HomeMy WebLinkAboutSUB201700051 Plat - Submittal (First) Preliminary Site Plan 2017-03-20im
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Sheet List Table
Sheet Number Sheet Title
1 OVERALL LAYOUT PLAN
2 EX. CONDITIONS AND DEMOLITION
3 LAYOUT PLAN
4 UTILITY, GRADING & DRAINAGE PLAN
5 NOTES & DETAILS
6 STORMWATER MANAGEMENT PLAN
7 PROFFERS
7 TOTAL NUMBER OF SHEETS
ROADS
EXIS77NG CULVERT EARTH DITCH
CULVERT DRIVEWAY CULVERT
0 DROP INLET & STRUCTURE NO. BENCH MARK
CURB
r - e _ _ CLEARING LIM17S
CURB & GUTTER
Ir VDOT STANDARD STOP SIGN
I................... ................ ... PROPOSED PAVEMENT
acro------ EXIS77NG CONTOUR
PROPOSED PERM PAVERS
200 PROPOSED CONTOUR
EC -3A DITCH
24055 PR D SPO LE'VOPOSETEA710Nf, - -- f - va ; . .. 1111 1111. 1111. 1111.... u / ... ..- __ I
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1 \., ..\.. 1111... ... C: t ` .. r 'a4.013 _ „ r _ / .r"t. 80r \ 1111,.. /, \ / <<C 0 40 80 160 320J' .,:.:. , .\ .. ... 1111 1 : '., r r / ... . i:.
1 1111 F , F \ -,r /- / - , I„ r_,.._.., ... .. TMP. 0 600 oa o0 0. B 1111 , PROPOSED _ _vF, / 2° \1111 / J5573 \ 163.75 L . /: 1 r,. ,- 1111. , ... - :, ... 1111. .: , ... , .. 1111.. .. ..s 1111 : ",. ....- .y / '. 11 1 1: \ r , , -- - ... . r •" . ° . ' .. ,. 1111 f... , ° v _..:' G 6 TYP e . N47 44 1CC ) ,.. R-627.0 / 2 E S -.A ,:1,111 !'. OWNER. DAILY SOUTH' : 1:111: ,. ,. .-- .. .._._........ .. , aREDEf ,, . FUTU VEL,C)PM,ENT Q ,.. . ,
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ACREAGE: 8 AC' ,<:.., ! A 5 4 o / /:
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11 "- >o.00 _ --- x .. TMP. a' 6Ko-oo-o - L zos3 5 0 000A2 / ai \ ° • , .. r / CROSSING4= ., S39t - .50 OWNER. FOOTHILLS IN 15 44 E i..:iCROSS6INC / :v. aS` ! c .:_ 1111__ . 7, 26.26 // , / '- eACREAGr .8 -. - PHASE IV LAND AREAS: TMP o 600-00-00-0 8z , E. 4 4AC OPEN11 . 5 57 j '
t ONIZ NG: R 6 r !... SPA OPEN SPACE: 6. ACy \. -_- N5 ° o,., _f OWNER. DAILY, EDMUND J & CHR15TOPHER I - ik CE "F" , 44f <, b 45 \14 E i_` / / ; . i , ..- e • r- 1111. - } ;1:.
