HomeMy WebLinkAboutSUB201400007 Plan - Approved 2014-01-21GENERAL NOTES:
DEVELOPER: STONEHAUS DEVELOPMENT, LLC
2421 IVY ROAD
CHARLOTTESVILLE, VA 22903
434.974.7588
OWNER: TMP 61 -158A BELVEDERE
D.B. 3846, PG. 518 (RECORDED FEB. 2, 2010).
BELVEDERE STATION LAND TRUST
2421 IVY ROAD
CHARLOTTESVILLE, VA 22903
ENGINEER: COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
CONTACT: MR. SCOTT COLLINS, PE
434.293.3719
TAX PARCEL #: 06100- 00- 00 -158AO
TOTAL ACREAGE., 3.446 ac.
ZONING: NMD PER ZMA# 07 -04 w/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY APPROVED VARIATION REQUESTS DATED
2 -3 -2010)
PROPOSED USE: MIXED USE- COMMERCIAL AND RESIDENTIAL
19 TOWNHOUSES
8 APARTMENTS
25,000 SF (MAXIMUM) NON- RESIDENTIAL COMMERCIAL, OFFICE SPACE, COMMERCIAL BUILDINGS FOOTPRINTS, SIZES, AND HEIGHTS MAY CHANGE,
BUT THE TOTAL SF OF ALL THE COMMERCIAL, NON- RESIDENTIAL SPACE SHALL NOT EXCEED 25,000 SF.
NOTE: NON- RESIDENTIAL USES MUST COMPLY WITH USES PERMITTED IN THE CODE OF DEVELOPMENT.
DEVELOPMENT DENSITY:
27 DU / 3.446 AC. = 7.84 DUA
PHASING: THE PROJECT WILL BE PHASED AS INDICATED ON THE APPLICATION PLAN. THERE WILL BE A MINIMUM OF (3) PHASES. PHASE I WILL INCLUDE
THE TOWNHOUSE UNITS ALONG THE PRIVATE ROADWAY. PHASE II WILL INCLUDE THE TOWNHOUSE UNITS LOCATED ALONG BELVEDERE CIRCLE.
PHASE III WILL INCLUDE THE COMMERCIAL DEVELOPMENT, AND PARKING AREA FOR THE DEVELOPMENT.
PRE - APPLICATION MEETING DATE: JANUARY 3rd, 2011.
PROPOSED MAXIMUM ONSITE LOT ���(�IOUS COVER):
ROADS /ALLEYS & PARKING 41,956 sf (0.96ac))
SIDEWALKS=
TOWNHOMESBUILDIN = TOTAL 83,3
EXISTING BELVEDERE BOULEVARD & PATH DRAINING TO RETENTION BASIN= 75,355sf (1.73 ac)
FUTURE /APPROVED APARTMENT COMPLEX DRAINING TO RETENTION BASIN= 375,91 15f (8.638c)
PARKING REQUIRED:
TOWNHOUSE UNITS w/ PARKING IN DRIVEWAYS & GARAGES:
(2.25 SPACES / UNIT) x 19 UNITS= 43 SPACES
NOTE: 2 SPACES PROVIDED ON EACH LOT
NET REQUIRED TOWNHOUSE PARKING: 43 SPACES - (2 SP /LOT) x 19 LOTS = 5 SPACES
APARTMENTS (NO GARAGES)
(2 SPACES/ UNIT) x 8 UNITS = 16 SPACES
NON- RESIDENTIAL:
OFFICE N 12,500 SF (80 %) x 1 SP /200 SF = 50 SPACES
�Irr All N O - O =
TOTAL SPACES REQUIRED IN SHARED LOT = 5 + 16 + 50+ 70 = 141 SPACES
NOTE:ORIGINALLY APPROVED TOTAL REQUIRED SPACES =147. THIS NUMBER ACCOUNTED FOR THE ELIMINATION OF 6 ON- STREET PARKING SPACES ON
THE ADJACENT DEVELOPMENT THAT ARE NO LONGER BEING REMOVED. THEREFORE THE AMENDED REQUIRED NUMBER OF PARKING SPACES IS 141,
PARKING PROVIDED:
WITH THE APPROVAL OF THE SHARED PARKING AGREEMENT, THE APPROVED SET OF PLANS PREVIOUSLY PROVIDED 96 PARKING SPACES FOR THE
REQUIRED 147 SPACES. THIS AMENDMENT GAINED 6 PARKING SPACES BY NO LONGER CONNECTING THE ALLEY TO RUSKIN DRIVE. THE NET
TOTAL RESULTS IN A GAIN OF 6 PARKING SPACES IN THE SHARED PARKING ANALYSIS. THUS NO MODIFT,CA IONS ARE NECESSARY TO MEET
MINIMUM PARKING REQUIREMENTS. THEREFORE THIS PLAN PROVIDES 96 PARKING SPACES FOR A REQUIRED 141 PARKING SPACES AND THE
AMOUNT OF SHARED PARKING HAS DECREASED.
NOTE: A SEPARATE SHARED PARKING REQUEST WAS PREVIOUSLY SUBMITTED AND APPROVED THAT IS MORE RESTRICTIVE AND THE RESERVE AT
BELVEDERE FINAL BUILD -OUT PROVIDES 4 ADDITIONAL PARKING SPACES ALONG RUSKIN DRIVE DUE TO THE REMOVAL OF BUMP -OUTS. THESE 4 ADDITIONAL
PARKING SPACES & THE 6 SPACES GAINED ARE ADDITIONAL SPACES FOR PARKING FOR BOTH THE RESERVE AT BELVEDERE & THE BELVEDERE TOWN CENTER.
