HomeMy WebLinkAboutSUB201700128 Plat - Submittal (First) 2017-08-219
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ROUTE 29, L.L.C.
P.O. BOX 5548
CHARLOTTESVILLE, VA 22905
DEVELOPER: UNITED LAND CORPORATION
2315 SEMINOLE LANE, SUITE 200
CHARLOTTESVILLE, VA 22901
ENGINEER: COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
CONTACT: MR. SCOTT COLLINS
434.293.3719
TAX PARCEL #: 03200-00-00-04500 (PORTION); D.B. 3801, PG. 609
ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) ZMA-2007-001 APPROVED 9/12/07, AIRPORT IMPACT AREA (AIA),
ENTRANCE CORRIDOR (EC), STEEP SLOPES (SS), AND ZMA201000006 WITH PROFFERS
THIS PLAN IS SUBJECT TO THE APPLICATION PLAN AND CODE OF DEVELOPMENT APPROVED WITH
WERE RANTED WITH ZMA2 7 0001 SEE DOCUMENT FOR DETAILS.
ZMA200700001. THIRTEEN WAIVERS G 00 0 ,
TOTAL ACREAGE OF PARCEL 32-45: 28.30 AC.
ACREAGE OF PARCELS Cl, C2, C3 & C4 = 6.25 AC
PHASE I SFA TH UNITS = 4.83 ACRES
PHASE II (FUTURE MIXED USE BUILDINGS & RETAIL): 1.42 ACRES
D E; FA - TOWNHOUSE LOTS: 77 UNITS TOTAL 2 & 3 BEDROOM UNITS
PROPOSE US S
UNITS 4.83 ACRES = 15.95 UNITS ACRE
DENSITY: 77 / /
2 FA NIT ALLOWED - 18 UNITS PROPOSED PHASE I PARTIAL PHASE
Cl: 14 TO 8S U S
C2: 4 TO 8* SFA UNITS ALLOWED - 10 UNITS PROPOSED (PHASE I, PARTIAL PHASE) -(SEE DENSITY NOTE BELOW)
C3: 15 TO 30 SFA UNITS ALLOWED - 21 UNITS PROPOSED (PHASE COMPLETE)
C4: 38 TO 76 SFA UNITS ALLOWED - 28 UNITS PROPOSED (PHASE I, PARTIAL PHASE)
E INDIVID AL BL KS MAY BE INCREASED 8Y A MAXIM M
HE APPR VED COD DENSITY IN EACH OF TH U OC U
NOTE: PERT 0 ,
0
E D PR VIDED THAT THE AREA A-2
OF 25 /o ABOVE THE MAXIMUM UNITS ALLOWED IN TABLE D OF TH CO 0
GROSS DENSITY DOES NOT EXCEED 1222 UNITS, BASED ON THIS ALLOWANCE, BLOCK C2 MAXIMUM ALLOWED
SFA UNITS MAY INCREASE FROM 8 UNITS ALLOWED TO 10 UNITS ALLOWED, PER THE APPROVED COD.
PARKING REQUIRED:
PER THE HOLLYMEAD TOWNCENTER CODE OF DEVELOPMENT (RESIDENTIAL UNITS):
2.0 (SPACES / TWO OR MORE BEDROOM UNIT) + (1) SPACE PER 4 UNITS FOR GUEST PARKING
- x 77 NITS + 20 GUEST PARKING SPACES
T TAL RE D - 2 SPACES U
0 Q
TOTAL SPACES REQUIRED: 174 SPACES
PARKING PROVIDED: (2) SPACES ON EACH SFA-TH LOT (GARAGE AND DRIVEWAY) + ONSTREET PARKING
154 SPACES(GARAGES AND DRIVEWAYS) + 9 SPACES(COMMUNITY STREET) & 20 SPACES(LOCKWOOD)
TOTAL PARKING PROVIDED: 183 SPACES
TOPOGRAPHY/SURVEY: TOPOGRAPHY CREATED FROM AERIAL SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC IN JUNE
2007 WITH FIELD UPDATES FROM LINCOLN SURVEYING IN MAY 2016. BOUNDARY INFORMATION PROVIDED BY LINCOLN
SURVEYING. TOPOGRAPHY FIELD VERIFIED BY COLLINS ENGINEERING JULY 2017.
BENCHMARK: EXISTING TOP OF BOX ON LOCKWOOD DRIVE, ELEVATION 556.63'.
EXISTING TOP OF BOX ON TOWNCENTER DRIVE, ELEVATION 554.21'
DATUM: ELEVATIONS BASED ON NAD 83 DATUM.
FLOODPLAIN INFORMATION:
THIS PROPERTY IS LOCATED IN ZONE'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER
51003C0140D, EFFECTIVE DATE FEBRUARY 4, 2005, THERE IS NO 100 -YEAR FLOODPLAIN ASSOCIATED WITH
THIS SITE.
STREAM BUFFERS: NO STREAM BUFFERS EXIST ON SUBJECT PARCEL PER ALBEMARLE COUNTY GIS.
WATERSHED: THIS SITE IS NOT IN A WATER SUPPLY PROTECTION AREA.
EXISTING VEGETATION: THIS SITE WAS PREVIOUSLY CLEARED, VEGETATION CONSISTS MAINLY OF GRASS VEGETATION,
WITH NO EXISTING TREES ON THE PROPERTY.
SETBACKS: - FRONT YARD - 4.5 FEET (1' BUILD TO LINE); SIDE YARD - 5 FEET; REAR YARD - N/A; PARKING - MIN. 18' FROM
GARAGE TO PRIVATE ACCESS EASEMENT
= ND C3 & C4 MAX. HT = 48
E HEIGHT: BUILDINGS
SHALL BE 4 STORIES. Cl &
C2 MAX. HT 65 FEET A
MAXIMUM STRUCTUR ,
FEET.
LAND AREAS: IMPERVIOUS AREAS:
TOWNHOUSE LOTS: 107,200 SF (2.46 AC.)
ROADS/ALLEY: 46,860 SF (1.07 AC.)
OPEN SPACE/PARKS: 56,630 SF (1.30 AC.)
TOTAL: 210,690 SF (4.83 AC.) = 100%
IMPERVIOUS AREA:
TOWNHOUSE UNITS: 59,600 SF
DRIVEWAYS: 18,800 SF
ROADS: 42,680 SF
SIDEWALKS: 12,100 SF
TOTAL: 133,180 SF (3,05 ACRES) 63% IMPERVIOUS
OPEN SPACE/RECREATIONAL AREA: APPROVED OVERALL FOR HOLLYMEAD TOWN CENTER ZMA-2007-001.
I NAL- LINEAR PARK SYST
EM BLOCK C ; 41 600 SF
RE IRED RECREAT O
Q
U ,
PROPOSED RECREATIONAL AREAS (LINEAR PARKS AND CENTRAL PARK): 48,750 SF
NOTE: THE FINAL DESIGN AND TOTAL SQUARE FOOTAGE OF THE OF THE LINEAR PARKS AND CENTRAL PARK WILL IBE
INCLUDED WITH THE FINAL SITE PLAN.
TRASH COLLECTION: EACH SFA - TOWNHOUSE UNIT SHALL HAVE A PRIVATE TRASH BIN FOR EACH UNIT, WHICH SHALL BE
SERVICED ON A WEEKLY BASIS BY A TRASH COLLECTION COMPANY. EACH TRASH BIN SHALL BE STORED WITHIN THE SIFA -
TOWNHOUSE UNIT AND WHEELED OUT TO THE STREET OR ALLEY FOR TRASH PICKUP.
RETAINING WALLS: NONE ARE PROPOSED AT THIS TIME, BUT MAY BE PART OF THE FINAL SITE CONSTRUCTION PLANS.
NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY.
STEEP SLOPES:
THERE ARE MANAGED STEEP SLOPES ON THIS SITE AS SHOWN ON THE EXISTING CONDITIONS SHEET. THERE ARE NO
PRESERVED STEEP SLOPES.
PHASING: THE SITE IS PROPOSED TO BE DEVELOPED IN TWO PHASES, WITH THE SFA -TOWNHOUSE UNITS AS PHASE I IND
THE FUTURE MIXED USE BUILDINGS AS PHASE II. THE PHASE II MIXED USE BUILDINGS ARE NOT PART OF THIS PRELIMIINARY
PLAT. PARKING SHALL BE PROVIDED FOR ALL THE PROPOSED UNITS WITHIN THIS PHASE.
STREET TREES WILL BE PROPOSED WITH A FINAL SITE PLAN IN ACCORDANCE WITH THE HOLLYMEAD TOWN CENTER CODE OF
DEVELOPMENT AND ALBEMARLE COUNTY ZONING ORDINANCE, SECTION 32.7.9. SCREENING AND CANOPY REQUIREMENTS
SHALL BE MET WITH THE FINAL SITE PLAN.
THE LIGHTING PLAN WILL BE SUBMITTED WITH THE FINAL SITE PLAN FOR THE OUTDOOR PARKING AND WILL ADHERE TO
DARK SKY AND ALBEMARLE COUNTY REQUIREMENTS,
COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND
REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL.
t� t� i 1 � � t
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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LEGEND
Sheet Title
1
.