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r, / sa.o o, DAILY-& CYNTHIA DAILY ICAN "' / o.i ACRES LOTS: 1o.io AC1v ., D 10, r // ,9
ir...._ : ': ` --' :Y'; 111,1 - I / >!'' i \ _ r - ACREAGE. 11. zAC - r : .i.." vs o' .'", v , 7 . , 9 ROW DEDICATION: oz ACI \ / ON
Z0IVING. R j rL' - 11-56.55'
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1 \'. 'a \ t s /. PROPOSED EASTERN CONNECTOR r.': °
1 s'.:r.. i ROADWAY. ROADWAY SHALL BE ;
So 03 2., W \ . _ \ SETBACKS: DESIGNED AND FRONT 5 MIN (18 MIN. FROM R/W FOR FRONT LOADED GARAGES) 229.31' ::;:, 7y , 4, , ,r GENERAL NOTES
i v \, \ PRIQRTOTHE,"ISSUANCE OF THECO', If' .Jt / SIDE MIN
4 `', , `.I, > I ; \ FOR THE. aTH LOT. SEE THE ' z OWNERS: TMP o 600 00 00 0 61 TMP o 600 00 00 0 A2: 5is
t / 5 57 5 57 RE - 20' t. r ,,. _ / AR MINPROFF€RS ON SHEET 7 FOR FURTHER „r'. " e : ! ,_ ... r DAILY SOUTH LLC FOOTHILLS CROSSING INC
DETAILS THE DEDICATION AND7 ii1111- f 1 ! 1. ` , ° •• •. '. L-14 34' I , , , , .. , , l \
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PO BOX 1 6 21 EAST MAIN ST, SUITE 201ACCEPTANCEOFTHEROADWAY. i , =87so• SUBDIVISION STREETS: CURB & GUTTER4,',', ~',',°:;, , ,Y' \ ,' `
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V VA SHARLCHARLOTTESVILLE, VA z2 ozt : , _! goz C O
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CHARLOTTESVILLE, 9
N '0 r00063vv _ , '``'' ;. TOTAL ACREAGE: 15 AC ACREAGE: 14.841 ACt `, , _ .. 9 3 BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED ' ft,:...:: 45.82 - 35i, ,,.11 "I
f,, ZONING: R 6 ZONING: R 6NOTEAFFORDABLEUNITHALLBEPROVIDED_ - / /
I , :+ , WITHIN THIS DEVELOPM N N ACCORDAN EC;: j i CIVIC AREA/RECREATION:2o 000 SF MINIMUM RECREATION AREA. THE FACILITIES CONTAINEDN3a454swTMo0-00- Do TMP o 600-00-00-4 B2 ' WITHTHE APPROVED PROFFER . SEE PROFFERS 1 f"..:.;. ":f __- P 5600 0 057 5 57 WITHIN THE CIVIC A H BE DETERMINED
11.1.1 1111 , ,1111. - ` . , , , , i., , , , 55.43'
t ; LD S LLCf': "",rt I` ROUTE 2 0 HO WG DAILY EDMUND J&CHRIISTOPHER5 ,
im. "~ . , - , " ': ~ :_ ON SHEET 7 FOR FURTHER DE.TA , S. _ ESS, BUT MAY INCLUDEFACI
DURING
SUCH AS A TOT OTL-32.73' ., , - SUBDIVISION PROCESS, ,
TMP: o oo-oo00-05500 ,}• °. .. o- -'.'1 . 1 - ... „ i = t ,.`` r PO BOX 1467 DAILY&CYNTHIA DAILY DICANIO56/ „ \ R 2.50 CLUBHOUSE RECREATIONAL FIELD PICNIC AREA PLAZA COMMUNITY MEETING1 ,,j., . ,.,, -- -- \ J t r , l
OWNER. COUNTY OF ALBEMARLE ,. , - . . , . , . .. . . , . , - l' :.'.'':,.' VA 22 02 26 NASSAUrr , - ; t . • . . -h • ;'- - • • . - __ \- 1
LE' g 3 SPACE AND OR SPORTS COURT OR COMBINATION THEREOF -TOTALJ , / , ACREAGE- z.i AC.__ 2 HREAGET1z.b1A CITY PARK NYvo 09 - I - f AC C - i s17° 3r 3s°w F ,l="'"' -- RECREATIONAL AREA PROPOSED - 0.6 ACZONING:_ - = ;;
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r L 491.24' DB/PG- 2397/431 r ,. . .,. ,r„ .. . .: PROPOSED OPEN SPACE f r ..
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i,>,' i r.', .> _ ... ' ro _ - _ ..-....._. ~ ZONING. R-6 OPEN SPACE. _ r,: ; ' •. •.'. - :;' ;': BE DEDICATED TO ALBEMARLE .. P REQUIRED OPEN SPACE (25%) 6-39 ACRESR469.50'
i . !z \ , f TMP o 600 00 00-o Co _
r couNTYgsPARTOFTHE r„''P "L 5 57 TOTAL OPEN SPACE PROVIDED -6. ACRES(25.2%OPEN SPACE11,111. X / \ / r y, GREENWAYEXTENSION.THE - " t' -'. ,% ROUTE zoo HOLDINGS LLC TMPo56A2 41 00 061001111 _ _.
