HomeMy WebLinkAboutSDP201800041 Plan - Submittal (First) Initial Site Plan 2018-05-213
SITE DATA
OWNER : ADAMS, MARY MASLAND,
TRUSTEE; THE MARY MASLAND ADAMS TRUST
1600 N OAK STREET #1210
ARLINGTON, VA 22204
DEVELOPER NEW BEL VEDERE, Inc.
610 WEST RIO RD
CHARLOTTESVILLE, VA 22901 BELVEDERE
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
PROPOSED TREE
914 MONTICELLO ROAD
._ ' '
CHARLOTTESVILLE, VA. 22902
PROPOSED CONTOUR',
(4J4)-977-0205
TAX MAP PARCEL No:
06200-00-00-016DO
PARCEL AREA:
15.00 ACRES
ZONING:
R4 RESIDENTIAL
PROPOSED FIRE HYDRANT
STEEP SLOPES - MANAGED
EX. C&G
- - -- -
STEEP SLOPES - PRESERVED
USE:
25 SINGLE FAMILY DETACHED
PROPOSED WATER VALVE
20 SINGLE FAMILY ATTACHED
CG -6 ROLL -TP
O
=2r - ROLL-TOP
------------------
45 TOTAL LOTS
BUILDING HEIGHT-
35' MAXIMUM
SETBACKS:
FRONT.• 5' MINIMUM (25' MAXIMUM)
15 RCP
SIDE: 10' BUILDING SEPARA TION
g
CL
REAR: 20' MINIMUM
AREA SUMMARIES:
TOTAL AREA = 65J,400 SF (15 AC)
- ---'
OPEN SPACE = J49,351.2 SF (8.02 AC)
0 ,�
RIGHT-OF-WAY = 609.84 SF (1_4 AC)
DENOTES LOCATION OF STD. VDOT
AREA IN LOTS = 24J,064 SF (5.58 AC)
LOT AREAS:
( SEE LAST PAGE FOR TABLE OF ALL 45 LOTS AND THEIR AREA )
GROSS RESIDENTIAL DENSITY: 3 DUMC
MAGISTERIAL DISTRICT-
RIO MAGISTERIAL DISTRICT
STORM WA TER MANAGEMENT. NUTRIENT CREDITS TO BE PURCHASED FOR WATER QUALITY. FOR WATER QUANTITY,
"" " ` -
FLOW TO BE COLLECTED BY STORM NETWORK AND DIRECTED TO RIVANNA RIVER
STREAM.
WA TERSHED:
UPPER RIVANNA RIVER
BOUNDARY SOURCE:
PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR,
CENTERLINE
DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875
PG 331.
TOPOGRAPHY-
AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC
BENCHMARK:
RWSA SAN MH 336.2
DA TUM:
HORZ.: NA VD 88 VER T.: NAD83
FLOODPLAIN:
THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE
LIMITS OF DEMOLITION
RA TE MAP. COMMUNI TY PANEL NUMBER 510003C 0279 D. EFFECT/ VE DA TE -
PROPOSED SIGN
FEBRUARY 4. 2005.
PARKING REQUIRED:
TWO (2) PARKING SPACES FOR EVERY UNIT + 0.25 SPACES FOR EVERY LOTS
2.25 * 45 = 101 PARKING SPACES REQUIRED
PARKING PROVIDED:
180 PARKING SPACES PROVIDED
0T
(2 DRI VE WA Y SPACES + 2 GARAGE SPACES PER UNI T)
EXISTING IMPERVIOUS AREA: 502 SF
PROPOSED IMPERVIOUS AREA: 153, 780 SF
PROPOSED TURF AREA:
203,176 SF
LANDSCAPING: SEE
SHEET 5 FOR MORE INFORMATION.
LIGHTING: 1.
LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED J,000 LUMENS.
2.
EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS J,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR
SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM
ULON
Z 9
ADJACENT ROADS.
3.
ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
Q0
FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL.
NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL.