TOPOGRAPHY /SURVEY: BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS & SURVEY INFORMATION FROM THE REZONING OF THE PROPERTY.
BOUNDARY LINE ADJUSTMENT PREPARED BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 518. TOPOGRAPHY OBTAINED BY WW
ASSOCIATES FROM JULY 2009 AND FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2011.
BENCHMARK: EXISTING MANHOLE ALONG BELVEDERE BOULEVARD IS 4703 (SHOWN ON SHEETS 1 & 2).
DATUM: ELEVATIONS BASED ON NAD '83.
FLOODPLAIN INFORMATION:
THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D,
EFFECTIVE DATE FEBRUARY 4, 2005.
STREAM BUFFERS: THERE ARE NONE ON THIS SITE.
WATERSHED: UPPER RIVANNA RIVER WATERSHED
EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER ON 50 %+ OF THE SITE.
ACCESS: THIS DEVELOPMENT WILL ACCESS THE PUBLIC ROAD BELVEDERE BOULEVARD VIA PRIVATE ROADS AND PRIVATE ALLEYWAYS. CURB AND GUTTER
AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITH THIS DEVELOPMENT.
SETBACKS:
PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR TOWNHOMES WITHIN BLOCK 2 ARE AS FOLLOWS:
FRONT BUILD -TO FROM STREET: 8 -16'
SIDE SETBACK: 0'
REAR SETBACK: 10'
PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR COMMERCIAL, MULTIFAMILY OR CIVIC USE WITHIN BLOCK 2 ARE AS
FOLLOWS:
FRONT BUILD -TO FROM STREET: 5'
SIDE SETBACK: Y
REAR SETBACK: 10'
NOTE.- FOR STRUCTURES WITH FRONTAGE ON MORE THAN 1 R. 0. W., THE BUILD -TO LINES SHALL APPLY ONLY TO THE PRIMARY ELEVATION.
MASSING & FORM: BUILDING MASSING, FORM AND HEIGHT IS GOVERNED BY THE BELVEDERE CODE OF DEVELOPMENT & SHALL NOT EXCEED 50 VERTICAL
FEET.
THE MAXIMUM NUMBER OF EMPLOYEES WILL BE 70 EMPLOYEES.
RETAINING WALLS: RETAINING WALLS ARE SHOWN AND LABELED ON THE GRADING PLAN. ALL RETAINING WALLS HIGHER THAN 4' SHALL HAVE A GUARD OR
HANDRAIL. RETAINING WALLS SHALL BE CONSTRUCTED OF SEGMENTED BLOCK.
SITE AREAS:
RECREATIONAL AREA: 0.18± ac. (5.2 %)
*OPEN SPACE: 0.35+ ac. (10.2 %)
* OPEN SPACE INCLUDES THE AMPHITHEATER & PAVILION AREA, BUT CONSERVATIVELY DOES NOT INCLUDE THE PARKING LOT ISLANDS
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO
STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE
A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
NO CEMETERIES WERE FOUND ON THE PROPERTY DURING THE FIELD INVESTIGATION.
BELVEDERE CUMULATIVE OPEN SPACE
PLAN/ PLAT NAME DB /PG PLAN / PLAT DATE TOTAL AREA (AC) OPEN SPACE AREA (AC)
Belvedere Blvd Dedication 3545/234 12/15/2006 31.318 2.669
Belvedere Phase I (blocks 3, 4a, 5a, 6b & 9a) 11/20/2007 34.225 16.675
The Reserve at Belvedere final site plan 9/30/2010 16.144 6.69
Belvedere Town Center (SUBJECT PLAN) 5/16/20111 0.35
TOTAL AREA 85.133 26.384
% OPEN SPACE 31.0%
BELVEDERE 1 2B
MINOR ROAD PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
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BELVEDERE STATION LAND TRUST
2421 IVY ROAD
CHARLOTTESVILLE, VA 22903
PHONE: (434) 974 -7588
PROJECT ENGINEER
COLLINS ENGINEERING
200 GARRETT ST., SUITE K
CHARLOTTESVILLE, VIRGINIA, 22902
PHONE: (434) 293 -3719
MINOR SITE PLAN AMENDMENT PROPOSED CHANGES:
AMODIFICATIONS TO THE ALIGNMENT AND CONNECTION OF ALLEY C
QFIRE DEPARTMENT CONNECTION LOCATIONS SPECIFIED PER FIRE & RESCUE
QGRADING & DRAINAGE UPDATED PER SHIFT OF ALLEY C
AMODIFICATION TO THE PARKING CALCULATIONS & THE TOTAL NUMBER OF PARKING SPACES
PROVIDED. SIX (6) ADDITIONAL SPACES ARE PROVIDED WITH THIS PLAN.
RELOCATED LANDSCAPING AND PROVIDED SOME ADDITIONAL LANDSCAPING AROUND
AMENDED TURNAROUND. LANDSCAPING WAS NOT SUBTRACTED OR SUBSTITUTED.
UPDATED LIGHTING PLAN. THE LUMENS WERE UPDATED AND THE LIGHT FIXTURE CUT
SHEETS WERE NOT REVISED.
NOTE:THIS SITE PLAN AMENDMENT INCLUDES MODIFICATIONS TO THE STORM SEWER,
UTILITIES AND CURB & GUTTER PREVIOUSLY COORDINATED WITH FIRE & RESCUE.