t :,.Y , OPEN SPACE °'A" = 0.2 ACRES OPEN SPACE "F" = 0.1 ACRESf `. EDI'CATION SHAC60CCUR / - O UTE z o HOLDINGS L,LCII , , ;. `... - \ POB X 1467 ROUTE N
PRIOR TO THE RECORD TIN 4 EN SPACE "B" = o.o8 ACRES OPEN SPACE "G" =o.o8 ACRESI \ i, ",',': , - •, ,;' , , , . , :, . n o , \ _ " /., D MANAGEMENT
OP
L -33.1a CHARLOTTESVILLE, VA 2zgo2 RE LIGHTIQFTHExoTH'DWLLLING UNIT. - I,
I, \ . ..:- _ / ,. •' OPEN SPACE "C" = o.10 ACRES OPEN SPACE "H" = 0.o ACRES
1111... _. SEEPROFFERS ON SHEE77 FOR 22.540 REALE 4.402 ACO _ . ,PO BOX 1467o ., T' iOPEN SPACE "D" = z. z ACRES OPEN SPACE "I" = z. o ACRESFUR ,HER DETAILS. - 3 7osi` I - ZONING R
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CHARLOTTESVILLE, VA 22902 „ „ r c. OPEN SPACE "°c - 0.67ACRES
R
i a x, __. + ACREAGE 3.z4AC
y i :;.1 OPENOSPACE SHALL BE DEDICATED TO THE HOA, WITH EXCEPTION OF OPEN
7 2.66A RE$ _ ZONING: R 6
2 „ SPACE "I" WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY FOR THEN1211 B,W PROPOSED PRIMITIVE e .. ' DEVELOPER: RIVERBEND DEVELOPMENT INC. EXISTING_C.ROZET , I -, ' .`..°.} .'• 3.5.17 TRAILWAYTOBEINSTALLEW.
y ,`'
i EXTENSION OF THE GREENWAY TRAIL THROUGH THEPROPERT .
i._" .'. `> ALONG THE GREENWAYAS I .. 455 SE SE, SUITE 400
Y
D.O'G PARK ;
1
SHOWN ONTHI PLAN. _ 1 \. s J CHAR OTl DSVILLE, VA 22903P.. I U"I iLITIES: TrCOUNTYY WATER AND SEWER
ENGINEER11, - ` ,.:: , /
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COLLINS ENGINEERING
1.,,. ,,w
I. . ,~- . ° I. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN
11 2 AR T SUITE Ki0oGREITSUT1h,! 1, ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS1! CHARLOTTESVILLE VA 22 9029v '' -- L=298.9 A O ( J I; I WITHIN SECION 32.7.9 OF THE COUNTY CODE.
11 I
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R=bay.5a -- AI i iGENERALNOTES: so N57° 56' 23"W _ `• j - J
TOTAL PROJECT AREA: TMPo5600-oo-oo-o57B1(portion of): 23o AC FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID
ao' STREAM BUFFER - I TMP 4 600-00-00-0 DO (portion O 1. 8 AC1. IMPERVIOUS AREA: :Ii ACRES (42.25%) s7.5r , 5 57 (P 4 5100 Co2z D DATED FEBRUARY 4, 204 .
I
3 9 5K38' 51"W % , 4r / TMP o5600-00-40-457Co (portion of): 4.402 ACROADWAY= 243,415 SF (5.59 AC) 1 I-"" 53.52''; `
r. - - - %£P o56Ko 00 00 000Az (portion of): 7150 AC Lk'PO STREAM BUFFER: THE 100'STREAM BUFFERS ARE SHOWN ON THE PROPERTY. NO PROPOSED2'", TMSIDEWALK/DRIVEWAYS- 52,560 SF (1,21 AC) , N75 05 20;UJ 20.56' _ J
7 , . _.. °
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TMP O 640-00-00-057132 onion o AC.
BUILDINGS =174,400 SF (4.00 AC) ' r .'v1 t
5(P fl 4 47 DEVELOPMENT SHALL BE LOCATED WITHIN THE 100' STREAM SUFFER AREA.