EXISTING CULVERT
RESIDENTIAL UNITS
EARTH DITCH
EXISTING CONDITIONS
MARKET RATE
UNITS
DRI VEWA Y CUL VERT
A
AFFORDABLE
UNITS
BENCH MARK
STORM WATER MANAGEMENT PLAN
CURB
"f
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CLEARING LIMITS
CURB & GUTTER
TOTAL
PROPOSED PAVEMENT
-a
VDOT STANDARD STOP SIGN
NON-
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EXISTING CONTOUR
6"
DEPTH OF EC -3A DITCN
20o
PROPOSED CONTOUR
EC -2 DITCH
f,
240.55
PROPOSED SPOT ELEVATION
TBC DENOTES TOPIBACK CURB
T/B DENOTES TOP OF BOX
AREA
BLOCK
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S.F.
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S
OF UNITS
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0
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C1/C2/C3/C4 4.83
Residential
0
0
0
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T7
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60
78%
13
0
0
13 17%
1
0
Total 4.83
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0
0
0
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7'7
60
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13
0
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1
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% OF TOTALAFFORDABLE UNITS 100%
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UNITSAVAILABLE
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VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
LEGEND
Sheet Title
1
.
EXISTING CULVERT
,,,y,,,
EARTH DITCH
EXISTING CONDITIONS
CUL VERT
LAYOUT PLAN
DRI VEWA Y CUL VERT
A
DROP INLET & STRUCTURE NO.
�
BENCH MARK
STORM WATER MANAGEMENT PLAN
CURB
"f
'
CLEARING LIMITS
CURB & GUTTER
0
PROPOSED PAVEMENT
-a
VDOT STANDARD STOP SIGN
-----
EC -3A DITCH
-2(00--
EXISTING CONTOUR
6"
DEPTH OF EC -3A DITCN
20o
PROPOSED CONTOUR
EC -2 DITCH
f,
240.55
PROPOSED SPOT ELEVATION
TBC DENOTES TOPIBACK CURB
T/B DENOTES TOP OF BOX
g"
DEPTH OF EC -2 DITCH
STORM SEWER
SANITARY SEWER
in
WA TERLINE
Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2
PROFFERS
3
EXISTING CONDITIONS
4
LAYOUT PLAN
5
GRADING & UTILITY PLAN
6
NOTES & DETAILS
7
STORM WATER MANAGEMENT PLAN
7 TOTAL NUMBER OF SHEETS
, "I' C) L"
P TE
DEPARTMENT OF CONIMUNITY DEVELOPMFNT
PLANNER/ZO`�INCa
ENGINE:E
INSPECTIONS _ _
ARI3 _ _
(DEPARTMENT OF FIRE R.I SCUE
ALBEMARLE COUNTY SERVICE AUTHORIT I
VIR(3[Ni ]A DEPARMEINT OI� TRAN r.PORTATION
HEALTH DEPARTMENT
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COIJWY OF ALUENIARLF .�_Itouqtqz The (Mmm MmH Vmwide aBlinlatyle homing cqiml ti,� iwcray
[,)epxrt m -cut of Community Development perwrit AW) of the hAal residefitLai uniu, c"Ortstructefi on dw prorwrty, in the rorrtl of far-salc
404 N -1c tntiry Kroad, North Wing VROVFV,14� FORM xc� -,nts and
an'd rovirlhott, l;�� ami Rw-� ip"artrilf,
Chaxtuite-st-4.1k., Virglnix 22901.4596
J��"Le� 7"ho initial riet rew ftir each fu -rew afrkwdable unit hall
P40BE (434) 296=32 Fax 14) 972-4126 Dafc� No%, en-J'x'r 41. 20 W At least 4056 4 ihc aflorktabic kmh,t� kvkll fic la th(� ficron of, fin �"ale not ctxcced the then-carrent arA applicable ruakanaD not rmt rato� as published by tile (rtualty
aud tovvrlhcnLne!� IFach s=&Wn p4o, and she plariror land vvithin dw MaM,,, Ht)trsing offiec" in Cwh �uibs�equcnt calm-slar year, tho mwinthly oct ren
IND% 4- ZNIA 20 1 (N-006, I IoNylucmil ['o%i,n C'47,-�rftr Arc -,,i A-,'� sidl dcAgnate the� lots or wlitF,� as ap� Ucabll�% Q -14r VAL nubject to die Ternis aml clirldrions of a Fix- etiAzIt fR-)--r a
I ats�i nmy be inercomal up io three percent (3%), For purl)050S of EWS profl'ur
i w', !Vtq� N�LU;Axns: 12,45 Mal 112 -101 this, pluffcr� inc"OF.Ixtraw alli�irdahlir units an dogurbcd hemin, im the tc rainiber (ti' Aak. -al "net rent' mearis thal. ihv- rellt doen Jima: inc
truent, the lei Aude, terwut-paid utifltiesi, Vic
irriter 19, 2010 such lob, or units, dtvii,! ted ofbirdahlc tlnics WAn ench �,�,,utxlivisioll pla", an'd �sit,� v4an micall -tvra affordable urtits anay aot t�xotx�d ttan� tn�-ixixtwlll
,!,fia m uim , that the wnts for i�uleh ffir
4,1-5 Acfcs to Q rczuncxl Vint RA M NMI) ;hall onsthuic a ndninmm of n.-o-nty ix::n-�,crtt (2WQ c& the kAs in such sulAwhian phn ta ON, nwas esutblished in this Proffier ill shau 4prdy Wr a fWad of lem (10) yews Auvring the
Scott Coldins, Coffina engineering Plan. &m�- tha CeTtif"wate of'o-ccupancy i -s kskied 1"'y (h1w, Aurfty Rfor tmdh f4t-rerii affordable unit, Cr
in conjuntihou with the A1q4WaQxn PUm MUM QN4A Aplaiicadon Ila" Wr NNIE) 11snion tj�,'
200 Garfatt Street, Suite K "until the uniss are twIld ,.ts low ar tmod-crame ccn�,ft unils qualifi�rixkg
fkdom,M Town dated Ximch 13, 200)6� Auigtva 3�L r-,007 (mu" � as such urldct eillier the, 0 <
Charlottesville, Va 22901 H- T'ho tnay 1'earry-cw-or" or f6r affordable rmUs hi dw cvnrt all Vinginia 11-1 ousing Tk�vftloprnent Authority, Fwnw.as flormf, Adinirtismadon, or Housing, and r
"Applicabri I an an -d the Anwridinent tfr) the Application Plan en(iflcd- "Aimer0meto to the individual �iuhdivbiwi phrl or ske plart. tht5"ign"Alc% affi:mlablc urtils 01,at In 011C." exccr�cd ThNin C)evelnpulenf, Sec(ioit 9, whif"lu-,vcT comes first (the 'Affl>rdnbk�
GcnerW lleyclopinmd Plan Ibr ZDJYA 2007-4001,�� <1,avd (the �'AvlendcA U 2:
RV ZMA201000006 Hollymead TowmCenter Area A2 the CWwwy pi"'fecta (201/',1) rub-lirrulcu RV SKI sulodivisicni plat or �,iite 1'441n� alui such a�biitional U-)
TIVIP 03200-00-00-04500, 03200-00-00-05000, and 03200-00-00-05600 App%Uon Plan Rn Wmks 131, 1.12 andi B4,") ,imA llofl.ymuc'ad A--- ZNL, afTnIA10 lWiN may be allmawd, tYrivzu'd tit-er ow"nity (261! �) rninhifurvi cn any fottm,%,� z LU
2010-0106 R�;,-voning ApTAication mixt 11M re*�,Q�d Co"'Ic in j-3tqn-,*A-, All dc-eds corviryirtg" arly ixitcm-it, in thc i
-I tlornt 'Z -0 b e aft"ordable uniis cluxing tfte Affe.Tdable Tcrm shall oontain langua"ge rtxifitn, that �.-nlch unit i�i
s'U'Wivisiam, lilat oir plan, ps-,�vidcd however, Mai thc roaxii un -cr 44aftf -N!, , i uait�:F
__fK z
Dow Nit COW that MQ' b0 CUrYiCd OVOr 0V IMHked shWI nat excoxi twc�tty t'i'arcent ('20%) of 1,11c ti'llat ullits, oll SUbjeet w the 10TM5 of this Profrf�Lr 2. in a-dd-ition, all contraizts pertainin Alic 0
g t o a c, o nve y,, � c, o f
any suilKinkm plat or sitc,, plan_ 'ffic Oi&ncr sJuIll corivey the resporuibility of inlialt, 4fnly ibr'r-rent afl.brdabid unit, or aay f,),,wt there.cvf, during the. MforatiWe Ter -al ShAll canwil 4 two
auf re7 f I O� 2010. Your rezoning affWablin turia to the WtAn"unu owwas of lots swohin dMI propwrly. With �,-,Jnlpuew wml fill! Actosurs of tK mitricti®rns and e�%ta [isix,1 b-
y this Protler A LU
The Boarrl of Sup*,--,.rw-,ors approved y rre ull
-n-ni g appikatiort ml, Nuverribe Jax -N-Iap Ntnuix:r-s� 32-1-�', zind
ham FT 15 to Neyhborhood Model D�stncf was approved in accordpricji� with the attached proffer's dated �0,m iilh�cniifi J wTitton approval �A' the couoty'�-, Stduli vi,-*io Agrvro, lr�,hc, twn-er oy roi swxcssor-s� rtlay �visc Vast thiny Qfy days gnior to die tuinvoyatze of amnly 41tere"'a (I'Mc-'r tIN-Ml "or the socurtirig 'of
lbrdab,lc thc thou-
whkh Wi and unit-typts, �-uc dm�iguawxl on tfic Phil, or sitr -Aart dva vvill t,,,,unrAin le qitduringLtjl��
NoverrTer 4, '2014, An application phin/pan d d*whpmwtt daled Novenifter 1, 2011 mms approved aq,, Wynwad lown WnWr Awv�a A-2, ar�r� Subicat 10 rcamiing owp6cal,ion /,)AA, V) 1 ()-006 arid Lo
part of the rez ning. Please refer to these Knurrents tar any hAkuoe appboatiorYs and, requests on tMs do, Flovir Wensla (dw lhnpeny,,�. 'I hc Propcxty is dewxi-hedf k�oth inott, pwlieularity orn trlcnagagc riced oftrust) in any fbT-re'n't aff4rdaN w
crurreol, ovvnkoa 411,411 olytify the C�Ouaty in 'w-ritipg, (if trhe� canveyar,�,- e wid, provkk- thc Tntntv�
-t Plan. which applk�-.� ui all, 1-iorGons ofibc llroperty fb! Bic unit's i*�-, prlwide�!i omfc�r rfri% fyalf'Tcr; wtwt Vve nurrilmr cg the 100 W
Property. wkN Ill, 132
'2 Tliz- Applie,utd,on 111.an deQnwed givalt tu,,xi fiv redw,ed. 0co autuAl wwatw im dw p"n"(WMANd tiftkt Of CA)4`1501X:00U -,dhall "'Iddo'ns, amd L'Af-1,01cme tmiliber of the and -� late tht� tho roquinc-nents, of"Ohis
and 114, and tfic Arnended iNpp-headmi 111mi Par Mks III& Bt Offbr mlits '40M imwmnec,�- k- Tb-'afs 6glity (A '/ , I. LU
Please be advised that although, ths Albemarle County Board of $uporvisors took acrion on the and kla�- Arv�vndcd Application Piam lin WwAn H I. H2 am! R4 am aCarlwd We& as FxWhl-, Kr,) M'thc ama rltafrcr 1111(2) hove lmell satisfu5,11
nwd&i kwmnr Wri dot hmwittg, cio,,so, consinaing of, principal, irkwoost, fe�al C";u-t< tzu-,C�i aud
project noted above, no uses on the propertyas approved above rpoy lawfully begin until all A a.nd B, rc�, pectiwly.
