HomeMy WebLinkAboutSUB200700077 Plan - As-built 2019-08-27• ` I
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70 OPYNER & DEVELOPER.
RIO TOAD HOLDINGS, L,La C.
CORPORA TE ADDRESS.
1900A LI G TO BLVD.
�IA�L TT�� CVILLE, VA 22903
STREET ADDRESS.'
590 RIO ROAD EAST
CHARLOTTESVILLE, VA 22903
2. ENGINEERn
COLLI E ENGINEERING
200 GARRETT STREET, SUI TE K
CHARLOT7ESWLLE, VA 229 -2
TE LE' 4 34-987-1631
E-MAID ScoTT oIIIns-engineering.clew)
CONTACT- MR. 'SCOTT COLLINS
3 TAX MAP NO06I00-00— 0—?8400 (RIO 3AGISTERIAIL DISTRICT)
DEED BOOK 3321, PG T, 31 PLAT; DEED BOOK 29,34 PG 6553 DEED 8_00K 699 PG 699 PLAT, DEED LYOOK
160 PG 107 PLAT
40 ZONIN(Z R-4 (RESIDENTIAL)
EN7RANCE CORRIDOR. NONE
5, & TER QED. MEADOW GREE ' WATERSHED
6. BUILDING SETYACKS.
FRO TH 25 FTESET MINIMUM
SIDE- 10 FEET MINIMUM (L S TER DE VEL PMENT)
BACK° 20 FEET MINIMUM
Z DENSITY- 48 UNITS (TOTAL)
4 DETACHED SINGLE FA IL Y UNITS
14 ATTACHED TOWNHOUSES
48 UNITS / 1301 AC e 16664 UNIT IAC
o PLANNED LAND USE SUMMARK
TOTAL PARENT PARCEL AREA: 13 101 AC.
ACREAGE IN RESIDENTIAL LOTS 6094 AC. (53 )
TOTAL RESIDENTIAL LOTS: J6
AG'SAGE TO BE DEDICATED TO PUBLIC USE (ROADS). 202 A(_e (15a4 )
ACREAGE IN OPEN SPACE TO BE RESERVED IN DEED FOR
COMMON USE OF LOT 00k4E S IN SUB01 wl 40 03 AC (30 8' )
ACREAGE IN NON -OPEN SPACE TO BE RESERVED IN DEED FOR
COMMON USE OF LOT OM ERS IN THE SUBDIWSION 0o I9I AC (01857.)
LOTS T 34. DETACHED SINGGLE-FAMILY HOMES WIPH ATTACHED GARAGES FACING STONEW TER DRIVE A4D
�� r
STONEPVA TER CIRCLE
LOTS J5&J(5o EUTI,TRE SITE FOR 14 TOWNHOMES SERR ED BY NEW PUBLIC CROSS -STREET
ALL PROPOSED LOTS EACH CONTAIN A BUILDING SITE THAT COMPLIES W17H SECTION 4-Z I OF Tr JE
ALBEMARLE COUNTY ZONING ORDINANCE.
90 SURDIWSSION S7RE'ETS° CURB & GUTTER
10. WATEERSHEDDRAINAGE !DISTRICT- MEADOW SREEr
IT. ADJACENT PRORERTIES
aTONEHEN E S CTI N 6 Dodo 586, PC 405 PLAT, D,- 567, Pa 404 PLAT
TILT F) 6 9A I LI2- 02A, NIF ST NEHENGE TI 1YEO �' � �'' A SSOCIA RON, INC.. o 570, PG 278, Do Bo 570, PG 266
RLA T
IMP 66T - I 3, NIF AL 'E ARLE HOU-511VG IMPROVEMENT PROGRAM, INC D B. 2897, RG� 464, DoB. 665, PG, 147
LA I, De Igo 454, PG. 654 PLA T
IAL (COMMON AREA ANDIOR VACANT)
CURRENT USE- RESIDEIVT
STATE ROUTE 631-RIO ROAD EAST
VARIABLE VVIDTTI RIGHT OF WAY
12,DARJAV AND BENCHMARK REFERENCE
BOUNDARY, EASEMENTS, AND PLAT DATA -BASED ON SURVEYS Y�
rn7RK HUGHES & ASSOCIATES
220 EAST HIGH STREET
CHARLOTTE VILLE, VA 22902
I3GRITICAL SLOPES (WAIVER APPROVED WITH SUB 2005-24I)o
TOTAL AREA WITH CRITICAL SLOPES, ° J. 97 AC
OF PROPERTY W7TH CRIUCAL SLOPES 24. 5%
RESIDENRAL LOTS' IMPACTED BY CRITICAL 'LOPE DISPIRBAI' CE—
