HomeMy WebLinkAboutSDP201800083 Plan - Approved Minor Amendment 2019-05-22'OWNER,
INICOODRTAR ASSSOCI TES
Ply BOX 5
HARLOTTESVILLE,'` A 22905
ENGINEER
COLLINS LNGINEEWKNIG,
200 GAP�PETT DTP ET, ��aTT'� �
CHAR OTTESVILLE, 'VA 22902
4342913719
SURVEYOR:
LLNC L4 SURVEYING
32 BE RKMAP CIRCLE
E
C l AR O i E VILLE, VA 22901
34,974,,1417
SUP31EYOR,
SOUNDAWY OF THE SITE'WAS PROVIDED BY LINCOLN SURVEYING MARCH,
2018. TOPO RAPHY PROVIDED IIBY TLIL= ENGINEERING GROUPE FROM AERIAL
FLOWN T PO IN JJjrkIN'11JAF��, 2007. TOPOGRAPHY SURVEY UPDATED IN AUGUST 201 ,
AND FIELD 'VERIFIED III SEPTEMBE , 2018.
TAY MAP PARCEL-.
TMP 032GO 0l1-LiCJ L)1R-2 (D.B. 4955/PG� 171) 4 91 ,,C, (POR N OF)
TI P 032GO=0 -D 10900 (D.B. 4955/PG. 171) - 0.05 AC.
TRIP 08-OC 11000 (Do& 49551PG , 171) 004 AC.
MP 032E 08-00L1100 (D.B, 40 5/PGa 179 ) Otyl5 AC.
TOTAL ACREAGE:
5.05 ACRES
ZONING
P'RD (r lA 1 11 0 01.. , ZMA 1995-00005, Z A 200 00 14, ADD
Z A 200 flIJ PROFFERS ASSOCIATED WITH THE DEVELOPMENT,
AIRPORT IMPACT AREA AND STEEP SLOPES OVEMV`'t'
U,SE,
SINGLE FAM1LYATTACHED UNITS
TOTAL PHASE 8 DEWELO P J NT UNITS 135 TN UNITS
EXISTING PHASE 8 TOWNHOUSE UNITS = 70 TFl UNITS
PROPOSED PHASE 8 TOWNHOUSE UNITS' � 65 TH UPIF IS
NOTE: 8 AFFORDANBLE DWELLING UNITS (ADU) AREBEING PROPOSED WITH
THIS PHASE Or DEVELOPMENT. THE ADU UNITS, AS SHOWN ON SHEET
INCLUDE THE FOLLOWING LOTS (LOTS 112 2 THROUGH 119). TrTIESF
AFFORDABLE UNr TH THE
() ADUUNI 3 ARE DESIGNATED A - ' T
SYMONTHE SITE PLAN.
DENSITY.,
6S �.>QNITS/ a 10S All 1 �1�187 DUA (OVERA =L DEJTY IS COMPLIANT WITH `�h E
APPROVED REZONING :APPLIC'AT1ON)
SETR-AC ,
FRONT 2 l FI T MINIMUM
SIDE 6 FEED' MINIMUM
REAP :S FEETMINIMUM
NOTE12'MINIMUM BETWEEN BUILDINGS
LOT sizE,
NO MINlMUM LOT SIZE REQUIREMENT
BUILDING' HEIGHT: 3 S FEEFT MAXIMUM
UM
STREETS:
CURB AND GUTTER, PUBLIC STREETS
EXISTING CONDITIONS; VACANT LOTAND CLEARED OPEN LAND ALONG EXISTING ELM 'TREE ,COURT
11LL ES,
S_rTEE WILL BE SER7VED BY PUBLIC WATER AND SFW!J
PITA IN
PHASE 8 - 6S LOTS SHALL BE CONSTRUCTED 1N (1) PHAS'E�
FL O PLAIN,
NO FLOODPLA,I I L1,Q'TWITHIN THE LIMITS OF THE SUBDIVISION Pl AT, PER
FEMA MAP # 1003001450 PANEL 145D (DATED FEBRUARY 4, 20 5)
STREAM BJFrLPSo
NO STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE SUBDIVISION PILAT,
DATUM-.