THE SUBJECT PROPERTY
IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS N 0 T L OCA TED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
NOTESGENERAL CONSTRUCTION
PLAN NOTES
L 1. THE OWNER SILL DESIGNATE A PROJECT MANAGER TO ACT AS OWINER S REPRESENrAfl C _RG THIS
PROJECT, CONTRACTOR
SHALIREPORT DIRECTLYTO 1-111Sc PROJECT MANAGER UNLESS OTHER+JIcE DIRE
CT
D.
2. THE DESIGNER 11AS CONDUCTED 1,10 STUDIES DESIGNED TO DiSCO'V'ER THE PRESENCE OF ANY HAZARDOUS:
c�LBI_,TA\ CES (DNI THIS ROFERf: AND ASSUMES S NO RESPONSIBILITY R LIABILITY RESULTING FROM -THE
PRESENCE
ON ANY SUCH SUIBSTANCE.
_. CONTRACTOR rI� �,r_: I C � ,'f� PEF<P�41TS F?L''UI`r�ED (=Of; �il� ,aJl?I. AND �. iHL ,�Ulllf„vel., , � IAL_ JL,i,�,I 1 ALL � ; ,-,Y A. `��+ C,'.A: _-S.
]HIS, INCL( DEO ALL NCCL`_SARY PERMITS, iNSPECRONS., BOND`;, AND OTiiER APPROVAL RLLAIEL ITEMS IN
LTATE, .JC FEDERAL POLICIES.
ACCORDANCE WITH THESE FL_A , /J WELL AS OC L
J. PAVED OR RIP RAP DITCH i`✓1A.Y" BE REQUIRED WHEN, IF,] THE OPINION OF THE RESIDENT ENGINEER OR HIS
DESIGNEE IT 1S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WiTH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1.EXCEPT AS OTHERWISE �f� J�Fmd THE PLAINS, ALL .�JT� \.� LL_5.9LL MATCHC
H EXISTING _LOL_JR
BE NO GRFATE.R THAN 2:1.
?. UNLESS OTHERWISE NOTED ON THE PLANS OR JIN THE SPECIFIC.ATIOI`JS, ALL FILL MATERIALS, SHALL BE
COMPACTED 1-0 95% 0i: i-I._I EOI:;\E..I.. ICAL MAXIMUM _ENSI..v. AS DE..I..ERI.vIINL_ BY AA"H-_u _..-JC\_..i._i:_L'
A,
. E_
PJI1H,J PUJc OR ✓::�US 2% CJFTI1Jfvt. MClS _RE, FOR THE FULL WIDTH AHD DL/ F THE FILL.
AREA UN1 ESS OTHERV:/IS'= INDICATED.
3. ALL (JRP.I:�If`JO AND Ih:%IPRiJ`�l=A�Ff`JT`:, TO BE C,O(`l=1fvE'J TO THE PROJECT E S I
4. ALL f•.IAILI\IAI_.: AFJU IPdSIALLAl,ufv DETAILS TALL CJf1f ORP.J 10 .Af-P._:.,AELL Lauf\L ORDINANCES AND .D01
RU\C J: BFrluGE ST rIDAFJc (LATEST EDITION' UNLESS JIHER„ ISE ST.,TE G WITHIN THE PLANS..
5. ANY JNJUAL. JR U ,f , T.I"IPAFED cJBSU RFvIS CONDITIONS SHALL BFIE-ITEL( REPORTED TO
THE
EiNGIiNFER.
6.COfJF</C .FSHALL ✓LF11 _ Y ALL DIMENSIONS, rL_/A:ICfcAND LOCATIONS PRIOR TG BEGINNING :rJ`ti/_RK, AND
111;iMEDIATELY NOTIFY THE PROJECT MANAGER IN THE E'VE11T THERE r^ RE ANY DISCREPANCIES BETWEEN SUCH
;OND{TIONS AND THOSE SHOWN ON THE. PLANS AND-PECIFICAT{ONS.
N J 1 LiE EVENT IHA GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CON RAC FO i? SI_i,-ALL ADVISE i LIE
PROJECT MANAGER, .AND EN(GI(\li`_ER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT.