TOTAL RESIDENTIAL AREA WTTI CRITICAL SLOPE DISTURBANCE: 0.2 AC,
TOTAL ROAD AREA WITH G 'ITIGAL SLOPE DISTURBANCE: O.10 AC-
F TOTAL PROPERTY VWTTI CRITICAL SLOPE D6TURBANCE.° '293"
14a A 'IlbiUSid BUILDING HEIGHT- 35 FEE T
15, AXIMUM AMOUNT OF IMPERVIOUS CD'VER D SITE. 10.2 AC (DOES NOT INCLUDE IMPROVEMENTS Ohl
LDTS)
I6a D LUMINARIES PLANNED FOR THIS DEVELIOPMENTSHALL EXCEED THE 3,000 LUAdEN LIMIT THERE ARE ALSO
NO PROPOSED STY -ET LIGHTS
I Z SDAIT 'ACTOR SHALL VE UFY LOCATION! ARID EL EVA RON OF ,ALL UNDERGROUND UTLITIES SHOWN ON PLANS IN
I
AREA' OF CO STRUCTIDNI PRIOR TO STAR77N G WORK CONTACT ENGINEER I► MEIDIATF-1Y IF LOCATIDNI O
ELEVATION IS DIFFERENT FROM TTIAT SCION! ON PLAN5 IF THERE APPEARS TO BE A CONFLICT AND UPON
DISCOVERY OF ANY UTILITY NOT SHOWN ON TINS PLAN 55
I&COLLINS ENGINEERING SHALL NOT HAVE AU774OR-ITY OVER CONTRACTORS WORK, SAFETY R:RECAU77DN1S,
SCHEDULES, OR COMPLIANCE WITH LAWS AND REGIAATIDNS. ME SHALL NOT ASSUME RE PON981.LITY FOR ANY
CONISFRUCTIONI STARTED PRIOR TO PLAN! APPROVAL.
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DROP INLET & s u0T?jRE AID,
C URH
CURB J& GUTTER
PROPOSEDA fill
EG-JA DITCH
ECU-2 DITCH
OEPTH OF EC-2 017-Cl-I
EARTH DITCH
DRIVEWAY CUL RT
BENCH MARK
CLEARING 0W17-153
V`DOT STANDAWD STOP ��a' GN
EMI57IN CONTOUR
PROPOSED CONTOUR
PROPOSED 0T ELEVATION
TBC V_FfijOrE5 T P, ACK OF GURR
ST(D)NEWATER ROAD & DRAINAGE ASBUILT Sheet List Toible
heet Number Sheet Title J
COVER -
2
AS -BUILT PLAN
AS -BUILT ROAD PROFILES
4
AS -BUILT DRA6,4AGE PROFILES
-
PLAN DETAILS
A� UIL T PLAN - TREESDALE PARK
7
AS -BUILT PROFILES - TREESDALE PARK
7
TOTAL SHEETS
APPROVED
by the Albemarle County
omrr�unity Development Department
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SCOTT R COUJN
Lic. No. 035791
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LIST 1: GENERAL CONSTRUCTION NOTES
L, PRIOR TO ANY CONS7RUC7701V WTHIN ANY EXIS77AIG PUBLIC RIGHT-OF-YVAY, INCLUDING CONAIEC7701v TO
ANY EA757ING ROAD, A PREP41T SHALL BE OBTAINED FROM THE VYRCIfVIA OEPARTMENT OF
77?ANSPORTA77ON (WOT), 7741S PLAN AS DRAMI MAY NOT AC,"CURATELY REFLECT THE REQUIREMENTS OF -
THE PERMIT iiWYERE ANY DE'15)CREPANCIES OCCUR THE RE(4UJREA11EN7S, OF 7H_F' PERART Sr' -]ALL GOVERN.
2� ALL MA7ERIALS AND CONS7RUCTION ME774ODS 53HALL CONFORM TO CURRENT 5PE011-7CATIONS AND
STANDARDS OF VZOOT UNLESS OTHERMSE N07ED.
J. EROSION AND SILITATION CONTROL MEASURES SHALL RE PROVIDED IN ACCORDANCE WITH THE APPROVED
-FROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR It) ANY CLEARING, GR,41DING OR 07HER
CONSTRUC770AI.