111.D n `
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P o56A oo (portio of). 3.24 ACz. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE C. t k , ,c\
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1,
I j Reserved r/w (portion 2.17 AC. WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED
TRIP GENERATION MANUAL, 8TH EDITION. N
1
os,
g , NE;-a 11 ,.'. \ 1 1 f
J TOTAL ACREAGE: 25.56 ACRES
CODES 210 WERE USED FOR THE SINGLE FAMILY DETACHED \ " ;~'`, Y7y `'. ` -. 48TU EXISTING SANITARY SEWER % - /' RAL/FORESTAL DISTRICT: NONE
A3s,.; , 3s3s. EASEMENT DB_ PG t'.'. r PROPOSED ZONING: R 6 ZONING WITH PROFFERS ZMA 2016-o
AGRICULTURAL/FORESTAL
PROPOSED 24 DWELLING UNITS \ TMP: 056`0-ob o0 05200 ' - . ` • :: - ' - _ \ (
5)
LIGHTING NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT. ADT RATE VPD PER D = 2 o ADT 11 ENTER 11 EXIT , OWNER: R \ PROPOSED PEDESTRIAN TUNNEL UNDER N19° 33' 06" $ OP T. 9 57 u 3 ( 5 / 5 ) N FRAA Eli -0 ,QE b,OR JANIE1 \ ----" ` THE EASTERNcoNNECTORRoaD. 17.73' TOPOGRAPHY: TOPOGRAPHY PROVIDED BY COMBINATION OF ROUDABUSH, GALEAMPEAKRATE - o. VPH PER DU =18 VPH ( ENTER/1 EXIT) i , 75 5 3 E \ I
ASSOCIATES & LOUISA AERIAL SURVEYS, JANUARY 2007. BOUNDARY PHASING: SITE SHALL BE DEVELOPED IN ) PHASES AS NOTED ON THE PLAN. N ACREAGE. 2,81 AC - , - - N87 50 44 - i (4
1111,.. \\.
t
PM PEAK ATE o1 VPH PER DU 24 VPH (15 ENTER/9 EXIT) ZONING: R-4 - `, - ^u' f -. ` .' `052' t
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f,-' \ \ INFORMATION PROVIDED BY ROUDABUSH, GALE &ASSOCIATES FROMN - l .
1111.__ O ES 30 WERE USE FOR THE SINGLE FAMILY ATTACHED DB/PG: 948/o17 Nz..- 29' 35 W _.. - RECORDED PLAT JULY 2016. TOPO FIELD VERIFIED FEBRUARY, 2417. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET.
PROPOSED 52 DWELLING UNITS - - ,`' \ 2 ss'
L' 1.
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rv7a°21 a8 w
11 33 os
1'i' \\ DATUM VD -i988 BUILDING SITES: PARCELS 66 THROUGH 1 6 MAY NOT BE FURTHER DIVIDED. ONLY 1ADTRATE - 5,86 VPD PER DU = 305 ADT (153 ENTER/152 EXIT) ,--\: -- .. ,,,", .•. ,",~. `.`. s t sz°46'20"w, NsoQ"44'3a°v,_. v,z° i1'3s` 1 z,3 NA3 ( )
I N7126.13 W .60.21' N86° 00 55"1nr i \ a ...::: , AM PEAK RATE - 0.44 VPH PER DU - z VPH (4 ENTER/1g EXIT) 7T° 1799' - --_. - o " ,, _ DWELLING UNIT PER LOT SHALL BE ALLOWED EACH PARCEL CONTAINS A
3 1-1 I., \, ti
7, '•
3'y7„W 6 -...\ ^ > 11.77' S72 03 1a 4. .....39.41' I .',' ` j
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5 -ss - \ '` 37.53' - 1 ` " i, i, PROPOSED USE: SINGLE FAMILY ATTACHED AND SINGLE FAMILY DETACHED UNITS BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE COUNTY CODE. PM PEAK RATE - 0. 2 VPH PER DU = 2 VPH 18 ENTER/ EXIT _ - - 5 7 ( 9 ) ` \ - /' ' `- ,, N8s° 5s 20" 18.79' \ =zo 24 SINGLE FAMILY DETACHED UNITS & 52 SINGLE FAMILY ATTACHED UNITS
THIS SITE CONTAINS MANAGED STEEP SLOPES AS SHOWN ON THIS PLAN. e `, \ .\ , % '
L 8.56'
3 Sj /
s I" , 1 C "`.R x70.78' TOTAL UNITS = 76 UNITS BURIAL SITES: NONE
4 ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE -EACH ss^' ; ` \,S .4PCNSPacE -~-
e ss8,,, , , _ 1111E, ,. I i ' - OFFSITE DISTURBANCE: LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. `°\ ` ___ __ :. ,~:'. -'- 27oaeizs 1: - IST RBANCE: NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN,EXCEPT FOR
TME., , ,o5600 00 00 04800 -; . .: . - BUILDING TYPE: A MINIMUM OF 0% OF THE PROPOSED LOTS WILL BE SINGLE FAMILY THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN THE EXISTING UTILITYS. NO ON STREET LIGHTING i5 PROPOSED WITH THIS PLAN. 1 r \,I:: 1 _ . _ ..111.1_ _
5
e OWNER: `'., 'HEVENER-R1[1#A D LLOYD II S . , 1' I; -
6. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. ^' ACREAGE: 11 . `AC ,. " "
EASEMENT.