applicable opprovals have boon received and condWons have been met. This includ -03, Wnwowners insurmsuc (1,11,11) rwt cxc&,��,J dliFiy r,,�,�ccnl (3014) of (Its gwoss houschw4d (�3), n -�fc ferm -writlhin
0, tlio �kfhordaf
dayz, (,�r,-"ach camal Or Rom Mgt Wr mwh Awamt &LUAr able uait, tbr-'-
-wircl Of tht, Propt-,riy i�,; Routc 29 a Vr- inn krnil,�d liabilit�' WW - m -��y f ,
compliance with applicable PROFFERS; rircnridt� to !�A-, 1%11-w mrie C"ounty Hou'ving Office a cv,,yl -if the rental or It -for
compliance with requirements of the CODE OF DEVELOPMENT Vwiwr"). A� Vi -Sair a 4, lie affocd-ablt� W houwAWN eacdh such lutit resde'd lot omws Ow paud rare RW 3mb unit axlzl� the,tenli of the rentIll or Icasc
% , Aflirrd-'ihlt� - i ,
compliance with conditjbn54�.df a SPECIAL USE PERMIT: and fE _�_ agreerneat In addition! during -fien-aw-c-Ilt o,,-vM-,r iball
Wi(II it-lcuntoi less thao ei� I
pwtc wi (SM of two ame MWAM M, Wome the Aftlardable 14mv the, I
Tlw (hvni, 1 j
approval of a ZONING COMPLIANCE CLEARANCE. -r hsnuby vohulltwly proffers thia it' tfkv ."Mbonalic comay Ewa, or Supervisom Qa,,L_1,ivjn. rh W or ag -.tv� Cir
af reiii kias
cow�h, nl' of fwirlcipaL the (Axanty, U sequested, any rcportq ccqhes ,erw effi(n, I
owls W mmunty liw Ptupolty to Ni,�iph h whom! XMI MW (NN4D) sm mqu"M the Owner YOUlAi rmcs as the Ckwnty rnay Yen in -
'ie i I " inlcrcs�, real c!atuc laxes�� atid injurance (KA) J0 rwt exaW 1hilly f-rcrecio, n�
OIL (30%) of
thc� Preqxorly in acmad widi dw fh!Niwiuq� lium"u'n-A to ��- ci ml 13 1
)VLjd"��d� th�lj Ito VJ N 1
t)f' I'll"- ())("e Of VaNiso. 19% as mnendot ;nke,i pin-�;tnno- to i�cbfm 13, "', o", lhw thc Allindatitc Unh Qualifyinv lucofnc-� f-'st", '. e C i t " h �, 1 e
If ycu have quawhris or cornmenIN,, re,�,jwdinjq lf-,e above- nuttcid aution, pfewse do not hez.�,ibate tri cortact the selling prkc of sush affordable Iii-.1jui Fe li'i'lun"c'd ic"Ok"'w" than Oic, 4,40m, ilini-Kjivd 'L4L(Lad tqwrave�monts� Withirl yvv: [1) year aherapprovul of ZMA 21-,07-00 1 th r-1
Albwioiirl,� pnil'l (d W I zsfrm-eis shall, 1-k- corriplettad'.
FWn HQNs at 29=32 Nhwty Hunivarl Itur Hundrad XUars (SM,100) or sixty -Kc, T.�m,-,cut (65`,o) , 5 tic
Ow mqrwawd ream4g, und 1hc (Avnor th,,A flit� arc
rndc A: pwilirs =:ptcd in cxitkhinctiork vvilli NI�A �!00-00L If Vit'giflia [IOUQUP lJoVelopnicn! Audwifity (WHIA) maxinnial nhwtgage Ar Alt- to Ou; nwUrn
Sincereiy, G�,nle li'mytt bl,y�ws of the begin ning of (11K� 90, andl qkialifi,calivai p,-,n-iod NWVI.int,�, Strect f-mril the in(wv�ozxtiott or Twwn
rezonAW ap;Ocathmi 7AIA 2010-00l� is (lenoc.d, prnflo'cv�, 4,�,-All hummHady be IM111 awt -day
Khrenced belove. The Ouver (w its or att:4� al, its �qition pru".'itic dovm houndary of Area �A. k4eztirty r trmt will have "N't) twa %nuibbon"d
%vhj ami or no lixomr, ti�ircc and cuut, and aw prWl1S,.i �Accqptod in, coqjunctiim ivith 4-i""'LA
?A17-001, as NVI an shv AppWasm, Plan mul Ow ot, 1)cV"'dv;rmt�f1' apJ-.movv,.,1 in payluent ass�i,,��Zanwx,, �iec-ond inortgzigu-s) to rcducc the co�is tc� Ow, tm w'd one r1cli-thNiund tnxi, ouw I icy,�jc laof-. froti.-Aly, onc, finm,-n in oach
hornt,-huycr, �,,o, WSUVIO RMI RK=g;k4gC' And JhOtl`-�im i� rk�. frt'� I i I � at, o I I ,v� I o vi , i I �Tc- dicl�TcVon filay be utilized as on-stx-cel pmthg
V� Wayne coqjuiwiiim �ivith ZNIA 20074MI, whall cwiriuc AN aMAy to Hollyrnsid Wwi Cttut,�%, Arc��i parameters obove. ,%.It fil-Fancial or de ahuvc, tnu�! iw
Dkecior of Planning N 12. to the primary jlnorty�,igc fender, " Arty %olt second sccond <
exmnwd as ):tart, o -z" the aff"bidal"'N", binl-sini, prof
fittr L -all bc donawd In ill 4'-uunt,
Aibcnualc (thc XVwVf1 or i�s dt,��signcx� �o b,'41 -.ss ark)rdabb� !"'ich
Cc: United f -and 'Crx-poiation
2315 Serninoie Lane, #2(010
VAN 22960 LU -*A
3 (y) t..d
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z (N4
Effigum
31 sit
CNJ Elf)
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CN UJ
'hip", f�'xwsiori and, Scdimc-nt (:antrol ind Stfirniwattr Manaecturnt.