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Sheet List Table
Sheet Number Sheet Title
T -1 y
COVER SHEET
S -1
SITE
S -2
UTILITY
S -3
GRADING AND DRAINAGE
S -4
TI-PICAL NOTES, DETAILS & CROSS SECTIONS
R -1 t
,< ° REVISED ALLEY C PROFILE
DP -1
DRAINAGE MAP
DP -2
STORM SEWER PROFILES & CALCULATIONS
LL -1
LANDSCAPING PLAN
LL -2
LIGHTING PLAN
10 TOTAL NUMBER OF SHEETS
APPROVALS
LEGEND
DEPARTMENT OF COMMUNITY .DEVELOPMENT
PLANNER/ZONING
EXISTING CULVERT
.......
EARTH DITCH
CUL VERT
DRIVEWAY CULVERT
0
DROP INLET & STRUCTURE NO.
BENCH MARK
CURB
C)
c
G
CLEARING LIMITS
CURB & GUTTER
PROPOSED PAVEMENT
VDOT STANDARD STOP SIGN
EC -3A D/ TCH —
— —200— ^
— EXISTING CONTOUR
6»
DEPTH OF EC -3A DITCH
200
PROPOSED CONTOUR
—
EC -2 DITCH
240.55
f --
PROPOSED SPOT ELEVATION
TBC DENOTES TOP /BACK OF CURB
g"
DEPTH OF EC -2 DITCH
T/B DENOTES TOP OF BOX
APPROVALS
DATE
DEPARTMENT OF COMMUNITY .DEVELOPMENT
PLANNER/ZONING
ENGINEER
L9
INSPECTIONS
ARB _
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVED
Ily the, Alhornarle County
Department
4 %
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR
DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
T 0
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SCOTT R. COLLINS
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B L VEDERI.-, S TA TION
LAY D TRUST; ROBERT M
ZONED. NNID
US VACANT RESIDENTIAL
C
BELVEDERE PLACE
Tan ent Data - L PROPS
Length: 0.631 Course: N 180 22'23.5073" E LINE
Circular Curve Data - C 1
Delta: 460 47' 12.4677" Type: LEFT
Radius: 105.000
_Length: 85.741 Tangent: 45.423
Mid Ord, 8.631 External :9.404
Chord: 83.379 Course: N 050 01' 12.7262" W
Circular Curve Data - C2
\ Delta: 29° 09'49.4377" Type: RIGHT
- Radius: 110.000 i
Length: 55.990 Tangent: 28.616
Mid -Ord: 3.543 External: 3.661
Chord: 55.388 Course: N 130 49'54.2413" W
Tangent Data - L2
Length: 180.571 Course: N 000 45'00.4781" E
Circular Curve Data - C3
Delta: 010 17'49.7565" Type: RIGHT
Radius: 1000.000
Length: 22.640 Tangent: 11.320
'Mid -Ord: 0.064 External: 0.064
Chord: 22.639 Course: N 010 23'55.3563" E
(Tangent Data - L3
Length: 154.427 Course: N 020 02'50.2346" E
BELVEDERE WAY
Tangent Data - L4
Length: 150.000 Course: S 890 14159.522111 E
Tangent Data- L5
1
Length:
54.895 Course: S 640 35' 53.0305" W
Circular Curve Data -C4
1.
Parameter
Value Parameter
Value
Delta:
430 45'39.4114"
Type: RIGHT
Radius:
49.000
4.
Length:
37.425
Tangent: 19.679
Mid -Ord:
3.530
External: 3.804
Chord:
36.522
Course:S 86° 28'42.7362" W
Tangent Data -L6
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ALLEY D
Tangent Data - L7
Length: 250.000
Course: S 000 45'00.4781" W
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GRAPHIC SCALE
18 30 60
( IN FEET )
1 inch = 30 ft.
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NOTES:
1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR
BELVEDERE TOWN CENTER ROADS TO ANY ROAD EXISTING OR UNDER
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE
ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS
AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB &
GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AN
ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR
PAVEMENT BEING PLACED.
2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE
SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE
CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS.
3. DECKS FOR LOTS 1 -10 SHALL NOT ENCROACH INTO EASEMENTS
FOR UTILITIES.
NOTE: LOCATION OF ENTRANCE AND SITE DISTANCE WAS APPROVED WITH BELVEDERE BLVD
PHASE I CONSTRUCTION PLANS PREPARED BY WW ASSOCIATES, DATED JUNE 14, 2006 AND
APPROVED APRIL 19, 2007. THE SITE DISTANCE AS SHOWN ON THIS PLAN IS CONSISTENT
WITH THE PREVIOUSLY APPROVED SITE DISTANCE FOR THIS EXISTING ENTRANCE.
TMP 61 --i59A
BROWN, PHIL LIP EDWARD SR.
OR BARBARA J
ZONED: R -4
USE. VACANT RESIDENTIAL.
PROPERTY
LINE (TYP.)
i
NOTES:
1.
ALL FACE OF CURB RADII ARE 5' UNLESS OTHERWISE NOTED.
(TYP.)
2.
REPRESENTS 6 PARKING SPACES
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3.
TOWNHOMES PROVIDE 2 PARKING SPACES
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MAXIMUM HEIGHT OF COMMERCIAL BUILDINGS IN THIS BLOCK IS
CSI
5.
ALL PLANTING STRIPS SHALL BE A MINIMUM OF 6' WIDE AND
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6.
THE SIGHT DISTANCE EASEMENT SHALL BE SUBJECT TO VDOT
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7.
ALL PRIVATE ROAD ENTRIES TO BELVEDERE BOULEVARD AND
2:
RUSKIN DRIVE SHALL BE VDOT STANDARD CG--i3. ENTRANCES.
8.