PHASE 5
INITIAL SITE PLAN
C
VICINITY MAP
SCALE: 1 "=1000 FEET
UTILITES & DRAINAGE SYSTEMS
U I I1...ITIES
1. ANY DAfvJAGE 1 0 E?;I` f If IG U11LI FIES CAUSED BY CON I1RAC 10 R OR ITS SUBCOf 1TF2AC 1 ORS SHALL BE
CONTRACTOR'S SOLE RESPONSIBILITY ANID REPAIRED AT CONTRAATC)t:'S EXPENSE.
2.1HESE RAMS DO NOT GUARANTEE THE EXISTEINCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
CONTRACTOR SHALL 'VERIFY THE EXI`TENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
48 HOURS PR10F� I0 ANY EXCAVA ION OR CONS f RUC 1101 J CONIFFACAOR SHALL N01IFY MISS Ui ILITY
11-800-552-7001) AND/OR THE Rr_vPEC::. E l_, I.. , IY C. ?:✓1PAfJIES FOR GAS, WATER, SEWER, : OWER, fiOP,
AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES
:-..RELOCATED, LOCATED' AND TO HAVE
THF/TN04ELOR OR TO DETERMINE THE 1 -THUD Cr- PROTECTION ACCEFTPBI.-
TO THE
RESPECTTv'E OWNER, IF THE METHOD OF PROTECTIONiS NOT OTHERWISE SPECIFIED, CONTRACTOR SHALL
CONDUCT ITS WORK IN THE VI(IHNITY OF EXISTING UTIi...ITIES I'd AC'C'ORDANCE WITH THE RESPECTIVE„ UTILITY'S
MULES AND REGULATIONS ANY COST INCURRfED OR RLIv1OV1HG, RLLOCAiING OR PROiECIINC UiILITIES
SHALL BE BORNEE3: COf 1F,A..TJ , l_,f,L� fJD. ,�TLJ C)THLR�,I_.L. CONTRACTOR `SHALL EXCAVATE TO LOCATE
3L1<IEU UfILI'ILS FAR ENOUGH IIN AUbAf L 0= IiS WOI:,,'K TO AILOW FOR I'Or?IOf`JLAL ANDO"r Vf F 1 C'AL
AD _ .:ENi_, 10 JJORK AIJ.� OR !HL I:Ll lr__,. NO ADJUS1LI_.IF IN C MPEi SATIOT( VIS SCHEDULE WILL
BE ALL(1)INED FOR DELAYS RESULTING FROM DON1 T RACTOR'S FAILURE TO CONTACT AND COORDIi\TATE WITH
U i ILI TIES.
, WHEN THE WORK CROSSES EXiSTIfJG UFILIiiES, THE EXISTING UTILITIES SHALL BE ADEQUATELY :UPPORTED
AND PROTECTED FROM DAMAGE DUE TO THE WORK. AI_.L /METHODS FOR SUPPORTING AND MAINTAINING THE
EXISTING UTILITIES SHALL uL i PR.\ED BY JHE FESPE�FI\E UT
Ii ( :_,CMFAfJY AND /OR ,HC LIJG.f1E_R.
CONTRACTOR S11A_L EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMEiNT 0= EXISTING UiILITIi S
A.FRE MAIN AIHIED .AND ] HAT NO JOINTS OR CONNE-C-1-IONS .ARE DISPLACED. BACKFILL SHALL BE CAREFULLY
PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SEITLEMENT TO EXISTING UTILITIES, ANY
UTILITIES REMOVED AS PART GIF IIHE WOR<, AI'.D NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL
BE RESTORED USING MATERIALS AND INSTALLATIONEOUAL TO THE UTILITY'S STANDARDS.