(,ritical S
tivila sh"'tV apply for Ul =1 sJop wylvoy A I any amuls
1K Towyn t.,�cntcr 10rive- Ftoai) A) fiLk,,�rt fl NV rm"41'r A� Critical "ilopo, 'Ll'bc 0 W >
i - niw �-Jhn� -c cv�,a -,n�
hc E'4. ci T'he annual aqw1awn" :311,113 b- t4� evj �,w.�, z10 �A�At�t,%td "-d"
NN41) zoning [youndary at the Wervaction of' Nlxfiog Swcct to its Will 11(w tf�x, ptvoulleq fn �Oan, Q& n;� -atr ofwb�� -OmA Z-4 01,0 kwafcd ill critical MCA Ki
yo,�d hy umer- I WhOd by 11-42 e ��eqj. of i ie Aibe�,rimrlc County
(A As m 10yx 3a of QxU00- I oalctxl-ar -yez�r ro--.140� ro-1ko, axti thc 01� Code- LIJ �J-
Rowc J61, k "'i known os Oick Roa& T'his scvtion fjl'Tovin 06vt
shall bc, con�suucwd ul acc, rro'nodatc two Wvv�zt hille's, N�vith a ;,�ccfion 'imwo.,co bl� ft Erosicn imid Sedgpot; ConwaL I hi,.� (.1,A,:ncr thc rz1a\ijnU!n c'xtc-jj�-
am cmmty ami VIXf F in a inblitnurn 60-M Wdu Qbvobway� mce-ndy Ft.,n, 0wh vuh 6.-ing p;ilid ut lhr, ounp4iiij z
c ccn z;*,n lxx-�dingly a4mud W ywf,
practicable as delerntioed by, llw (;ourttv's Proigrawn Pgovi0v additional
L I i -,
Fix of ft�,, Polfl;�,r cach strecs nhadl 'ux,,- (Iccawd �:oiwqylo<, Wsioi� and s 0� a 1�`Idirnef 11 rcznw%�,-1 �avc of vil >
5� AS=0 10 Olvftc4 *A2 JCJiC;nc ill trx, �4wqplc sta,11,1411twa 7,6 'gre-emvty" WNW eqnsoly tq 014in , , 1 �Jlty MENEM
4guhatory n1i'I'leturat
%�hv,o 0 i�s rt-ady ui, ilc by CK Albonmic County 13=1 of Qxunkms Air (hc Vrolielly ON- a eucrc'-nt I'L ch
I Ivw dedis-alknt on Nz Applk�ilion v�
to Atb��,00nvik t.Ntnetry fi�pr pwbli�e wg. "I" I
`tJ,.=nv,*ay Are;4 dkxfirXfi,'bd-� lw� Altvanoti; Cbwity,' zir"41 �Olall 40nt-je.� �l �tfjfl of LW! f1my 1�,ws Ineagums achieve a C451 QUAMI rrmo -al fatc.) W
inlo the Nysterw, aud thc h,,v, ob4airved firoul Ithe Knuu,",
ineer aok"-r0tQn detcrahnatimi that 1hQ sircul is �-wrv,01 "'vxl clinwtf14,.-�nt fur fralfic� Ilt-fwkdl 071M wkli n KAmm width of sl) fic�a t-tn uhc ow It ('If powril F-
-r:�oct to t1w, knsAu,'qi-0A% Of 0-K, PRIJV�rty 'i fl� toa will of';w ioOtxb� ah C� Rcvc, cvaticm, Within nhlz (9) rrn:, rrths, �,lfter the x1farl ot, apkier any
�%, - Fetqwlty '�,',Pognd -f- 211-1c Q-," txt Ahwll
g. dh, CrOsiorj ituIrl sballtx� inst"ofled on 0 U %J
'!'IW f'R'Ij lisurid Wrein shal't ix, ClmLxlxu��vtd ill Jot ut Comm! no LU F
1'1`�,'�)%�`It C!11 llx� Ap$-4itwkv, llm,i �4"41 ttw- C,4e j)r ilrCZ1,q
QVIC of Q Vchipulc'm w,1,,iapq-Nrov,-d a�-; I. -nail of ZMA 111116M owwhich v�ifh rc��pect to thc roa"J all thn, dernuled he Pmwlarn Aufthg�),ritlle f lcul'lrul I tics
Gfk:CnwA-/ it) Ow cowqat th-,� iio)c of 1hr 6t'at k4kz l4VA 09 ��'i�AldiViAWP V -SW 413i'WQVAI� Afiff i: Pi
(:�,,Rudrwd is! the Ccxlc af approved ift r y of alc pACT appwved
arc the gamic as 0100c ounct"'l',c perimlow,01-
"gralic aw xw� "Irk-cliway Annk to bv, iixjudol w thn v)1;&I iuv�,��, I
eywhonslint 00i KNIAL 2W74111t)� ap-,l %-4itt rcha%,l r1ths mKnWkA hy dw ()Wn�cr --nall nipproved buiklin�(� f-w-rrniL A t1get Q) wlt�ilth <�xtclviio�� �bt the, ifnaaliation
01, ("IVtr :�fx-xxz ��indl within th. Flvr,�lx z U LL.
i floc it. t�ot d;Cdin'-yf-d lJy
wevotal on play hx! Kniii�e`i
prctwiuIg thc- ly Whomify 45 lei spechn't
plm, IJX� � 1
by the Vhgwi-,� Dcp�'ulrn� tj If t �
CtM LL-
do�,Nl 10 xx I'. v y I hc� ct, n way (y) I k- C'o ivi v�t siocludling hat r".011, lh�4k`z) To
I be Owner,,
A Put= 1"ransi -iliail 6:onslroa n--vt> pohlic tran�,sl stops, 0
The location of Ow. plIbHt- traiv it, sscips sh,,111 'r, '[lie 0,wncr sh�zlfl, to 6Z4� C"U"'crAl a�i
1-4 the Aubdivkiml 14A, or Plan 111--o� llh,�, S
WiTh-1 I-It".4yulead Town Nrc-a A-2'. 4n �,,qn:o, W CIO
by the ("ounty's plrq -am Autlx*rity- providi,,� addilional stonliwator
on the Applicaiiorl Min and m-ttlif�.Yxl in th"', COurrty liles, fliv N."cilt4mas "Aull"I bc
0c g!r.
tox,'��t fxl�vkct p,'ak- (ill(,- 'KK+0, PAVW") 10�mt'd oll the t�dgt of:f?jl<p�k fj I,
",
;tpproA,-- by ttv� Diro,,tor of" Ka-afling ptior tetq)pq�wal of liw fi -t sut',divisi4,fri i [,#,� b.,etter tfkan viould, ri,�quircd hy- ffi�:
ir� phn ar sku phn Cc= 150v hs Amm; Olt OK� A?rv�wlcd Aplifv�wwna flhv�, 6;�- B 1, t32 ar�d IV4� av-4 �dat'k xl,� rq, 41 �,i
Nor lff,-Alyi-lwad 'rown Claw Aren V1 ConmvuA�:Ikwn of dne. frublic Iran'sit "i1g)ps nIAall tx,-u�ur in �'AtCr Pq31V;Cfiofl 44jrYl.i.tIAV�CC ("kii'n"Intarle Cwanty Cofde, 17 -1 Oft ctt i
-tmovel UJ
11-,v, "l-w-WE4. in av-, mra'-4-tTpen A�qxw4, at:�d xxi-vot
kA)n;un,,,6o1i vkh iniplovarnants 10, 61 SuNovivion Inlat or Bic 1'-4,111 or 0-x public strr��f !Aa4mi of wt vigbty p" f
which, iocludic tite j�w tf)c smj*, ise dewgu Qr w, Imlihe :ItQ�v �41afl he wiho� V'nq- ;,y, Tlkc suf'kd6i�, �4 p4at ?M tic PtN
o inchgdc 4 rnloj dim rh�- ar-d s ft) r C' I ory %ttd $hvU Owuvk- sfi�affl caum; the
'Sub'icca to appwovwl by VOOT acid thc Count,%, i(whude -Y(l less thtfri 2W, limic! Pawk-, i�,; fix fir"firl:t ooikAion to thc of A-Ilbmn�vjv, mid, uf-rx-�-n th- Ljj�§ Ul
U U11 9-4stmad
D
sq uarc o f p -A v c 4 si ufiw, �,� ,,md t hhttf; fvqklz�,t 474 IN, gfn-� 1;1h�,�A,AtAk,,-�,N� in Vj�fj�
C PJJn`- ('Own�� wopuucnial And trAphusa huildinlg_s ia dw Pi-qtqet ts,� fx dciigned and
4 ow Wel pw-k hi AWikm<,4 by WNW Nxt Jvili�f �Ihml p��y ih,�- of mininoin-t f',nfr -ts) uni-r U)
ImmyWy cc pwvw� Palk, vcx4- cq nXXV ;A01, uro:o:of �fr�d pfqVoiWg and certilleallon ��23) cre4i! rx-,or de I LU
4, -t Rse�,, una, �he 0,vllcr j�h�stl Building Rating SyNtcm fb
gs Wouriing wth Vic P5 X ai,kc fiC�J�j r Iscyelopment as act Amb in the WO Want
_iLt'rof -� 0 - C4;.