DRIVEWAYS FOR LOTS 1 -3.o SHALL HAVE A VDOT STD. ENTRANCE
GUTTER OR APRON.
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9.
CONTRACTOR SHALL INSTALL A VDOT STANDARD
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TURNAROUND AT THE END OF ALLEY C MEETING CURRENT
VDOT STANDARDS.
NOTES:
1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR
BELVEDERE TOWN CENTER ROADS TO ANY ROAD EXISTING OR UNDER
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE
ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS
AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB &
GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AN
ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR
PAVEMENT BEING PLACED.
2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE
SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE
CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS.
3. DECKS FOR LOTS 1 -10 SHALL NOT ENCROACH INTO EASEMENTS
FOR UTILITIES.
NOTE: LOCATION OF ENTRANCE AND SITE DISTANCE WAS APPROVED WITH BELVEDERE BLVD
PHASE I CONSTRUCTION PLANS PREPARED BY WW ASSOCIATES, DATED JUNE 14, 2006 AND
APPROVED APRIL 19, 2007. THE SITE DISTANCE AS SHOWN ON THIS PLAN IS CONSISTENT
WITH THE PREVIOUSLY APPROVED SITE DISTANCE FOR THIS EXISTING ENTRANCE.
TMP 61 --i59A
BROWN, PHIL LIP EDWARD SR.
OR BARBARA J
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((, 1'li
/
EXIST. GROUND
R/W
CG -6CURB 4" CONCRETE
& GUTT R SIDEWALK
4' VDOT 21A
4" VDOT 21A STONE BASE
STONE BASE
9' S
(PARKING SPACE) 0.5'
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
y7`
EXIST. GROUND
EXIST. GROUND
IPOINT OF
R/W CIL FINISHED GRADE R/W
" SM -9.5
SURFACE
COURSE
1/4 "•1'
a.a
GENERAL NOTES:
t (f�C GCT A" nPM[Yg�1G TRXL tE MDYW@ OY M WAM OCAES..
b Miy 9�oN C„ yy YL/M al It O+ D '
MMfG YruF MTX M kA, Clad
PEP E oiC"
A 7 Ci� looR.NtrrL Ftfi CI rRNY rtoi/i�'�K�
r' npaatt i ,pNr, "r.0'E "r 'r i°"c' `� 'auo gclwr rnwc T 1pE B
Af. n n4+y.ss D pAiZH.4 G
+$ 511D1N ax ffi A9 17 fi 1 NF A%a r ,t
Hang Ar fY r DNa weAaaaD.L IM[D 3a
ANO WED aT rRN9, •s y
°aac xm"rro iw' r °n n nc �o�MMip4�", 'M r xW qxd ti��r'eO1ai�p ra '
,na a ,We DAIX of nc coat arc,F
FEFDEAO�A�. A+AR°f#o'syrt Aa YAK , s,N[ as rx Cr uWa
a rAi+cx IIMLrnC��r tS K rr,i A.WICNNDT PARALLEL & PERPE"CLB.AR
4` ME.IaY.M MLi0116Dd1;tN4C 41� KN�AWM
3P • LI' TWAeCAttO D]ttE
S O
Q O 00 a 0 a a 0 a
D a a Q a a a a a a a a a
9 D 4 D O D D 0 4 v 9 D q
"� aooaoao r
a O 93' oo
oa OA OO GOODDO
TRIV1% DOME OETECTNE
�WARNtNG
CG -12 DETECTABLE WARNNG SWFAGE� W
v.r GENERAL NOTES J,g;
Dox
CURB AND GUTTER
-'\EXIST. GROUND SLOPE VARIES .o. I I I =III -I (I-
I F
� -I � I -I � I I 1 I I � i I� I I t � I •
1 BIT. PAVE. SURF. CRSE.
EXIST. GROUND 3' ,' 7' 3' 2 AGGREGATE SUBBASE CRSE.
EXIST. GROUND
20'
8" COMPACTED
PRIVATE ALLEY D SECTION AGGREGATE BASE
(20' PRIVATE ACCESS ES -MT.) COURSE, VDOT #21A
RNSIGN SPNaFD.- 20 "H
TRIP GENERATION
BASED ON ITE TRIP GENERATION MANUAL, 77H EDITION
TOWNHOUSES (ITE LUC 230)
L
1
PARKING SPACES
! 1c ! A-'I -SnVET MpWAa, swc xuReAar+c
Ta As UNUC ROADW SU 0!
!( ICI
GENERAL NOTES
181E
a 0t -. a
-
.^- y -
L WIN �5 {QED faR s r T THE
W4T LE51D N kRM
1
pCp�
`0,!{EC
CRAMS TD DE n
SHOWN aW KAM
LICY AND TIE IeIE _
M[N M T `
CC
I r
'L �,
4
a.* aMaa AcDnt+oDA7E THE
a.
TTL�a/�afWa, .ec aEES O s K w a`�YaA
O&
$qEp
la. I
�
.110 .a eE
%9T1.f 1WE wars. of
t,CNEASED Ea r.
45EE fA±'�'KE 1!
DPrgNN.
PM PEAK: 19 UNITS x 0.52 VPH/UNIT = 10 VPH
r�
FELV ERE BLVD
*I" oSED "pCOKkAlm" 1* S %kA,Ra (%i ^3
CAM TO
E,
' �
DONF76U@AT1gLT0 NATCN THE WDIMMIE
-w V
WAINLK ROADWAY
1•
,ACC -j&a M PAP DESIGN To DE
'ST
NOTE- WDTN Y-O` OR AS
SIOD" 0" TrPMAL SEOFION. AJ
rTi'I
0
a. OO 040A. fLQWLWE WY pEaUEE WARPNG of A
P. of SEP TD
"'�, PA£twce i?VYDkWa of aAmc.