4. ALL SLOPES AND DIS-PJRBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULGIIIED.
5 THE j111AXW1JM ALLOWABLE 5LOPE IS 2:1 (HORIZONTAL: 'VER77CAL). WERE REASONABLY OBTAINABLE,
LEWSER SLOPES OF 3,1 OR BETTER ARE TO BE ACHIE11EI),
6. PA VED, RIP -RAP OR STABILIZA RON 10A T LINE'D 01 ICH 114A Y BE REQUIRED WHEN IN 774E OPINION Of- 771E
COUNTY EA10NEER, OR DESIGNEFE, IT IS DEEMED AIECE,5,53ARY IN ORDER TO STARIU7-E A DRAINAGE
CHANNEL
Z ALL TR-,4FPC COA17ROL SIGNS SHALL CONFORM W7h] THE ORGONIA MIINUAL FOR UNIF-ORY MAFrIC
CON7ROL DEWC-FS
a UNLES'S OTHERMSE 111070, ALL CONCRE7E PIKE SUALL BE REINFORCED GGINCRE72E PIPE-CLA551:1 IX
9. ALL EXCAVAPON FOR UNDERGROUND r4PE INSTALLATJON MU!,T COMPLY WITH OSHA STANDARDS FOR 7HE
CON57RUC770N INDUS7PY (29 GFR PART 1926).
G,kne-r..""d ("'inmistr uclion, Notes 11"'or Stre t,,s (Tirtis list is jint acIdlificv-,N) IcN Vlka ("Yenum"zil. ckolustruic"fi on,
fins" -�,xtioii of 1111 roi3c,"'Is withim 'C"he d; ve I In"ent will- be in -aide 1-1, tfie�
ct:kiou,Ay, llta tntu"Ist viofilfy the Dow'mrlborent -olf, war 't
amfi Xf ve�
F , Aopmacnt(296-
y
-5 the simt of constn",idiomm.
2) 8 itil zu'd of
5832 4
1.1pan i-5i i, rc*,tdW-,d subg
c 'I pd-etion cA, licle g;;rat'li"ing �-,xnd o itite c,,ulitnactkv
K,
stv, I t h ,ve CBR Te, s ts tv. fc. rivied, o,.,vR thw',", St"Itij
gvatse Soil. If"In're"e. cxj!_4',Z�s ctl, d-le test f
slbuill be siubixiiuft�c-,d ro f1h Coui�rfiy, If
y sijbgp:t",�,ide s4ill CEAR ot" 10 or 0"Ifer iis -nicat obtatillkAle,
,a
gn eqg,
er sulbiriine-Awitb the wst
recs'�'I.,4f_s V�w -�Ipprm,,qd-
3. Surface, &r,&i.11u&Ag
and pkpe diischiirj tra-us"t be ruciu"Itili ul withra"I d7te", or
with'irl v"asenr fits
,p),"Jilor t iacvfeptance fby, fiw Cou!uilly All dri"fimu, ti,,tt 411 eaws'emnrients" "are, 1",
b-,,exa, rk d tic,�,5 a, 1:��oqnd : hile cur "I''natur"al wate"If "11ASC".
'y
4, Gv,�tzirdr,-,iiI I(x4itions ;�,�irvct, Emact 1, ngdtl, J0�c',;)1Jcn1 ar)d apt lq Jkatie ert()
pr pri
vvill be f"', ]XI verif d m" d7ie drne, Of construt'liori, Additional gumirdrail nnay kv-, xvcjuived
incit sbown wlh�c-.�-ni, in tk, ropin_ifyn 'offille-, Co".mu.s.,y, it is (jeenmc_,,,d
"Alh F1, , uardvaA, is, rtquired, it s6i- 1 be, four(4) fect ot'll'set from theelck
J.4 1�_
piqvcil fl, t to f1he faceof aiirvd ,tomxlway widthrs� sluall 'be,
SO"Y"k, (7) fecl�t�
5� Wlherp tirban cross scle'rio,'us, �wre affll,, residenitial c,'j1Tvcnv;_'v,? et"'fity"aric"ic's shc,��111
t 'VD("
ci )1TC(_3-- (A, B cmr,
65 VVII w ruxvll crf�Ass smections axe hasialled, all rcsk"'he'ril H ill dflivlew e�,Ivlrwlk S 's"ifta'A cou'll, r1wi, to
vrXC),T, sta-fad'ard Fin- 1.