4.COf`Jft`:r\CiOf: SIi.A l i`iOLIFY I. JDO'u"dP`IEf?S, IENAPiTS AND THE f:OJECi N\PJAGE1 'F?IOF? TO FI E
INTERRUPTION ION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT 10 A MINIMUM AND SHALL ONLY
OCCUR WITH LITE KNOWLEDGE AND P`RMISSION CF T JE SL\\/ E'S OWNER OR .AUThi0R11'Y.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, '',AIAIER VALVE BOXES, GAS VALVE BOXES AND 'ABATER IMIETER
BOXES SHALL BE [HE RESPONSIBILITY Of CONIPACIOR,
6. ALL 4^;AI P METCf VALVES .AND FIRE HYDRAN I ADJI_JJI MEIJ ISj [?EI OCAI IOIIIS SHAL BE PERFOR'ME'D BY [HE
'CONTRACTOR. rC\TR/lTO R SHA,KEEP A "RED...INE....'c_.SET G`- FL_ANS DOCUMENTING ALL SUCH A5-,13_l.j
l_1
REVIS1011,11S.
,t�Z,TH
c� 9
a99art
J'cNo.
22841
tt"o'-.4a05/21/18srONAL �ZyG
SHEET INDEX
SHEET 1 ---------- COVER SHEET
SHEET 2 ---------- EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 3 ---------- SITE LAYOUT PLAN
SHEET 4 ---------- SITE UTILITY PLAN
SHEET 5 ---------_ SITE UTILITY PLAN
SHEET 6 ---------- SITE GRADING PLAN
SHEET 7 -------- LANDSCAPE PLAN, NOTES AND DETAILS
SHEET 8 -------- TYPICAL SECTION. NOTES & DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR
- ....
PROPOSED TREE
EXISTING INDEX CONTOUR
._ ' '
EXISTING WATERLINE W/ TEE
PROPOSED CONTOUR',
ENGINEERING
PROPOSED WATERLINE W/ TEE
EXISTING EDGE OF PAVEMENT
EX. EP
EXISTING FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT -----EP
----- --
PROPOSED FIRE HYDRANT
EXISTING CURB AND GUTTER
EX. C&G
- - -- -
EXISTING WATER VALVE
PROPOSED CURB AND GUTTER
CG -6 -
PROPOSED WATER VALVE
TRANSITION FROM CG -6 ROLL-TOP
CG -6 ROLL -TP
O
=2r - ROLL-TOP
PROPOSED WATER METER
EXISTING STORM SEWER
FX 15' RCP
EXISTING REDUCER
PROPOSED STORM SEWER -^-�
15 RCP
PROPOSED REDUCER
g
CL
2
HANDICAP RAMP (CG-12)
EXISTING SANITARY SEWER-'
- ---'
0 ,�
DENOTES LOCATION OF STD. VDOT
CG_ 12 AND/OR JURISDICTIONAL
PROPOSED SANITARY SEWER
0 �
STANDARD RAMP CONSTRUCTION
PROPERTY LINE-
"" " ` -
PARKING INDICATOR
V1
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
EASEMENT LINE
JJ
BENCHMARK
CENTERLINE
2
LIMITS OF CLEARING AND/OR GRADING
°"'"°� _�,,,,� ;�,'N
VEHICLES PER DAY COUNT
EXISTING SPOT ELEVATION
UQ
PROPOSED STREET NAME SIGN
PROPOSED SPOT ELEVATION
+12.0
EXISTING SIGN
LIMITS OF DEMOLITION
N
z¢�n
9
PROPOSED SIGN
EXISTING FLOODPLAIN
........
20
SANITARY MANHOLE IDENTIFIER
STREAM BUFFER ,.o. -
0T
EXISTING TREE DRIP LINE
STORM DRAIN STRUCTURE IDENTIFIER
EXISTING TREE
L X. 1 %'K
�1w
cc
DRAINAG!= SYSTEMS
1 . C;C)f`JTRACTOR SHALL EXERCISE CARE, ESPECIALLY /',IT INTERSECT0 S AND GUTTER LINES:, TO PROVIDE
POSITIVE DRAINAGE.. ANY \R ,._� ,HERE 4„TL...R IS f : J.,I NFD -S _ 6E CORRECTED BY CONTRACTOR AT
NO ADDITIONAL. COST. POSITIVE DRAINAGE OF AL. L_ ROADWAY AREAS TO TIESTO ✓ BRAIN INLET;
OR
OTHER ,ACCEPTABLE DR)AINA.GE CHANNELS AS NOTED OH THE PLANS IS REQUIRED.