PLAN VIEW
5
6.68
ENTRANCE NOTES
aAMFk.ItE RADWAY SL
0. y� �,� �
POSEFNE tJBAWADE AF1. ACROSS
D'PARADOIX a fm
TFE EFIFFN
TION F. FLOW LINE
a s m",
P
SLOPE M44CA -• D
.K��OYCE
1. MM.04 PAVEWEN }T AffiULL BE CON6'SRAUaCTEfl i9Dp1Ta£
LLW.K PA «Npi`C%N dE
WICK ROAOaIAY
a% VAX
-`.�
ALLEY C
59
SLOPE CNUroE
D
0, � t01�NA�1t y T Wm LIE
5
4.58
SM -9.5
1 1/2
1.67
BM -25
3
9. TT�IAE�,�aE9A.VdtE AM YA7GNRM BAN�iLPaNCETl1EtAN:E DiWDE3
APSE
YNM. COAkMfN F�WFCE
CAtf(EC40N5. YA'"i.oaT"4 ARC NOT Ta S fl£Er
M CONSIWOT OPAL OOOO CS WItN A PMABOLIC W".
12.56
SECTION A - A
ALLOWABLE ENTRANCE GRADE CHANGES
0
53
5
5
Cat
SM -9.5
2
1.67
BM -25
0
2.15
2 1 A
8
0.6
CUES A}
'.i.
_ Fa --
.s. ' ' �
S M O V
COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
NOTE, KtoAPPI.N:M'tE
A,•DLLL� NO:T
�- ,y
ioTSTMETCFON'+6
�E'rE
'�•
4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL
SECTION C-C
Dox
CURB AND GUTTER
-'\EXIST. GROUND SLOPE VARIES .o. I I I =III -I (I-
I F
� -I � I -I � I I 1 I I � i I� I I t � I •
1 BIT. PAVE. SURF. CRSE.
EXIST. GROUND 3' ,' 7' 3' 2 AGGREGATE SUBBASE CRSE.
EXIST. GROUND
20'
8" COMPACTED
PRIVATE ALLEY D SECTION AGGREGATE BASE
(20' PRIVATE ACCESS ES -MT.) COURSE, VDOT #21A
RNSIGN SPNaFD.- 20 "H
TRIP GENERATION
BASED ON ITE TRIP GENERATION MANUAL, 77H EDITION
TOWNHOUSES (ITE LUC 230)
PAVEMENT
LOCATION
EMSRNEC vcc,AS
'�•
aES�AaE twuw
PARKING SPACES
NW>fF
AIDfS IWN asoo vPO
oz
ax
WEplat
xo- YPO
rs z
a x
Lox
LESS TILW EOD VPO
sax
ax
PAVEMENT
LOCATION
OO
M -9.5A
OO
2i -A
PARKING SPACES
2"
8"
,,fir^ - ' ' _ �'�,■
r�.
T.
AM PEAK. • 8 UNITS x 0.55 VPH /UNI T = 4 VPH
(1 ENTER/ 3 EXIT)
�.� (/ PM PEAK: 8 UNITS x 0.67 VPH/UNIT = 5 VPH
-y E WAY /'� / / / / / / / i /! (3 ENTER/ 2 EXIT)
O ADT NON- RESIDENTIAL/ OFFICE (ITE LUC 710)
ADT- 12,500 SF x 11.01 ADT/ 1000 SF = 138 ADT
(69 ENTERI 69 EXIT)
_� - / / J l l f/ / C AM PEAK: 12,500 Sr x 1.55 VPH/ 1000 SF = 19 VPH
17- / / l / 1 ) (17 EN TER/ 2 EXIT)
r / I I PM PEAK: 12,500 SF x 1.49 VPH 11000 SF = 19 VPH
f / i j / / / / /1 /I /J / (3 ENTER/ 16 EXIT)
NON- RESIDENTIAL/ SPECIALTY RETAIL (ITE LUC 814)
ADT- 12,500 SF x 44.32 ADT/ 1000 SF = 554 ADT
(277 ENTER/ 277 EXIT)
AM PEAK: 12,500 SF x 6.84 VPH/ 1000 SF = 86 VPH
(41 EN TER/ 45 EXIT)
PM PEAK. 12,500 SF x 5.02 VPH 11000 SF = 63 VPH
(35 EN TER/ 28 EXIT)
(VARIABLE WIDTH)
9' H
tia (5 MIN.)
4" CONC.
e
A :.` 4 ..
4" 21 -A STONE BASE
CONCRETE SIDEWALK
NO SCALE
NOTE: CONCRETE SHALL BE
3000 psi AT 28 DAYS OR
j �// I/ l �! f STRONGER.
GRADED & THOROUGHLY
COMPACTED SUBGRADE
TYPICAL PARKING LOT S.MYTION
SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR
VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL
BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED
SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE.
Table 4: Pavement Design (VDOT Pavement Design Guide)
Pavement Design
RF= 1.0
Location
ADT
ADT.- 19 UNITS x 5.86 ADT /UNIT = 111 ADT
-
CBR
SSV
(55.5
Surface h a
Base b a
Sub -base h a
AM PEA K.- 9 UNI TSRx A 44 VPH /UNI T = 9 VPH
BELVEDERE PLACE
429
0
(2 EN TER/ 7 EXIT)
- --
=:_ • _ _- - -
11.48
PM PEAK: 19 UNITS x 0.52 VPH/UNIT = 10 VPH
r�
FELV ERE BLVD
BM -25
(6 ENTER/ 4 EXIT)
2.15
21A
6
APARTMENTS (ITE LUC 220)
12.56
BELVEDERE WAY
108
0
ADT 8 UNITS x 6.72 ADT/UNIT = 54 ADT
5
5
6.68
SM -9.5
1 1/2
(27 ENTER/ 27 EXI T)
,,fir^ - ' ' _ �'�,■
r�.