oash on u [wr dwc.�Onig unfit ba,�,iS J�)F JJlC PtVIA�S-CS Ot'l'undiug l3cr,12',wAr Drive 1,sp,,c�ndk-A, v!hcr Building; Rafing symom. Version 2Ak July 11nor to� fl -W �,�suafwrj r1l, a 1"Iffild;ng pinrrt,-4 z LLJ z
-hif-ct
County fy�'blic 'znfety� 7 jr<V!��ljr,j 11c khall s��,lbma �a cedifi ro� i duo 1M) wifl -�d zmc x
LUS LK
we fhd Mac MENEM
",fr �palrAq that tbc plan
Rhall 0: $Q-A(,K i, f6t� �,-�ach 0 F 0 t ot ,, v 1� i l k Mn- t I V", q a i T X�, r.. V it J j 1. J �U f I t 4 f
tip L)
dv�Y-fling tmh� �,nhf-,r Nan an afl��rdakile dv�rllio�g unif ("Mikel Rale LUVA, aral $1 i AM (mail dcawww As A Wph, CCwet� kn oencr lo��,mrlugo*y �sj tq�- reque5is Was a wificatc ofoccupallcy rbr ati�y building h -yr whiL,11 a r- , ed
are ct �c frdet L V-
im an AMM amea !o -r .oxh wc is AV 44 0�,'4� and, 1�- Owmn,� lf,,t ca"
4w c"h nWKT1iIy1UPUdnn2n1 XAV1 ilfut (`MiV s�lch a Qcrtiticilte. the 0NVnYT s�-1�111 StdXrrij 10 tht: (:oUntyl; 1Q`cCl0r 'of (Vonlnitrnh)�
the Va�cility i.�;, nf,,�t d�ufiw*cil by ��OWivi�jlxk p4w� ifxz� Or�-�Icz on
�aw--c i. if! t ric �, I ti, i I d if t gL Development n wrilkh slatenwnt fibli Ow ambiles' that !.he 1"mudirig wzv wit u; kh�� ptnns
Ilxlz,at:� Strch c,4asb txmtribution �Ju,411 P�,64 al tllc lime of th 000 Nq On comkof" SIXAVyNg Vir Kod, ";Ovv�§eing v�r "wirc plizt% thcreof and pprvp ing ai,�xf , , J Cf)
The certifie'lit waa
perlo.k �br vitch ncv�, unil, IN-, knog or Olt- n; by �Rate
lit'at wc�,Yflkd ap, A,, 75J-0) sqnare 11'��,�et
�!rlot F��ifj!Lgl� '11W Qvt 11. EQyRkgLEhU6 Ilk L11i
I.kgInaing Janustry 1, 2008, tire crn,�pmjl of ruh ewh vinwribution mqKni he"K 00 tO IV tbe tffrV Of 'MWWWC of Cwh tmiidvog, po-nut thq�,� (nhing of frkv,, r�<CJYrj��iv� A
14jr! have Imenioned i�,w NV
, X) ,; tunvv-,
- ofurvin: sTrUMV by X&C faw, rcir ihc NrIx-m.: �,W WrAi:t�g itx -'ax-rmn-s�Knt *, w-ve Mw to buBdhg thal would auflKwizi! up to 200'I'A quar--- rn cui
tx,, ��idiumcd annually unW1 paW. to rcoNj any Uwamw tar damewe lbr Q1 lisreQuAing, calendw LK
year 61 16c CinnpamthT (lei NIuMpher, Regbaml (�Ity A�,,eragc-, Average, of mgwom amomf f��iNhcv wo dvcnQncJ by the <Amn, rwk% �0 L -J
Walding perau -- shall Ivive Won WOW JIM al kmsl IN) rc,�iderntial tudellklud! pshle tu KAdQ," LL <
(AWPWy 0 NGNMny Ek"dw V-'aflhr, by ouAf"',;a, %AU,,w,11afl ��l 1XII K4��ut cvtioo Dqktt rnv�fl�', pundu dua would aullorize inom th,,0l 200JXX)sq 11 iluilding fx-,rwi�s CC Luli
fit(. MWI haw 'hi-LeTI is-,iltt-id, for at lwzst 64)0 rc!�idc-,atial wi,,-irs, t r%
and Will �Jhe, or thc triwrt a�ppticabk� Marshuill fL, Swol inck,,x detu.rTniiied t',�y 0
Comm if Marshall -&� S-A ift c�uaz;e of the In.dz< ic �cni,,Oled 1-�'er6u4 Ill flo cvcpt shajl %V z
any uNsh unnilWhion Inle alpmwd 0, a mn" ims Ron Ic amawn Winfly totdAkhrd C)
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TAX MAP NUMBER ADJOINING OWNER INFORMATION ADJOINING OWN R INFORMATION ZONING/USE IDENTIFICATION
DEED BOOK/PAGE ZONING/USE IDENTIFICATION TAX MAP NUMBER DEED BOOK/PAGE
tJONES, CHARLES DJROR Ll DSAY ELIZABETH WRIGHT X
:���,,,.,I�,,,-�032BO-00-00-03900 WINKLER, MATTHEW P 4572/046 Neighborhood Model District A 032BO-00-00-01600 3489/572 Neighborhood Model District
tGARRETT, DANIEL M OR CALIE M B LIAO XIN 3462/076 Neighborhood Model District y
32BO-00-00-03800 Neighborhood Model District
3802/630 032BO-00-00-01500
0
THORPE, KAREN C 032BO-00-00-00OA0 TRIBAL PROPERTIES, LLC /O REAL PROPERTY, INC Neighborhood Model District
z
t-00-00-03700
3808/518 Neighborhood Model District 032BO
tPOST OFFICE LAND TRU T; CHARLES WM HURT
-00-00-03600 Neighborhood Model District -00-00-0411<1 Planned Development Mixed Comm. AA 032BO HARRAWAY, ADRIEN 3804/581 D 03200
t-00-03500 E
ALLEN, SONYA DENISE &SHIRLEYLFI HERTRUSTEES
3804/556 Neighborhood Model District
iz, POST OFFICE LAND TRUST; CHARLES WIVI HURT
SMITH, RACHEL N OR DANIEL B 4288/707 Neighborhood Model District F 03200-00-00-041JO Planned Development Mixed Comm. BB
�1032BO-00-00-03400
G
& SHIRLEY L FISHERTRUSTEES
-00-00-03300
03280 FIHUE, JENNIFER 3905/631 Neighborhood Model District
-00-04300
COLUMBIAIIH LLYMEADLLC cc
032BO-00-00-03200
COLLAZO, JOSE Planned Development Mixed Comm.
Neighborhood Model District H 03200-00
C/O PROPER FY TAX DEPT
032BO-00-00-03100 A
LAGIB, KAMALELDIN E OR AFAG 0 SULIMAN 3730/716 Neighborhood Model District -00-03000 ARISOY, EMRE VOLKAN 4043/725 Neighborhood Model District 03200-00-00-042AO ROUTE 29 LLC 3801/616 Planned Development Mixed Comm. DD
032BO-00
:j
ROUTE 29 LLC
-00-00-02900 BOL i ON, BENJAMIN OR LAUREN BENSON Neighborhood Model District K, 03200-00-00-05000 Neighborhood Model District EE
032BO
PATTON, AN IN LYNN FF
AMOS, SAMSON OR RAHILA 032BO-00-00-01400 4406/646 Neighborhood Model District
it3674/471 Neighborhood Model District L
r ? FRITZ, JAY R OR CHRISTINE L NICHOLSON Neighborhood Model District GG
-00-00-02700 SKELLY, PATRICK TOR DENISE M LEWIS 3677/587 Neighborhood Model District M 032BO-00-00-01300
--- ------- 032BO
Neighborhood Model District
032BO-00-00-02600 PEARSON, LAUREN ALESE -00-00-01200 NEWBERRY, ELLEN S OR BOBBY G HH
Neighborhood Model District N 032BO
3431/058 Neighborhood Model District
-00-00 -00-00-01100
iBRU NAL, SANTANDER A 032BO PRADHAN, KRISHNA OR CHANDA
032BO -02500 Neighborhood Model District 0 STERLING TRUST COMPANY CUSTODIAN -00-00-02400 FOSTER, SEAN DAVID OR AFERDITA 032BO-00-00-01000 Neighborhood Model District
032B0 4056/657 Neighborhood Model District P
-00-00-00900 GAUTAM,SURESH JYOTSNAGAUTAM Neighborhood Model District KK
032BO LEE, KWANG OR EUNSOOK CHOE 4158/459 Neighborhood Model District 032BO S EXISTING SEDIMENT BA IN -00-00-02300 -00-00-00800 SHIRBACHEH SAVIES ROD Neighborhood Model District LL
03280-00-00-02200 COTTON, SHARON M 032BO
4064/340 Neighborhood Model District R
IPROVYN, FRANK HUNTER MM
VARGH ESE, REJEEV G OR ANNIE 5 032BO-00-00-00700 Neighborhood Model District
032BO-00-00-02100 3470/302 Neighborhood Model District S
tSCHEDLER, CALEB J OR PAUL C SHEDLER NN
t Neighborhood Model District
THROCKMORTON, WILLIAM FOR SHELLY L TRADER 032BO-00-00-00600
:�iO32BO-00-00-02000 4636/384 Neighborhood Model District T
tST CO PANY CUSTO
Neighborhood Model District
itSTERLINGTRU DIAN 00
FASSANO, RAYMOND P & RACHAEL A FASSANO 032BO-00-00-00500
032BO-00-00-01900 3460/290 Neighborhood Model District u
TRS OF FASSANO LIVING TRUST 032BO-00-00-00400 ELLIS, LINDSAY S OR WENDY J Neighborhood Model District PP
RIDLEY, THOMAS WILLIAM
Neighborhood Model District
032BO-00-00-01800 VANDEVER, PATRICIA A OR JOHN E OR Neighborhood Model District V 032BO-00-00-00300
QQ
tSCHROPP, CHAD OR LISA LEAHEY Neighborhood Model District RR
BARBARA RINGLE 032BO-00-00-00200
-00-00-00100 NAYLOR, CURTIS L SS
TSAI, MING FUNG OR CHIN SHAW STELLA TSAI 032BO 3608/463 Neighborhood Model District
:032BO-00-00-01700 3992/183 Neighborhood Model District w
% ROSEWOOD VILLA
03200-00-00-0411<0
�1' L DIP I N - U T: 1525-51 GE OF HOLLYMEAD LLC Planned Development Mixed Comm TT
titIit... . . .... ... .. tTOPOGRAP
61A HY/SURVEY: TOPOGRAPHY CREATED FROM AERIAL
SM�] 1 TAR ��A, A N R V: 5_57� 8 ttSURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC IN JUNE
BY LINCOLN SURVEYING. BOUNDARY SURVEY
NV C; j 3 9 IDROP INLE-1 INFORMATION PROVIDED BY LINCOLN SURVEYING. TOPOGRAPHY OP: �39.65 ......... . ........ 1 5,_52 5 2 FIELD VERIFIED BY COLLINS ENGINEERING JULY 2017.