7, with 'the Ty'liniffluirA wwetl):Ient, "t-vid"th, "'s;houll"llcm, wid
p i; Ifinimd ditch sectic'ns, as
5,11c,wvn cm (he typicz p,'.'rvtzA-nenit s-haff twe shniedy adherec"!
8
kj,'� Riclvad plan a,,ppiruval R-w 811-Indivis1cms is Sufject tc-�� '-fina! 'sulklivisi'mil plzit vislidlation. shotflyrd,
uhu-'�, fifiall pl'at f ur this and" them -wtpproval ofthese
plaons sball txa�, radl aild, void,
9� All si , tile
grus or ott"iler re,,g zil y clevig�us 0-t;dt c(ml-do-rm the n"Inual for unlf'�_-nrfn
Traiff c Clcmlrval rienviees a-vid ifit-� Albetro-urle cotindy Rimm] Kit'r1wng vung-1 Mirtrikkewin-ig
Ordinanv,e ;m,4
I Q T ra, ft , ic control or otheir renuhatl "v ",if"nis orilmnitic 'es skajj bel tr
y dle d"e'v,010,pler
,xhawl, in thw:,v opink"'n of dre County E -ugji 0 12 ua, 8 s; in
r1w r, v 414"Sivulee" Aa ��"u ut, Mi"'-d n
f eir to provivide! saf_'�, and ecti w enle fit, ,ncws&,
111 , 'The, Spreievl hinits tc"', tx! 't aste,".Ji.-In spe, finkit siguls #,uvc, 5 bec.low t1he, spee'l.1 u�r ats
p(
dlete,nni m4l fby V DCYF _(cxv public mr,,ads,
12, VEK)Tr swncllaw CD- 1 or CD-2 cross-dviias uncler 1, lbe, i astaffed! Aitmker t"KIC S tu',"bicnise
nzaefiraj at �,,. 11 clut zcnd tfill trmansitions and � �acla poiras a's sfic'n�%v_r'l- 4-1) (1ve roacl pr til
13- A vid):,;,o_ -c-�,,anwte'ra irls'pedioal is reciarm-Acl t, storm sevevs altd culverts, th,' ,atre� (1, 'd
to Vl)(-)T' ur C' cuity hnspedic-mis. T`nv�,, vil"dect allail tw� 01
at"I"'cinda'a� with VIL)OTs vic o, ca_ryjt-_-,,ra insvf_�vuiicm proice,,,ld'ure aiacl, with, a VDOT(jrCutunty
in"qpm,ctm I
pres'en't
ROAD" NO TRS!
GRA QW, G
CA T N m a GE
THE LA 7E55'T EDI 7701V OF 774E ROAD & BRIDGE SP ECIrl /0 S, ' E ROAD & RID -
STA114DARDS OF THE WRGINIA DEPARTMENT OF TPANS-PORT4770N SPECIFICATIONS SHALL
)VERN THE MA7ERIAL AND CONSTRUCTION METHODS OF THIS PROJECT
2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN T14E ROADWI-w, 17 SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY W1077-1 AND REPLAGEO WHERE NECESSARY K7H
SUITABLE 1111ATERIAL TO THE SATISFAC7701V OF THE ENGINEER.
3,l ALL GROWTH OF TTEES AND VEGETA77ON SHAILL BE CLEARED AND GRUBBED FOR T14-F
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD IN TERSEC77ONS SHALL BE REMOVED.
4,, ALL VEGETATION AND OVEFEROURDEN TO BEREMOVEDD FROM SHOULDER TO S"OULDER
PRIOR TO THE CONSTRUCTION OF TNE SUBGRADE.
PA V,`EkfEN T
1� AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMIT7ED PRIOR TO 7HE PLACCEEMEA] T
OF THE AGGREGA TE BASE MA 7ERIAL� IF THE SSV VALUES ARE LESS THAN 10, 7r'_1E
DEVELOPER WLL BE REQUIRED TO SUBMIT FOR -ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORREC770N.
2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE A N-D
COMPACTION BEFORE 8ASE IS PLACED.
3. 7ES7 REPORTS ON SELECT MATERIALS MUST BE SUBMITTED S140WING THE 1WI17ERIIIL
MEETS REQUIRED GRADARON FOR TYPE I, //, OR N PRIOR TO PLACING AGGREGATE BAlSE.