T.
AM PEAK. • 8 UNITS x 0.55 VPH /UNI T = 4 VPH
(1 ENTER/ 3 EXIT)
�.� (/ PM PEAK: 8 UNITS x 0.67 VPH/UNIT = 5 VPH
-y E WAY /'� / / / / / / / i /! (3 ENTER/ 2 EXIT)
O ADT NON- RESIDENTIAL/ OFFICE (ITE LUC 710)
ADT- 12,500 SF x 11.01 ADT/ 1000 SF = 138 ADT
(69 ENTERI 69 EXIT)
_� - / / J l l f/ / C AM PEAK: 12,500 Sr x 1.55 VPH/ 1000 SF = 19 VPH
17- / / l / 1 ) (17 EN TER/ 2 EXIT)
r / I I PM PEAK: 12,500 SF x 1.49 VPH 11000 SF = 19 VPH
f / i j / / / / /1 /I /J / (3 ENTER/ 16 EXIT)
NON- RESIDENTIAL/ SPECIALTY RETAIL (ITE LUC 814)
ADT- 12,500 SF x 44.32 ADT/ 1000 SF = 554 ADT
(277 ENTER/ 277 EXIT)
AM PEAK: 12,500 SF x 6.84 VPH/ 1000 SF = 86 VPH
(41 EN TER/ 45 EXIT)
PM PEAK. 12,500 SF x 5.02 VPH 11000 SF = 63 VPH
(35 EN TER/ 28 EXIT)
(VARIABLE WIDTH)
9' H
tia (5 MIN.)
4" CONC.
e
A :.` 4 ..
4" 21 -A STONE BASE
CONCRETE SIDEWALK
NO SCALE
NOTE: CONCRETE SHALL BE
3000 psi AT 28 DAYS OR
j �// I/ l �! f STRONGER.
GRADED & THOROUGHLY
COMPACTED SUBGRADE
TYPICAL PARKING LOT S.MYTION
SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR
VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL
BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED
SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE.
Table 4: Pavement Design (VDOT Pavement Design Guide)
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
BELVEDERE PLACE
429
0
429
5
5
11.48
SM -9.5
1 1/2
1.67
BM -25
3
2.15
21A
6
0.6
12.56
BELVEDERE WAY
108
0
108
5
5
6.68
SM -9.5
1 1/2
1.67
BM -25
3
2.15
21A
6
0.6
12.56
ALLEY C
59
0
59
5
5
4.58
SM -9.5
1 1/2
1.67
BM -25
3
2.15
21A
6
0.6
12.56
ALLEY D
53
0
53
5
5
4.20
SM -9.5
2
1.67
BM -25
0
2.15
2 1 A
8
0.6
8.14
1 1/2" SM -9.5
SURFACE COURSE
3" BM -25
BASE COURSE
SUB 1 BASE
COURSE
COMPACTED
SUBGRADE
A SPHAL T PAVING BELVEDERE PLACE
BEL VEDERE WAY
ALLEY C
TOP
OF
CURB
CONCRETE
TO BE A3
IF CAST IN
PLACE,
4,000 PSI 78
IF
PRECA
NO SCALE
■
ooaoo� oaoo o oo( �� n O..oO
4" Min Qq�-oO�( aCgo O
0 \� � o `tea 0 VDOT #57,
#68 OR #78
STONE BASE
7' 6" UNDER CURB.
STANDARD CG -2
NO SCALE
4"
MIN
TOP
OF 4 "-� 2" R
CURB
6"
„ Al __r
7"
ALBEMARLE COUNTY ,� 0
.FINAL PLAN GENERAL NOTES
GENERAL CONSTRUCTION NOTES SCOTT R. COLLINS�
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING No. 35791
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
0
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE �sSIOXAL � G
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATION
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 REASONABLY
OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MA Y BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY Ml ORDER TO
STABILIZE A DRAINAGE CHANNEL.
Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
i
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
o
PIPE -CLASS 111.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS
a
LU
0
�_
1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARD
H
N
AND SPECIFICATIONS
2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR
WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED
TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
>
J. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END
UJ
TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUC770N. ADDITIONAL GUARDRAIL MAY BE
REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE
COUNTY ENGINEER (FOR PRIVATE ROADS), 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 WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B OR C).
5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL N07ES
PAGE 2 OF 4
6. COMPLIANCE NTH THE MINIMUM PAVEMENT ND7H, SHOULDER N07H AND DITCH SECRONS, AS SHOWN
ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO.
7. ROAD PLAN APPROVAL FOR SUBDI VISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD
7HE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N, THEN APPROVAL OF
THESE PLANS SHALL BE NULL AND VOID.
8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
ORDINANCE AND MANUAL.
9. 7RAFFIC 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.