2. OOf\JTRACTOR SHALL MAINTAIN EXISTING STREAMS,
.,DITCHES,
:DRAINAGE STRUCTURES, CULVERTS AND
:D =
_OWS,
AT ALL T-IMES DURING THE WOR'. CONTRACTOR _-/LL n•i FOR ALL rERc,C.Jr\L INJURY AND PROPERTY
DAMAGE WHICH fvIAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
E.
At L. PIPES, Di'S A.PlQ CaTHF..R STRUCTURES SHALL. BE !PJ `_ P T '
G- - ECT,.._D Y HE PROJECT i IANf GER BEFORE B...ING
BACKFILLED OR BURIED. THE PROJECT ,ANGER P,(PE"I.IRE COJFRACiOR, AT I,JC.-ADDITIO 1L COST, TO
UNCOVER AND RF -COVER SUCH c..TRJCFURES IF THEY HAVE BEEN BACKFILLED OR BJRiL) JI TInIJJ T
. "`_;UCH
(INSPECTION.
4. ALL CA l Cl l BASINS LiN.,C,P✓JPASSED WI 111 IN NEW CONS I RUC JOIJ _,f !ALL BE CON •. _I? I LU I(J URUI- INLL i S.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CON TRAC'TCR Uf,JLESS NEGOTIATED OTHERWISE BEFCRI_
PROJECT BIDDING: AND IF T\:0 T SALVAGED FOR RIE -USE, SHAI.I... BE DISPOSED OF L.AW'FUI LY.
6. ALL S iORM SEWER PILL" AND DROP INLETS SHALL BE C `.✓,Rf-D OF DEBRIS A JD ERODED MA CRIAL PRIOR
1-0 FINAL ACCEPTANCE.
7. ALL STORM SEWFR PIPE JC.-)IINTS SHALL. BE SEATED Ai`J^) SEALED 11\1 ACCORDANCE. ln.+`ITH THE.
MANUFACTURER'S SPECIFICATIONS.
8, ALL EXISHNG `ROOF DRAIf`IS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM IHEIR
NR- C0 J l G
LL BE SHOR.L.1CU; _XTf,DLU OF, GIfEF\,U:_,L F;OUIED .._,ffiG
MATERIAL -S APPROVED BY THE ENGINEER, AND If\1 SUCH A WAY THAT THE NIDN DRAINAGE PATTERNS ARE
ACCEPTA'BI._E TO ENGINEER AND THE PROJECT MANAGER.
0 FP
12
1,234 VPD
O
12
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
V
ENGINEERING
Z
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
H
DIEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
W
VA. DEPARTMENT OF TRANSPORTATION
W
ri
REVISIONS
DATE
MAY 21, 2018
SCALE
ill = 50'
CONTOUR INTERVAL
N/A
FILE NUMBER
8438
SHEET
01 OF 08
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DATE
MAY 21, 2018
SCALE
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CONTOUR INTERVAL
N/A
FILE NUMBER
8438
SHEET
01 OF 08
BOUNDARY LINE INFORMATION
UNE
BEARING
DISTANCE
Lf
N 81023'05" E
26.04'
L2
S 29' 18'35" E
27.36'
L3
N 71'09'25" E
27.84'
Iq
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DATE
MAY 21, 2018
SCALE
1 " = 50'
CONTOUR INTERVAL
2 - FEET
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MAY 21, 2018
SCALE
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FILE NUMBER
8438
SHEET
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Jimmy L. Taggart
Lic. No.