`2. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS SITE,
ii.......... N tV 2k tPER FEMA MAP #51003CO140D EFFECTIVE DATE FEBRUARY 4, 2005.
�, ..... .......... t........... 6 2 t3,J IIittttIttttII.. .......... ... ............. ................. .. I. ........ . ..... ... ..... . ................ G ............. ttI...... ..... --- - --------- --- iFF �GGHH (K EE // / - i � -�R;A "L � I A B C D E IF G H I J K L M N 0 P X Mw NN 00 P� Q
EXISTIN61ADA y LL Q RRSS Iz _T NV�:!N 5 5 4 I Cil ICU RB CUT ",EXISTING 1-24"xEI" CROSS; 2-24" G.V.; 2-8" G.V. --- - --- ---- i�i: L .. .. .... . . i3 1-24"x`12" CROSS; 2-12"x8" REDUCERS; 2-24" G.V.; 2-8" G.V. 70 Ob DRI E ------------------------ ----- ------ --------- — — - ---------- 58' PUBLIC RIW EXISTING 24"
�PUBL BE �,C MARK _K TOP OF BOX$ EXISTING TION RWSA D.I. WATERLINE N ,A 5 4 6 a 'IEXI-STING 24" - JVV ----------- L0,CA tv
EXISTING 12" SED 556.6J' PROPO 10' DEDICA N E RWSA D.I. WATERLINE ACSA D.I. WATERLI (30' LENGTH AFTER CROSS),, V41"E Ill 3' N48' 21,�41T 461.77' _148 I2 -2
tN48' ............ ........ ....... ................... .......................... .. ............ . ..... . ......... .. ...... .. ........ .... ................. itit. . ....... . ... . XISTING AD/ E ICURB CUT ittEXISTING MANAGED STEEP EXISTING ENTRANCE ------------- DROP t556. 2_39 55 6.6 SLOPE PER ALBEMARLE, t48, I N V t Vi OUT: 5/13�29- !NV OU� 5 4 7, F3 COUNTY GIS (TYP.) TT EXISTING VARIABLE WIDTH LIMITS OF PROJECT EXISTING 20'x5'WATER METER EASEMENTS (APPROX.) Z-4 AA 7 DRAINAGE EASEMENT TO BE_ EASEMENT LOCATIONS ESTIMATED PER D.B. 3346, PG. 172, 1z QUITCLAIMED r--4 DRAINAGE SWALE Z� 560,90 PROP NIFF DROP L' , titit�D j TOP iNV OU r -4r- tN48* 22'28"E 164.76'
SCOTT R. COLLINS��
0 No. 35791
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GENERAL CONSTRUCTION NOTES FOR STREETS
ROAD NOTES
ALBEMARLE COUNTY
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE
5.
GENERAL CONSTRUCTION NOTES
I.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
Gft'An>MIG
BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
AS SOON AS POSSIBLE.
BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE
I. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
thL' depth of Bmtino
OF THE START OF
CONSTRUCTION.
STAINDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
2.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE,
GOVERN THE MATER/AL AND CONSTRUCTION METHODS OF THIS PROJECT.
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
OF THE FINAL INSPECTION.
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE
depthotexistingsub-base,
(J) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
J. EROS/CN AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
-
-.._3.-..,-..--D,j MAX
RESULTS FOR APPROVAL.
AT ,ROAD INTERSECTIONS SHALL BE REMOVED.
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
J.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
4, ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
CLEARING, GRADING OR OTHER CONSTRUCTION.
ELIGIBLE FOR STATE MAINTENANCE.
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE:
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
SPr'-9 SA forADT ; 10,000
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
DRA/NAGE
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
_ -
��
NATURAL WATERCOURSE.
I
OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
4.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE
1 • ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI TH
6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE
Trench width andpipe beddingshall bein
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL
A MINIMUM COVER OF ONE (1) FOOT.
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY /N ORDER TO
- 72•t NAS �r .•.-v
.... .
GUARDRAIL MAY BE REQUIRED AT LOCA 77ONS NOT SHOWN WHEN, IN THE OPINION OF
2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
STABILIZE A DRAINAGE CHANNEL.
the Road and Bridge Specifications
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
or, longitudinal open cuts, or25 f eetrartnilnuribeyand
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MIN/MUM OF TWENTY (20) FEET IN LENGTH
TRAFFIC CONTROL DEVICES
PARALLEL
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
'
INCREASED TO SEVEN (7) FEET.
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTA/ON SPECIFICATIONS UNLESS
PIPE -CLASS W.
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
OTHERWISE NOTED ON PLANS.
9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
`
ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
5.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
ENGINEER. DRAINAGE EASEMENTS SH4LL EXTEND TO A POINT DEEMED AS NATURAL WATER
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
Et N04-
SHALL CONFORM TO VDOT .STANDARD PE -1.
COURSE.
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
Z
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
ACOOVMl THE TURh*i REpuREWNTS Of OW' OP-TEO eCAVY TRVCK
4, Drat ._�-------"
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY
PA 1/EIL�EN T
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
_ '•-_. AT JK . 2`• H;CHFFR THAN
--'�' E4GE OF PAVEMENT
A
ADHERED TO.
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
WnEl CURB RAMS ARE USED ?N CON,d.•H'eC.liON WEoI A `,HMED USE PATH.
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE
an,l
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
BEING COVERED.
TYPE C
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
METHOD OF CORRECTION.
4. 1 + LAIN ARA. SUALL 5E PROYpED TO id.YEVVOR A Wr'EELE+tAR
9.
ALL SIGNS OR OTHER REGULATORY DEV/CES SHALL CONFORM WITH THE VIRGINIA
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE
s' El STes
II
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
COMPACTION BEFORE BASE IS PLACED.
PLACEMENT OF ROADBED BASE MATERIALS.
_ TRVNCATEO DOME
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
J TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
ALL CASES 'WHERE CURS RANDS INFER LCI A RADIAL SECEBON OF
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,
Gi1:ti7 AT kh7NAKES 09 STRICT OUN3r C-1 l',rW THE RFTITCTAWK
&AHN`N" SURFACE SKALL HAVE A FACTORY RADIUS OR BE FIELD
BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
O L
0
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
.....
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
v PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS
i';Tili & resurfacex"
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE
5.
THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS
6.
BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
AS SOON AS POSSIBLE.
SHOWN ON THE ROAD PROFILES.
"""'
BEFORE SURFACE TREATMENT IS APPLIED.
thL' depth of Bmtino
1J. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
7.
PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
SI„t) k:dSe LOI.IfSG rdepth
(PRIME COAT RC -250 @ 0.J GAL./SQ. YD.).
OF THE FINAL INSPECTION.
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
8.
BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
depthotexistingsub-base,
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
PIPE SLOT
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR
(2 PLACES)
(2
9.
ENCROACHMENT,' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
ALBEMARLE CO NT Y
12`6ench - -- s12"Ba_n'"h
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
-
-.._3.-..,-..--D,j MAX
ElVERAL NOTESW1THIN
TYPICAL METER BOXES
THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
�1 ��T
GENERAL WATER &
9.
THE STREETS RIGHT OF WAY.
ELIGIBLE FOR STATE MAINTENANCE.
SEVER CONDITIONS
\.
FIG. W-7
SPr'-9 SA forADT ; 10,000
1. WORK SHALL BE SUBJECT TO
ttl dieriai Tape l atith FninimumGBR = 311
S1r/-9.50 foi ,ADT '> 10,000
_ -
��
INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY INSPECTORS.
THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE
PROPER SERVICE AUTHORITY
OFFICIALS AT THE START OF THE
WORK.
2. THE LOCATION OF EXISTING UTILITIES
ACROSS THE LINE OF THE PROPOSED
WORK ARE NOT NECESSARILY SHOWN
ON THE PLANS AND WHERE SHOWN,
ARE ONLY APPROXIMA TEL Y CORRECT
THE CONTRACTOR SHALL ON HIS OWN
1NI TIA Tl VE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS
NECESSARY.
J. ALL MATERIALS AND CONSTRUCTION
SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS
AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS V TIONS SHOWN
IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL
HAVE A MINIMUM OF J FEET OF
COVER MEASURED FROM THE TOP OF
PIPE, OVER THE CENTERLINE OF PIPE.
THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS, AND WATER
LINES, ETC.