10. 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
tY7
rF
O
N
N
11. VDOT STANDARD CO -1 OR CD -2 CROSS - DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL 0)
AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES r'
12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED I`
INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN M W
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. cyi
ROAD NOTES
GRADING C -- W V)
1. THE LA TEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE � Uj
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL O
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. ® Q H
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 U
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. N U
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE N Uj
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES (%�
AT ROAD INTERSECTIONS SHALL BE REMOVED. Q
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER 'j (%)
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ® ( f'�
DRAINAGE J
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH - 1 0 ce
A MINIMUM COVER OF ONE (1) FOOT > � U
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. ' (� 66
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 O Z
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS H H
OTHERWISE NOTED ON PLANS J Z Q
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. = W W
U Uj Q
PA YEMEN T e
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT � (f )
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE Uj W
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED U
METHOD OF CORRECTION. W
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND I- Z 0
COMPACTION BEFORE BASE IS PLACED. Z
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MA TERIAL
MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR Ill PRIOR TO PLACING AGGREGATE BASE J
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 („Lj �--- U
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY. �� � W
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 W
BEFORE SURFACE TREATMENT IS APPLIED. =i U)
Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT �-
(PRIME COAT RC -250 @ 0.3 GAL. /SQ. YD.). }- W
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA 61,1
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO W
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 0
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN 0
THE STREETS RIGHT OF WAY. 0
0
2" SM -9.5 ASPHALTS N !-
STANDARD CG-6 STONE BASE UNDER CURB
CURB & GU T TER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND /OR
BACKFILLING.
8" COMPAC-I
COMPACTED
SUBGRADE
PARKING LOT PAVING
NO SCALE
Q)
INTERSECTION OF ALLEY C TA 10 +11.34
0
& BELVEDERE PLACE (STA 10+82.75) —
5 0 5 10 FEET 465 465 z J Q L
OH
VERTICAL SCALE: 1 " =5' 0 N L.L LL-
n L0 In L
;cs�- 00 � L6 c) r: 0) 6 � O � Q) / /1 Q 00 � � � � \/ I
50 O 50 100 FEET W
`.J U
HORIZONTAL SCALE: 1 " =50' 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
O L
ALLEY C REVISED PROFILE A
0'_ J
�c a-0 Q
= w o
0
U Lu
L
N
O
C
LLJ
W u G� 0
H 0
ul
C
Z_
W
V , �
Z F + ®
W
Z
W U
Z
W
� W W Z
L(.7L J
J
O
r / W 0
® O
ui
>
N
W / O
Q
ct J O
W u
co
U
x
N
N
L
O �
0
L
C °
ui
W E
0 z
U
CL (n Op
JOB NO.
112049 0
0
SCALE °
V: 1' =5`
H: 1" = 50'
°
SHEET NO. Q
°
R -1
v
T OF
SCOTT R. COLLINSZ
U NO. 35791
i (IbII4 w�
IONAL E�Ol
J
m
(n
Z
O
J
Q
F z
z
H
N c
Z
® Z
W G
Z
N >
> z
z
u
O
ui 0
0
_cZ
yy
M
+4
NOTES: VI STA:10 +77.9 PV1 STA:12 +27.9
1. ALL FILL TO BE PLACED AT 95% COMPACTION. PVI ELEVA74. 4 PVI ELEVA80. 2
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L K:14.03 K :12.48
AND SANITARY SEWER. \ L
3, MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM 485 0 �- MINIMUM SSD =10 ' r. o rn N MINIMUM SSD =10 ' 485
71 SD PROVIDED =1 4' 00 rl "; N SD PROVIDED =2 5' d: 7
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SWM NARRATIVE
THIS DEVELOPMENT DRAINS i00% OF ITS RUNOFF TO THE TYPE III RETENTION
BASIN APPROVED UNDER "THE RESERVEA TBEL VEDEREAPARTMENT COMPLEX"
PLANS (SDP-2009-00097). THIS BASIN PROVIDES BOTH STORMWATER DETENTION
AND WATER QUALITY FOR THIS DEVELOPMENT.
THE APPROVED BASIN INITIALLY ALLOCATED 75,000 sf FOR BELVEDERE TOWN
CENTER, HOWEVER THIS DEVELOPMENT PROPOSES 82,700 sf.
THE REQUIRED REMOVAL RATE FOR THIS DEVELOPMENT, BELVEDERE BOULEVARD
AND THE APARTMENT COMPLEX IS 6o%. THE ADDITIONAL 7,700 sf (8:Z,700-75,000)
DOES NOT INCREASE THE PERCENT REMOVAL REQUIRED. THE APPROVED TYPE III
RETENTION BASIN CAPTURING THIS SITE's DRAINAGE PROVIDES A REMOVAL
EFFICIENCY OF 65%, THUS MEETING MINIMUM WATER QUALITY REQUIREMENTS.
SEE THE CALCULATIONS SUBMITTED WITH THIS PLAN FOR ADDITIONAL DETAILS.
THE STORMWATER DETENTION FOR THIS DEVELOPMENT IS ALSO MET THROUGH
THE APPROVED RETENTION BASIN. DUE TO THE BASIN's LOCATION AND
RESTRICTED AREA/VOLUME,, AN ADDITIONAL 03" LOW-FLOW ORIFICE WAS
PROVIDED ON THE MULTI-STAGE RISER WITH THE APPROVED PLANS THAT MEETS
THE VSMH's 30-HOUR DRAWDOWN REQUIREMENTS FOR MORE FREQUENT,
SMALLER STORMS. BECAUSE OF THIS OVER-DESIGN THE 7,700 sf INCREASE IN
IMPERVIOUS AREA IS NOT AN ISSUE AND THIS SITE IS STILL IN COMPLIANCE WITH
MINIMUM MS-:Lg REQUIREMENTS. SEETHE ATTACHED 24-HOUR SCS METHOD
CALCULATIONS AND THE ROUTING CALCULATIONS FOR EVIDENCE OF THIS.