22841 sv�
05/21/18 1{�
SrONAL F'�G
ROAD CENTERLINE INFORMATION
LINE
RADIUS
BEARING
DISTANCE
L-CL1
N
57'05'49" W
16.46'
L-CL2
S
23'51'30" E
38.35'
L-CL3
S
45'41'07" E
350.82'
L-CL4
N
86"16'19" W
64.90'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C-CL1
200.00'
263.74'
245.04'
N
19' 19' 10" W
75'33' 18.51 "
C-CL2
200.00'
147.71'
144.38'
S
02'42'00" E
42'18'59.48"
C-CL3
200.00'
76.19'
75.73'
N
34'46'18" W
21'49'36.93"
C-CL4
200.00'
141.67'
138.73'
N
65'58'43" W
40'35'12.34"
BELVEDERE STATION LAND
TRUST, ROBERT1,1 HAUSER
& ROBERT ✓ KRONER, TRS
TMP 62A3- I
VACANT
ZONING: NMD
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95 -77
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N 23'51'30" W 1069.24'
BONDSTONE VENTURES LLC
TMP 62FI -D
OPEN SPACE
ZONING: R4
PHILLIPS, E L & ANN P
TMP 62- 7 6A
RESIDENTIAL
ZONING: R4
REVISIONS
DATE
MAY 21, 2018
SCALE
1"=50'
CONTOUR INTERVAL
N/A
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DATE
MAY 21, 2018
SCALE
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CONTOUR INTERVAL
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FILE NUMBER
8438
SHEET
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Lic. No.
22841 sv�
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sslONAL ,0
9
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RESIDENTIAL
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REVISIONS
DATE
MAY 21, 2018
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Lic. No.
22841 ��
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MAY 21, 2018
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--------------
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8438
SHEET
06 OF 08
06,
STREET TREE REQUIREMENTS
1 TREE PER 50' STREET (EACH SIDE)
1084' ROAD LENGTH
TREES REQUIRED = ( )*2
= 44 TREE REQUIRED
TREES PROVIDED = 46 OK
I
TREE CANOPY CALCULATIONS
RESIDENTIAL SITE AREA = 15 ac
45 UNITS / 15 ac = 3 UNITS PER 1 AC
20% TREE CANOPY REQUIRED = 130,680 SF
PROPOSED CANOPY= 17,514 SF
EXISTING CANOPY TO BE REMAINED = 269,329 SF * 1.25
= 336,661 SF
TOTAL TREE CANOPY = 354,175 SF > 130,680 SF OK
50 0 50 100 150
SCALE: 1"=50'
STREET TREE NOTES &DETAILS
NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT
LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT.
2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING.
3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING
SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE
DEVELOPMENT, OR PHASE THEREOF.
5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION
OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE
STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR
TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT
ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS
UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S
NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A
HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
PLANT.
PLANT LIST
QNTY.
KEY
BOTANICAL NAME
COMMON NAME
CALIPER
SPACING
SPECS.
CANOPY
TOTAL CANOPY
16
AR
Acer rubrum "October Glory"
OCTOBER GLORY
RED MAPLE
��
1.5 MIN.
AS—SHOWN
B & B'
397
6,352 SF
16
Ufa
Ulmus parvifolice "Allec"
Allee Elm
1.5" MIN.
AS—SHOWN
B & B'
397
6,352 SF
13
OF
Quercus phellos
Willow Oak
1.5" MIN.
AS—SHOWN
B & B'
370
4,810 SF
:5
CL
CANOPY GRAND TOTAL:
17,514 SF
AR Acer rubrum "October Glory"
® UA Ulmus parvifolice "Allec"
OF Quercus phellos
x of vr��
r�
Jimmy L. Taggart
Lic. No.
V6 22841
Al`v4
0�+ 05/21/18
�SSIONAL �1yG
DECIDUOUS TREE
PLANTING DETAIL
GALVANIZ��
GUY W
2"X2" HARDWOOD
STAKES
GALVANIZED RUBBER HOSE
GUY WIRE
2"X2" HARDWOOD
STAKES
WRAPPING
SHREDDED HARDWOOD
MULCH MIN. 3" DEPTH
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REVISIONS
DATE
MAY 21, 2018
SCALE
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CONTOUR INTERVAL
N/A
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DATE
MAY 21, 2018
SCALE
1"=50'
CONTOUR INTERVAL
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FILE NUMBER
8438
SHEET
07 OF 08
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In
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST N PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CUA M CUTTER HAVING A RAMS
OF = FEET OR -LESS -(ALONG FACE OF CURB) SHALL.