7. ALL WATER AND SEWER
APPURTENANCES ARE TO BE LOCATED
OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE x F FR a����aaoaaDa a
RODDED TO PROVIDE ADEQUA TE
°�'� '£'ECTA81.i T}ffiNNG�d,�---a .` c
1
RESTRAINT FOR THE VALVE DURING A
FUTURE EXTENSION OF THE LINE. AT RM"" G1 D��e -' b' " pp
SEE Nar€ iz. "--enx E Lx 'Tr.R � �raA:,sRir F>Ai WxTrK of RIuAw FrsX%� _1
9. ALL COMMERCIAL BUILDINGS WILL BE DETAIL
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
REQUIRED TO HAVE A BACKFLOW XV00 Ep ON A RAcIIL1s DETAIL REFERENCE
uCiC1T SPEC 1CATiON
PREVENTER. ROAD AND BRIDGE STANDARDS CC -12 DETECTABLE WARNING SURFACE
sN¢Fi ,gar > 1 iLIViSOe LATE (GENERAL NOTES) '05
RETIED STREET
vexueu lrmre �ewc n/1r
� 1
f f 1•_V I 4
. T ,
TRIP GE14ERATION
�
SCALE: 1" = 100'
Asphalt Pavement Restoration Detail for Open Cut Utility Installations
i';Tili & resurfacex"
COVER LIFT NOTCH
14 1/2"
G resurface"
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12 1/2 12 3/8"
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HYDRA:L!C CEtdcST SIOCWA X ;DEPTH N' IS i�S, AW -A 1N SQUARE YARDSt
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WATER
CAST IRON LID
+ 5` total asphelf
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18" METER BOX
12' min-
concrete pa'v+ mnnt
depth cr equal to
"""'
ry
,1
ry ��
thL' depth of Bmtino
a`min.
ry
f' asp halt concrete,
� V'filCflet'erl5 grBaCt=f
min.
1
ry
SI„t) k:dSe LOI.IfSG rdepth
10'mill.
10'
,Su
shall be ill orequaltd
I , 6" EXTENSION
depthotexistingsub-base,
PIPE SLOT
whirfle-ii is greater
v
(2 PLACES)
(2
FLCOR OR BY USING PERMISSIBLE CO�TRUCION IO;NI WITH SECURED 8Ai"i.
NOTES:
Horizontal ar,dvehicalsurfaces
12`6ench - -- s12"Ba_n'"h
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED W THE LID,
-
-.._3.-..,-..--D,j MAX
Pilin_ __ _ Ain.
TYPICAL METER BOXES
PRECAST RAMP FLGOR, PRECAST CONCRETE SnkL BE CLASS A-+.
- - -
(5/8"-1" METERS)
9.
rxE.Qu1REz BASS ARE TO BE NST° 5 Y 8" PLACED i CEn ER 10 CRYLETZ A"ONG
NTS
-:sph f1Cancrete5urface hiateriai
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FIG. W-7
SPr'-9 SA forADT ; 10,000
TD -10
RETIED STREET
vexueu lrmre �ewc n/1r
� 1
f f 1•_V I 4
. T ,
TRIP GE14ERATION
�
SCALE: 1" = 100'
Asphalt Pavement Restoration Detail for Open Cut Utility Installations
i';Tili & resurfacex"
Mill
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NU'.E, c(lut+.INENIS OF CUI?13 RAMI'$ 'Cm:S Li OF THE FUL LOYfNth
HYDRA:L!C CEtdcST SIOCWA X ;DEPTH N' IS i�S, AW -A 1N SQUARE YARDSt
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to the full depth of asphalt `•� I
+ 5` total asphelf
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f` .ks pnalt CUnGreie Surface h:taienal \ 3
'"A i
12' min-
concrete pa'v+ mnnt
depth cr equal to
"""'
EACH OF
FSE SAiNAdAR12ELA
thL' depth of Bmtino
a`min.
I
� �( �
i.
f' asp halt concrete,
� V'filCflet'erl5 grBaCt=f
min.
`; ."
SI„t) k:dSe LOI.IfSG rdepth
10'mill.
10'
:,ftfl8d$Tf2,,6d.8 JYFST2i'fBfydT81.
shall be ill orequaltd
:. St;N.P 2t&uX ZR�
depthotexistingsub-base,
4.
whirfle-ii is greater
v
FLCOR OR BY USING PERMISSIBLE CO�TRUCION IO;NI WITH SECURED 8Ai"i.
Horizontal ar,dvehicalsurfaces
12`6ench - -- s12"Ba_n'"h
shall be tacked With RC. -250 limier
-
-.._3.-..,-..--D,j MAX
Pilin_ __ _ Ain.
asichaltatar3teof0.1galtanper
PRECAST RAMP FLGOR, PRECAST CONCRETE SnkL BE CLASS A-+.
- - -
S`f, or as determines by the
9.
rxE.Qu1REz BASS ARE TO BE NST° 5 Y 8" PLACED i CEn ER 10 CRYLETZ A"ONG
Jistrict adrsaklrator'e designee
-:sph f1Cancrete5urface hiateriai
\.
BOTH SIDES OF" THE RAWfLpCIS?. h!U D€PIM! OF RAND FLUOR. N,SJMUR
cGHCRE.TE COYER
SPr'-9 SA forADT ; 10,000
"'" SelPrt
ttl dieriai Tape l atith FninimumGBR = 311
S1r/-9.50 foi ,ADT '> 10,000
_ -
��
1
The district administrators designee shalidetermineihe
re,turHtlon requireenentS for other paxerneni Topes.
�---
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\x -(/rf y� -
C'lassl eackfillmatenal In accordance
uitn Seciian30 of the R.oae2 enc. Bridge
,w ", le '..h
Tft
�[!E JiICoUGn.+
Trench width andpipe beddingshall bein
d
tdD.2&or27aacre9ateppeeet'ngin
ateprdanCe vit:JD
- 72•t NAS �r .•.-v
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th Sections 2n5 ,3u2 rirre
`II
the Road and Bridge Specifications
k �:a 12inch as niinimutn teyon3 the e,Joe of the trench
AS SIIOWN ON KARS OR AS 01FRG E0 Fir ni ENIONFER, N:O SHOULD NOT
or, longitudinal open cuts, or25 f eetrartnilnuribeyand
F111 U E �: TA HEN '_ 11-'r
the trench centerline on perpendicular open rots, or as
PARALLEL
O
41C.t8rf[31nEd 6y the dl ath Lf atlfnlnlsiraiar'5 QPSi 9n e2.
HYDRANTS, DROP NETS € C. ALCESSYiLF ROUTES PROVIDE A CONIIINUO S
A'OBS NUC EO STAB F M AND 5LV SCSI /ANT PATH CONNECING ALL
,'N,C£E518LEI LEMENrs DFA CACILFTY THAT CAN HE Ce1PROAG+EE1. ENTiREO
'
Date: August 27, 2014
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TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(8TH EDITION)
77 SFA - TOWNHOUSE UNITS - CODE 230
ADT: 452 VPD (226 ENTER/ 266 EXIT)
AM PEAK: 34 VPH (6 ENTER/ 28 EXIT)
PM PEAK: 40 VPH (27 ENTER/ 13 EXIT)
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�iENE�.I� NOTES:
CURB IAB
GETECfwgi.E
k FF T
REQUIRED t4C-2 OR x N L EAP, FEET1
WAPI�Y su;R.%AC LAY&IN SOUNITE YAT:053
H
s
TilWAS SHALL 8E PROVIDED BY IRUNCATEO OOQES.
EACH OF
FSE SAiNAdAR12ELA
THE RAVE ITEMS I A SEPARATE PAY IILM AND SPCCA.P
FOR F�+CH C.'�`B CUT RAMP.
2
CETECTA8 E WfdiRING SHALL BE FROM TlaS MATERIALS APPROVED LIS! FSA2
D TEt ABLE WAAMRG SLLF-ALES, PROEM S NOT LISTED SHALL NEST
Tw RENA?EVENTS O THE SPECW. Rb:V,SiUN FOR CO -1.2 4 TECt,cgLE
SJEW A.'' RAMP k2Ii MAX
s6!t MAX
IARF
c
WA+NprC SURFACE AND SHALE £E SUOU T itU IO TBV: STANDARDS AW
PECIAL DeSsok SCTVON FOR APPROVAL-
DLG I+k..A TIS I .E N._ ..
4.
9P ^ki SIDES CF C4A8 RAMP }/AY BE POURED &ONOLITtr44'ALAY WITH RAMP
v
FLCOR OR BY USING PERMISSIBLE CO�TRUCION IO;NI WITH SECURED 8Ai"i.
4.
IF UWP FLOOR IS PR CFG T,NDt.ES MUST RE PROVIDED FOR DOWEr EARS Sri
TxAT AIAfl'dYiPA". FLARFIG SIDES CAN RE (Li -T IS PLACE AFTER PLACEMENT F
-
-.._3.-..,-..--D,j MAX
PRECAST RAMP FLGOR, PRECAST CONCRETE SnkL BE CLASS A-+.
TYPE A
:WEATEE1
9.
rxE.Qu1REz BASS ARE TO BE NST° 5 Y 8" PLACED i CEn ER 10 CRYLETZ A"ONG
PERPENMCULAR
BOTH SIDES OF" THE RAWfLpCIS?. h!U D€PIM! OF RAND FLUOR. N,SJMUR
cGHCRE.TE COYER
. "}v
L'Y)
d-
CURB, A ,CI •A& AND GUTTER "• OPETAAN5TTx1-,'AF, hTAGf_NT TU CURB ANA S
DUTIES y.
