LATITUDE AND LONGITUDE 35.7287,-78.916139 BEN [e-mail] /' g o \\\\\
x _ APEX BARBECUE ROAD
/m