BE �, FOR AS RADIAL COMBINATION CURB i
4• FOR USE WITH ST OPEN-
ORAINAGE LAYCERuu7�4.E �T g � THE CURB
TO OF SLOP�bF- SUBB,A3E COURuE" S LEL
AND TO. THE DEPTH OF iHE. PAVEMENT.
6, ALLOWABLE CMTERU FOR THE USE OF
CG -6 IS BASED ON ROADWAY CLASSIFICATION
AND -DESIGN SPEED AS SHOWN IN APPENDIX A
2" R OF THE -VOOT ROAD DESIGN MANUAL
. 4d ` � '•� -° rya °, 0•� �
THE BOTTOM OF THE CURB AND.
GUTTER MAYBE CONSTRUCTED
PARALLEL TO THD: SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MMNTAINED.
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
REFERENCE COMBINATION " GUTTER
EREV. 91G8
VIRGINIA. DEPARTMENT OF TRANSPORTATION
2G,.0�
CG -6 DETAIL
N.T.S.
LOT #
AREA
(SF)
LOT #
AREA
(SF)
LOT #
AREA
(SF)
LOT #1
5457
LOT #13
4000
LOT #27
4770
LOT #2
5457
LOT #14
4000
LOT #28
4000
LOT #3
5220
LOT #15
4000
LOT #29
4750
LOT #4
6366
LOT #16
4743
LOT #30
4750
LOT #5
5291
LOT #17
7187
LOT #31
4000
LOT #6
5618
LOT #18
6915
LOT #32
4000
LOT #7
4750
LOT #19
10143
LOT #33
4750
LOT #8
4000
LOT #20
8419
LOT #34
4750
LOT #9
4000
LOT #21
8884
LOT #35
4000
LOT #10
4000
LOT #22
6616
LOT #36
4750
LOT #11
4750
LOT #23
5468
LOT #37
5520
LOT #12
4750
LOT #24
6501
LOT #38
5504
LOT #
AREA
(SF)
LOT
#39
5095
LOT
#40
5457
LOT
#41
5457
LOT
#42
5457
LOT
#43
5463
LOT
#44
6366
LOT
#45
6250
LOTS AREAS TABLE
N.T.S.
•1 1 •1 1 :1
•1
17
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4" 3000 PSI CONCRETE
4" VDOT 21A
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
I
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,
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0 1,
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L-
3 1 4" VDOT 21A a
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6" VDOT 21A--'" `4" UO -4 8" 2113'
STONE BASE UNDERDR/aW-BASE
1' 5' 6 2'
10 '
CONCRETE PLANTING
SIDEWALK STRIP 0.5' TRAVEL LANE
24.5'
*SEE SIGNAGE FOR DESIGNATED PARKING LANE
/ ..
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TRAVEL LANE PLANTING CONCRETE
0.5' STRIP SIDEWALK
24.5'
TYPICAL SECTION
FOWLER STREET
N.T.S.
MANDATORY INSPECTIONS AT THE FOLLOWING
PHASES ARE REQUIRED FOR ROADS THAT ARE
PROPOSED TO BE STATE MAINTAINED:
II (=;TA _A T101 DRG. 'J ,'•.CC Y _: l BE .,RE I T : S I JV - "-U.
2. ILJ`.> FAA -10
ANY )` CC- U !.. T (�'l._; �_ll;C .I {;, TI (I' , T . ;L...{T C;I ;'`,.yY' BEFORE
BE ', ','0'VlCRED.
U.
11IC (UT_ AN E FIIL'S, 1r1C_ .r NIG !E I) EN.:l Y 1L_ (S, CC DRE
PL.. E'',1 (\JT OF C;),-,DBEC BASE M.-' TER L
4 " IPJ P„' 'ElIvIE', T CCS <JI' SCC, -f_I, ,. L I. ,(' (L D <T -
J L 1 H CL IF L.