4 94f - 5:-=:' ''=-
DETACHEDHOUSES.
MAYBE CONSTRUCTED IN THE AREAS ADJACENT
SINGLE FAMILY ATTACHED (Sli UNITS DTO
7. SEE SHEETS & FOR LOCATION AND HEIGHTS OF THE PROPOSED
4s9ZONING. R 6 r - F 7 .. -1111- 3 4
s ; - - = ..,.s: S PARK RIDGE DRIVE AND THE EASTERN CONNECTOR ROADWAY, A LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS INDB(PG: 66o(no , 2
j {e s a 4'ss F 21", a - -
S - MINIMUM OF 10%ORETAININGWALLS. `,,
r __ -.-_ - F THE UNITS SHALL BE SFA OR TOWNHOUSE UiVITS. ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS
8. THERE ARE NO KNOWN CEMETERIES OR PLACES OF BURIALS ON THE ' __ '__ -- -• X \ 'N _ - WITHIN SECTION 32.7.8 OF THE COUNTY CODE.
11
N64° 5 00"E , r
PROPERTY. % _, 37fi2.„ I -- ° II DENSITY: 76 UNITS / 25.56 ACRES = 2.97 UNITS /ACRENOTE. SEE SHEET 2 FOR /NFORMA T/ON ON THE ADJACENT PROPERTY / \
1.
L _ .. I. N7z 45s w MAX NUMBER OF UNITS WITHIN REZONING SHALL NOT EXCEED 1ig4 UNITS. PARKING: z OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLINGOWNERSSURROUNDINGTHISPROJECTAREAi' f Y sa.a>B _ `-
LL ALSO BE PROVIDED ALONGI 'v': , .. '
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NOTES: - ----------- . ..... -------- .... . .
1 . THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP TH oEXISTING-RA'ILROAD EXISTING RAILROAD ---- - ------ . . ..... NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. I2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE & ------------ = - - __ ...... .... . . . ...
I— -----
A
F S7 - ----- - - - -------------- ASSOCIATES AND LOUISA AERIAL SURVEYS, JANUARY 2007. BOUNDA . ...... JF
INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM SCOTT R. COLLINSZ
RECORDED PLAT JULY 2016. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN
L . . ..... -- -- ------ IFEBRUARY 2017. 62 -01 "TM,P 5.6A2
L U Lic. No. 035791IfFT -N GRAR. - - --------- 3. STEEP SLOPES EXIST ON THE PROPERTY WHERE SHOWN BELOW.
J/11, -
01-00-0 rI656A26
I-10NALppnpnqEDWITHINTHEWPOSTREAMBUFFER
4. THE 100'WPO STREAM BUFFERS ARE SHOWN. NO LAND DISTURBANCE ISTOPOFTMP
F b/ U -'ROUTEILL,! 240-
0 400- > 056A2 1 -
40 HOLDINGS, LLC C/O _APREAGE-A.89 AC
HOLDINGS, LLCc' ------- .....