4, THE REQUIREWENTS) TO PUGMILL AGGREGATE BASE WILL HE WAIVED IN TrHE EVENT TH)4T
7HE SURF4 CE COURSE IS BEGINNING AT TNE COMPLERON Or THE INSTALLA 77ON OF 77qE
AGGREGATE BASE. IN THE EVENT 77-IAT THE SURFACE COURSE IS APPLIED PRIOR To 60
DAM THE PUGMILL REQUVREMENT WILL APPLY
5 774E USE OF AN AGOREGA TE -SPREADER JS REQUIRED WHEN PLACING AGGREGA 7E BASE.
6. BA SE MUS T BE A PPRO WED B Y EN GINEER FOR DEP 7H, TEMPL A TE, A ND COMPA C TION
BEFOR E SURFA CE TREA TMEN T IS A PPL IED.
Z PRIME CG)AT MUST BE APPLIED TO BASE MA7ERJAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC-250 0 0.3 GAL-ISQ. '(D.).
8. 8177JMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WTH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION S-PECIFICAATIONS�
9. EAICROACHMENT� POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURE.5 THAT DO
NO T ENHANCE A ROAD WA Y�S CAPA C1 TY OR TRAFFIC SAFEETY, SHALL NO T BE PERMI TTEO
WITHIN THE RIGHT OF WAY ONLY 7740SE STRUCTUREES SPECIrICALLY AU7HORIZED BY
PERMIT ISSULED BY VIRGINIA DEPARTMENT OF 7RAINSPORTA7701\1 MAY BE LOCATED WTT/,1(N
PHE STREETS RIGHT OF WAY
DRAWAGE'
1. ALL PIPE CULVERT-'3, EXCEPT PRIVArc EN7RANCES', _'SIVOWN HEREFON ARE TO BE RCP WPH
A MINIMUM COVER OF ONE (1) FOOT
2� STANDARD UNDERDRAINS (CO -I OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FZELD CONDITIONS INLOICA)E
3� ALL DRIVEWAY ENTRANCE PPPESS' SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG71H
AND HAVE A MINIMU&I DIAXIE7EP, OF FIFTEEN (15) INC"ES AND -SHALL BE PLACED IN
ACCORDANCE WTH THE VIRGINIA DEPARTMENT OF TRANSPORT-110N SPECIFICARONS' UNLESS
OTHERMISE NOTED ON PLANjS
4. ALL DRAINAGE EASSEMENT SHALL BE CL-EARE11-D AND GRADED TO THE SATISFACTION Or 7rk_1E
ENGINEER. DRAINAGE E,61SEMENTS SHALL EXTEND TO A P 01N T DEEMED AS NA 77JRA L VVA TUR
COURSE.
(VARIADKE WIDTH)-
4 " CONC. (.3000 PSI AT 28
DAY, OR STONGER)
G" ON CRE TE Sj / D"L VVA LK
N 0 SCA L E
Table 4: Pavlc,�rrnent Design (VL DOT Pavement, Design Guide)
NOTE 1
5`iWE TO KE EF-VELF-El T___f
'41�, V WITH MOR
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4-
I� Till 0 REVIK10 UNTIL `X" REACME5 A 0AJNA,61.'1'A Or 4" WHCRr W)WALL & FRIEV11 W41 IS RECVIFVF"r� ON Tj-j�� iqEkr)W,��,
-1. AT !"� ii(i�Ej T�XQ 017 T�
i k UMN eVULYHEIT (WH-ERL THE FLOW E'14TZ $ TOE CULVV_111.
_1�4 ABOVE 5HO Er? U-i'C "Al NO UNE bHAIL i OF 0li!)w'&LL
RUM
F*Q,iF.GT X.JOVE FILL 5LQPE� T)17CK 15VIPF, OR ��1460FR, 7,1 , A _u`10 Or Tn'�E CuUrRT k"m aE! P,��lfKlp Sn AFL5�
IT L�4 LAST vi PL,,V-E,
J� A-t lilt,
2, Hils ITEM "Ay 8E PREVAS mvn rmcE�
.3, ALL ClAvS1 %4 PLAtE CC*CKTE� TO R Q XZ A,3, FOR MICAST S�_'E 5FICET 8� Qm SKALt"Ow FN_LSl WwElIK ENOWALLS ARE I 1 014? LESS aELOW _41HOULCEP,
HC IOP OF Tik` VADYM-L tHAI
1111X - I _L 0� PARALML TO T"
4, fifr,� StAW,*0 To Ut uSEt) INJI1 !.VTiAfj`.ff WQS'rAW� AKO N.-L NWEWU c*ET 07 THE ROib,
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