TC. (: "HA _ BE ;:ii`"`PI -TE J A,', _[, f [_ :JRE 1N F';1_`,-1=[! L JCTUT_ I`
PLACE?_ .
5. Pi ,d I',IC OF ✓ J:1� ERI.,_ :, LJ.:'L.`DI .; FL `,~ 1'11{ ,; _r) S:Eil
E`.';'',IT� THE
-',N, - ).;
„PPR L_; F, .'\%EME!\JT _,. 'II- R `:F' - ^'._:- 1!J _. ?RSC OR i F,
F(' L vACD/ B :' F,=LI:i f`d C D II F E 1 c "T. h.i L= ",I:.;LP•.1C ,T '?= j. P; ,11`J'v -
-OU . 'E A'-, :I::ON AS PC)` ` :BLE.
i. f.! T IC, O PA.`,;'L'•,'1E`,T; CL.(J I D F',.' C _rd IT U f! UP,;; T1:7 A,`; F' ,RT
C%F THE F I -,,L_ SF-C'TiON.
_
TINY CONITRAI(T? I,, _� �J` IBCE FOR "IJ `11 1. ,-)'- M1' P"VII-!i,,; ?_ ONE WEEK
Ff .
TO E,,_ i) TiI. ., _'' , ES 0` Clvl ,_. _`1I' S( f1Eu'_-LE fd fJ` f'E C: -PI.
8. F,A. _..RE OF - ,E LJ ;..: IIFR TC' 'S" i 1)ULE_ THE' - 11 ��1\1 iiUL REQUIRE DCIII:,Jt(,,I;,
TF 1 J J OF T- _ ",DS A . THC S 11i1' . J= ;'C)C_;T 0R ..;1AY D TC I I C R Mi- 'T
BEH lG ELI (31BLE F 0, R STATE P',`,'=,11. LEI\,iA`dC'E.
a
A I
U
i s
I
z
IX Aw
P,IRKAW'
l S „V
3
a
S70P
•1 1 •1 1 :1
•1
17
q6%
K
4" 3000 PSI CONCRETE
4" VDOT 21A
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
I
D3837
,
ADT PLAN
N.T.S.
0 1,
R/W
4" 3000 PSI VDOT ST'D
3.. CONCRETE CG -6 1.5" SM -9.
L-
3 1 4" VDOT 21A a
STONE BASE
6" VDOT 21A--'" `4" UO -4 8" 2113'
STONE BASE UNDERDR/aW-BASE
1' 5' 6 2'
10 '
CONCRETE PLANTING
SIDEWALK STRIP 0.5' TRAVEL LANE
24.5'
*SEE SIGNAGE FOR DESIGNATED PARKING LANE
/ ..
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19 t.
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i
4" 3000 PSI
CONCRETE
4" VDOT 21A
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TRAVEL LANE PLANTING CONCRETE
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24.5'
TYPICAL SECTION
FOWLER STREET
N.T.S.
MANDATORY INSPECTIONS AT THE FOLLOWING
PHASES ARE REQUIRED FOR ROADS THAT ARE
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II (=;TA _A T101 DRG. 'J ,'•.CC Y _: l BE .,RE I T : S I JV - "-U.
2. ILJ`.> FAA -10
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11IC (UT_ AN E FIIL'S, 1r1C_ .r NIG !E I) EN.:l Y 1L_ (S, CC DRE
PL.. E'',1 (\JT OF C;),-,DBEC BASE M.-' TER L
4 " IPJ P„' 'ElIvIE', T CCS <JI' SCC, -f_I, ,. L I. ,(' (L D <T -
J L 1 H CL IF L.
TC. (: "HA _ BE ;:ii`"`PI -TE J A,', _[, f [_ :JRE 1N F';1_`,-1=[! L JCTUT_ I`
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5. Pi ,d I',IC OF ✓ J:1� ERI.,_ :, LJ.:'L.`DI .; FL `,~ 1'11{ ,; _r) S:Eil
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