OWNER: ROUTE
REDLIGHT MANA0EMEN%ORI . .... . '6 RESIDENTIA I----- ------ - ------ - - ------------ /
H ------ 5 ET HOLDINGSMAINSTRE
II13.05 AC, ACREAGE:,,
ILL TOP STREET
M -61-00- 056A2 -068,00
NER: ROU DB/PG., 12/352 'HOLDINGS, LLC'
IL TRYTMP: ZONING YIGHTMEAV PUS
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LIGH INDZONNG' USfRY ------ -- ----
ACREAGE:,'3.07 AC
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IIIPH0POSEDF,60THILLS
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IACREAG5AC :
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JIMP", U OU --w00 00-057DO . . . . ...... 100'STREAM BUFFER
IROUTtl`AO HOLDINGS
ONING: Rr6' AC EAGE- 12 61 AC'f 7 y
DB/PG: 2012/352 --- --- -
ce
OTAL) uj
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EXISTING PARK RIDGE DRIVE
61'& VAR. PUBLIGR/Wl' ,ZONING: R-6
IIIEII[:AIO I IPROPOSED PARK RIDGE DRIV
AND TRAIL SYSTEM TLY UNDER ,
v 056( '4
CURRENSEWERESMT.
TMP: 05W4A-00-000A0 CONSTJ36CTION WITH FOOTHILLS, )
0-01-00,69,' OWNER: HOMEOWNERS ASSOCIATION, INC IO
IING SANITARYEXISTINGGREENWAY
T Mp.
ACREAGE: 5A9 Ap S11 CO, IvvvI-4Fr%. -/ I
Y) \ ' WIL80N JOEXISTINGRIGHT -OF -WA .4 IINES '6%11 A'Ny JIM BZONING: R
RbS ING PHASE-
FO&OILL ---- TO BE ABANDONEDOBIPG: 3 0&626 :' REAGE:', AC'
IifINDUSTRLONING: LIGHT
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Q) CI['- 3r
GENERAL CONSfr 10 T TrTIO ___ I.altak-, N NO TES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRA WN MA Y NO T A CCURA TEL Y REFLEC T THE REQUIREMEN IS OF THE PERMI T
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GO VERN.
2. ALL MATFRIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE
REA SONA BL Y OB TA INA BL E, L ESSER SL OPES OF J.- 1 OR BE TIER A RE TO BE
A CHIE VED.
6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE -CLASS W.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
PYZ7j?AZ Co WFTJ?Lr077j0jV .ffoTF J? 6 . 'y FOJ? AFT ,FZ7TS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS W17-HIN THE DEVELOPMENT WILL
BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COA41WUNITY DEVELOPMENT (296-58J2) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE,
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRAIDE SOIL.
THREE (J) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF
A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH
THE TEST RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE Of? A
NA TURAL WA TERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND
APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET
OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
SHOULDER KqDTHS SHALL BE INCREASED TO SEVEN (7) FEET
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE
STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM MTH THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE
INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND
CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER
THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS
AS SHOWN ON THE ROAD PROFILES.
13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT's VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT
UTILITY, GI;MDING & DRAINAGE PLAN
SCALE 1 "=50'
RO-4jO X077ZS
GRADIN
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER To SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE.
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
A MINIMUM COVER OF ONE (1) FOOT
2. STANDARD UNDERDRAINS' (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ,ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA VEMEN T-
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACT70N BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST HE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE /, //, OR N PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFA CE TREA TMEN T IS A PPL IED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
PRIME COAT RC -250 0 0. J GAL.ISQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE
REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY
BEFORE BEING COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND
CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT
STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH
THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR
COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT
OF A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON
COMPLETION AS PART OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE
WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN
INSPECTION.
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 ELIGIBLE FOR STATE MAINTENANCE.
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TREATMENT PRACTICES MAY BE UTILIZED ATTHE TIME OFTHE VSMP PLAN REVIEW. FOR
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Ric widc-r,;4!pcd 0,,vncr,,',q% hereby proffer dhl,at d4i use And dev,Aolpinc-m of L e -Prop&rry sh,all beiri
m f6trita, ace -writ'll tile proffers and condiliom hiereir, abov-e, ancl the e proffc,vs sla[] supce,cde all
cither piffers and --ovicadons madc Pdor lherero *11his PvcAff"cr Swucmcm cmay be egecuted ija ari;
number mi, courlti."Parcs, eLiClf Of \1411CIL sh-11,11 be afi oli,gnnal arld all of w1iich rogeebe, Shall coui;61uw, 1. I
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