T OP
SCOTT R. COLLINS-Z'
No. 35791
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STRUCTURE 124 "-ST-RUCTURE110
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I .- I CAROPr, 1 . ALL TREESJO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES
SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZE LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
A
- . � S/
I I AmcV'Sunar Minle 12 112" t I 1 214 1 3 642 . NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDS PE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF
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REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
REFER TO ROOTBALL PIT
DETAIL
NOTES:
1. SET TREE PLUMB PRiOR TO STAKING.
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
-_`� TREE PLANTING
19 / SECTION
NOTES;
i. SET TREE PLUMB PRIOR TO STAKING,
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRU
(AS SPECIFIED 0
DRAWING'
N.T.S.
RENCH EDGE AROUND
MTIRE AREA TO BE
ULCHED
- GUYING DETAIL CONSISTS
� GUYS.SET 120' AROUND
4T PIT ON "UPHILL" SIDE
=R TO TREE
RING DETAIL
IPACT EXCAVATED SOIL
FORM ROOTBALL PIT
DOWNHILU SIDE OF TREE
H
CHED
ER TO ROOTBALL PIT
AIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
,'-2� TREE PLANTING ON SLOPE . -
7 -
SECTION � N.T.S.
BACKFILL TO TERMINATE
AT TOP OUTSIDE LIMITS OF
ROOTBALL
STAKING DETAIL
ADD MULCH OVERTOP OF I
ROOTBALL AND PLANTING PIT
LIMITS, BEGINNING AT NO MOHL
THAN I'DEPTHAT TRUNK AND
N
3" A PLANTING PIT LIMITS,
TAPER TO PROPOSED
INISHED GRADE . 1, , VA 1� IS
--------f' .", * .'.
.
.
.
!!�`..I`
OUT AWAY ALL WIRE BASKETS
I �/,I ,\1 _-,Y�-�,,,\,N'
, , ,��BACKFILL WITH CULTIVATED,
//' ORIGIN L SOIL FROM'PLANT
AND/OR NON-BIODEGRADABLE
I
, , \0�111' EXCAVATION IF LOOSE. IF
ROOTBALL WR PIPING AFTER
EXCAVATED MATERI L IS NOT
LACEMENT.
OO__, - ITH
BURLAP FOOTBALL WRAPPING
ACCEPTABLE TOPSOIL
TO BE UNTIED FROM TRUNK
MATERIAL. AMEND BACKFILL
0 A POINT
PER SPECIFICATIONS. COMPACT
AT LEAST 1/2 DISTANCE DOWN
. BACKFILL IN LIFTS BY FOOT.
ROOTBALL.
I WATER THROUGHLY AT 1/2
0
DEPTH.
SCARIFY BASE OF PLANT PIT
,�T
cy)
WHEN EXCAVATING PIT� BREAK
RETURN AND COMPACT LOOSE
THROUGH AND LOOSEN ALL
EXCAVATED MATERIAL TO
HARDPAN (REMOVE AS
PLANT PIT TO ESTABLISHED
NECESSARY TO FACILITATE
PROPER DEPTH PRIOR TO
DRAINAGE)
PLANT PLACEMENT
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_2
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f ( I I I \ - / " . ...... N,.\, �: , - . \ . . 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT
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�
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, .
/ " - I . " / \ . I - '..�,_/ ;=�.� ./ ... . . , . 7 � . � ��: .'-,, - _ . � \1 16 - "', ` , W DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY.
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I Ill -1- � y \ I �: -�-_ " , ,,, � ',-,,. .� * �;. ,---' � PAP ��. 1 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE
,
, -
I �--::--: I - ... . . .1 � �_A' , �_ -, 1-1 OR INCURRED DURING, PLANTING PROCESS.
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I 1, . ,_ , , , ,, ( 4 OOTBALL PIT W-1
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i I _ � , / 1 / / "I I I L 4w_.__%1_-1�_1__ __� \ I . � 'Z . . . I ... _� ,�, . " \ \ .'.'. 1-11 I - ,,__ , / TION AS NOT TO DAMAGE ANY TREES SCHEDULED �,
. 1-1 ( I / /I/ (. _ � _� 1'2�� . .,.,� I : .. * , CONTRACTOR TO USE EXTREME CARE AND CAU
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I '"' / j I . , _ �i7� - 1� - #;�n- - �.': .. .. . ;� , . , TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONS
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. . I __ ._____ ___ �?--; ,� . . . . � 1. 1.-�.. ._Tk.;� � . . I .. ., . .\ . � ,.,� TION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING EES. -
1: ... ., �. - � . . . . . . . . ... . 1'� .*. . - . ". .1 . � ,./ NO CONSTRUC TR
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I i I I I - I i � .. \P - \` . . �.,,. � 2 PROTEC11ON EFFORTS. ALL TREE PROTECTION MEASURES SHALL B )V5D BY LA AND/ - --.-�"--
I I . I ! I . - 1�' OR TREE ARBORIST BEFORE ANY CONSTRUC71ON AC11VITIES SHALL TAKE PLACE ON .
� - - I / '�, 1 1 1 1 1 1 , I I :. ��.': I I I ...... � I .. ..... . \ - . . . . . . I �I ��-' + .. I.. .' / -Z , . . .,. ,_A�_,:� . . - - �._ '-�'.,',-',*.I,'.�-��kI,�.�'.',,',, ,_� .,�. 1-1 1-1 �ICONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE : �4.
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.1.1 .. I I . . ... \ .. .�,< .. 1�_ 1, - - ARELORIST IF ANY OCCUR.
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