1
Ar1F It EIS WI': 3 . ...n:.2 F'IaE :=�.i1FLl'rl6
:tisE ltaOLu:Et] Vi FOR C',1R6 ! t..=R3 AN'S GUTTER
" - 5
J,
CURB RAF5 ARE TO BE i-OCATED AS SHOWS ON THE 'LAN -5 ON AS DIRECTED
D
SY THE' L"N"NiER. TWY ARE TO, _`.-ROV'DED AT MITFRSECTa0NS "_REV£R
AN ACCESSIBLE ROUTE W'TM THE Trrif Of WAY Of A HIGHWAY FAC:LRY
- 72•t NAS �r .•.-v
.... .
id
CROSSES A CURD REGARDLESS OF WHETUER SIDE11 IS EnSTING, PROPPED,
OR NDNEXi TENT, ThEY MOST BE LO ATtD WITF°>A PErA. MAN f-W)SEWA",
-- _
AS SIIOWN ON KARS OR AS 01FRG E0 Fir ni ENIONFER, N:O SHOULD NOT
TYPE
F111 U E �: TA HEN '_ 11-'r
BE ° OCAT'. 9EI+NC VEHi STOP' LIES. EYASTINC L!G+1T PILES, PRE
PARALLEL
O
HYDRANTS, DROP NETS € C. ALCESSYiLF ROUTES PROVIDE A CONIIINUO S
A'OBS NUC EO STAB F M AND 5LV SCSI /ANT PATH CONNECING ALL
,'N,C£E518LEI LEMENrs DFA CACILFTY THAT CAN HE Ce1PROAG+EE1. ENTiREO
'
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RAX'S MAY ^e'_ PIACFO ON RAFAL OR TANUENUA, SECTIt PROIAOITO THAT
`
77i�r
The CM1A 1E OR€NNG t PLACER WITHIN T:cE LUIS OF IWC £OSSWA.K X4012.4
TPAi T.-SSCPE AT THE CUNWCHON OF THE'x}Re E`KJ`F'iC 113
,�..r....
MMX d iP- -
PFRPE.4UICUt.AR FO THE CURB.
Et N04-
I 11C 111E
%
IYNC4. COCCRETE SIAWNLIK is a^ IWK, WHEN T'HE ENTRMl RADICANWUT
33---
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ACOOVMl THE TURh*i REpuREWNTS Of OW' OP-TEO eCAVY TRVCK
4, Drat ._�-------"
iRAFFk:, REFER TO `, ANDAR0 wO• .7 COMMFRCIA; ENTRANCE U,EAVY
TROCK TRAM-F;C1 FOR CONCRETE CEP-fe,
_ '•-_. AT JK . 2`• H;CHFFR THAN
--'�' E4GE OF PAVEMENT
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WnEl CURB RAMS ARE USED ?N CON,d.•H'eC.liON WEoI A `,HMED USE PATH.
AT;S:A's ,SAVE AS TOP OF CURB
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TMs MINIMUM III SHALL 3E THE W:DTHT Of F11 SHAPED USE PATHL
an,l
U
9:MF.ev tawt'r CNK. CURS RWP IS PROVi FOR TWO CROSS14i DIAGDNAp,i,
TYPE C
fcILET
4. 1 + LAIN ARA. SUALL 5E PROYpED TO id.YEVVOR A Wr'EELE+tAR
PARALLEL PERPENDICULAR
I,a
it
8pT0 THE CRcSSWAVttTO.I CCS 4410 _11HRAYE4MAY THIS A 1
s' El STes
II
2
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t ANDIiNO AREA MAY INCLUDE THE GUTTER PAN.
_ TRVNCATEO DOME
in.
ALL CASES 'WHERE CURS RANDS INFER LCI A RADIAL SECEBON OF
, E,- d.,+" C -C `A
LATERAL
INSTALLATION
Gi1:ti7 AT kh7NAKES 09 STRICT OUN3r C-1 l',rW THE RFTITCTAWK
&AHN`N" SURFACE SKALL HAVE A FACTORY RADIUS OR BE FIELD
_
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C3 0 U 3?kp
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THE SACK D` CURT.
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CURB
1�1' 1/4": 1'
R�6_0oo aga'0000 P, 0`b
LANE I LANE
-j , 20' FIC -FIC
A 0.5'
20' R/W
TYPICAL S'TIzffffT SZCTION - 90' Rll#r
PRIVATE ROADS & ALLEYS - NO PARKING
.DESIGN SPEED 20 mph
NOT TO SC,EI.LE
J CONCRE7E
R/W SIDEWALK
7 GROUND
3•
PLAN71NG
STRIP
EXIST, GROUND
5'
1 1-
0.5'
CG -2
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1�1'
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4" CONC.
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CURB SIDEWALK R/W I
3�
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PLAN77NG
o 'o o o S77?1P
u fu I 8' ONSTREI
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28' FIC -FIC -
5X R/W
TYPICI4� S'FRFFr S'E'CTION - .53' R,/Or
PRIVATE ROAD w/ PARKING ON ONE -SIDE
DESIGN SPEER 20 mph
.NOT TO SC,iL.E
M
EXIST. GROUND
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N.T.S
FIG S -1-D
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I �'a'' C I '`C .i, t ` I t �, E :` � D R: A k .I a !y', S �-'y4 t,l S. ' DETAIL
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FSCOTT R. COLLINS']Z
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Subarea CPre-Development |nnpervuusAreas
(Water Quantity)
I Existing Roadway 38,625 sf I
Tota |~ 38,625 sf
STORMWATERMANAGEMENT NOTES:
z. THE PROPOSED DEVELOPMENT HAS ATOTAL ONSITE PARCEL AREA OF
6.z6ac. AND WILL TREAT 4.2]ac. OFFUTURE AND PROPOSED
IMPERVIOUS AREAS. THE PROPOSED DEVELOPMENT REQUIRES A
PHOSPHOROUS REMOVAL RATE OF7z9|bs/yr.
2. THE 7.zglbs/yr MINIMUM PHOSPHOROUS REMOVAL REQUIREMENT |S
MITIGATED VIA THE PROPOSED CONVERSION OFANEXISTING SEDIMENT
BASIN TOAPROPOSED LEVEL iEXTENDED DETENTION BASIN, ASWELL
ASTHROUGH THE BEST MANAGEMENT PRACTICE OFPURCHASING
NUTRIENT CREDITS.
S. SUBAREA [ HAS ATOTAL WATERSHED AREA OF9.8Sac. AND ITS LEVEL |
EXTENDED DETENTION BASIN REMOVES �.98|bs/vr.THE REMAINING
PHOSPHOROUS REMOVAL REQUIREMENTS WILL BEK4ETT0RDUGHTHE
PURCHASING OFNUTRIENT CREDITS.
6. FROM AWATER QUANTITY STANDPOINT, SUBAREA CANALYSES THE
PROPOSED ONSITE AREAS, ASWELL ASTHE EXISTING ROAD
IMPROVEMENTS AND AFUTURE / OFFSITE MIXED USE DEVELOPMENT.
7. THE WATER QUANTITY REQUIREMENTS FOR THIS DEVELOPMENT WILL BE
MET EITHER THROUGH THE USE OFTHE LEVEL | EXTENDED DETENTION
BASIN, DRTHROUGH COMPLIANCE WITH gVA[zS'87o'6G,SUBSECTIONS
B.z.aAND B4aAND gVA[uS'87o'66SUBSECTIONS [a.aAND C -3a.
B. FINAL CALCULATIONS WILL BEPROVIDED WITH THE FINAL SITE PLAN &
V5k4PPLAN FOR WATER QUALITY AND QUANTITY TREATMENT
COMPLIANCE.
9. SUBAREA C's DEVELOPMENT, |NACCORDANCE WITH ALBEK4ARLE
COUNTY ENG|NEER|NG'sPRIOR DIRECTION |NAMEETING HELD 0NJULY
z3,zo15,SHALL ADHERE TDTHE CURRENT SWM REGULATIONS FOR
WATER QUALITY CREDIT. DURING THIS MEETING |TWAS ALSO AGREED
THE EXISTING SEDIMENT BASIN COULD BECONVERTED T{}ALEVEL \
EXTENDED DETENTION BASIN.
__ -- _____ ______ _____ -_ _�
Subarea C Post- Development Impervious Areas
(water Quantity)
Proposed Townhouse Units
59,600 sf
Proposed Driveways
18,8K00 sf
Proposed Roadways
42,680 sf
Proposed Sidewalks
12,100 sf
Future Impervious Areas
64,095 sf
Existing Roadway
38,625 sf
Total = 235,900 sf
Impervious Areas Located within Property Limits
(Water Quality)
Proposed Townhouse Units
59,600 sf
Proposed Driveways
18,800 sf
Proposed Roadways
42,680 sf
Future Impervious Areas
511070 sf
Proposed Sidewalks
12,100 sf
Total =
184,250 sf
General Construction notes for Stormwater Mancaement Plans
1. All dams and constructed fill to be within 95% of maximum
density and 2% of optimum moisture content. All fill nmotoria| to be
opprovod by o gnotochnioo| engineer. A gyutoohnioo| umginaer is to
bn proo�nt durinconstruction of dams.
2. Pipe and riser joints are to be watertight within atonnwotur
Management facilities.
3. For temporary sediment trope or basins which are to be converted
to permanent atonn*otor management facilities; conversion is not
to take p|ons until the site is atobi|irod, and permission has been
obtained from the County erosion control inspector.
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