NAD8
CRITICAL SLOPES,
ENISTING MANAGED STEEP SLOPES ARE SHOWN AND LABELED ON SHEE-T 2,
PARK17NG,
EACH SINGLE FAMILY LOT W)LL HAVE TWO OFF-STREET PARKING SPACE'S.
P-MI KING WILL .AL -SO BE PROVIDED ALONG ELM TRJ COURT WITH THE
PROPOSED Pi 0-11CUL. ��,R hARKJNG SPAJCSo
L HI+1Gi
NO STREET LIGHTING IS PROPOSED WITH HIS PLAN.
LANDSCAPING:
L ' ND!33CAPING PROVIDED WITH THE APPROVED BRTARWOOD FINAL SITE PLAN &
COMPLIES WITH SI CTION 32.7.9 OF THE ZONING ORDINANCE, WHICH INCLUDES
STREW TFREESALONG TFIE ROADMIAYS.
R0AINING WALLS:
NO RETAINING WALLS ARE PROPOSED ON THIS POWIF ON OF THE S1TI,
_����_
I RR PROPOSED, A�� ���� z WALL ����L�� L������ P �JI�_
WITH
TIME FINAL SITE PLAN OR UNDER SEPARATE APPLICATION.
WATERSHED;
NORTH FORD RIVANNA (ABOVE WATER INTAKE)
STREET TREES:
S-rREUT TREES IdHALL BE PRCYVIDED ALONG ALL P ILX ,IAA IN ACCURDANCE
004 COUNTY REQUIREMENTS,
ENTS,
TRA IN COLLECTION.
TRASH RECEPTACLES SHALL BE MATINTAINED ON EACH INDIVIDUAL LOT. ALL
TWUS l SHALL BE `Y A DRIVING DUMRS Eli SERVICL
BUILDING SITES:
.�'S�
EACH LET" CONTAINS ABUILDING S� THATTHATGil IPL�I;E`� WITH ��C,Tl:il� 41_1.
OF- TL-lE AL BEMAR; T--t-,Lf,UNTvI Z iNING ,(-)RL)INANCF.,
NOTEo THIS PROPER-1 f IS NOT'WITHIN A DAM INUNDATION ZONE,
IM
P Ph L US ,AREA CA I ITaNS7
Approved Phase 8Impervio,us,
Buildings
Are
-13,280 sf
Sidew llfi,
06i'5) , Sly I
Pavement/ rivelojays m_
101,483 Sf
`T�duaO
1?0,. > >Ts,
�
P,V0Pi05ed Phase;
' Buildings --
Sidewalk 4
Pave rnenlr Drfvem,
usAreas
t o1_8,L:eo ST
2r , 9 24 sf
243,263 f
ND USE CALCULATIONS-.
LOTS 2:�1.90 AC
ROAD (RAN) = 088 AC
PEN SPACE v 1_27 AC'
�t r
}
}
}
_
r ,
� d �
' xo/
/ d
I
/ PHA E 4
1
f
I r
_I r
,
in xr PHASE 6
go am
ow MA no ma
PHAI SE ! t
s i I I � ��� r I
IN
r � f
\ L
IN r
' 4 'U
��' ��f irl����
r
J
w
PHASE 8
AS H Ew atw: T L Am T " ww" ak UNOT
SCALE: 1 '
APPROVED LOT liVIA-2004- 11.4) - Revised uvitfi A Drowed Variation (SenterihPrr4.2013)
PHASE
7YPF OF DWELLING
AFFORDABLE UNITS
TOTAL
SPD DUPLEX TOWNHOUSE
i FOR SALE TH Ul PROVIDED
�y
1A
28
22
50 1 9 ADU TH units currently avaiible
_A (EXISTING JU€3HA S E I L-}
4�
_
0
1
1S
3 i
46 8 - Existing sold ADU uniis -
2 (EXISTING)
-
96
-
95 0
3, 3A, 3B, 3C {EXISTIJ
-
70
37
107 0
4
52
-
52 0
5
18
13 D
6
31
-
-
31 0
T (EX ISTING)
-
78�
-
70'0
A,
-
Y
_35
- Pro oseci ADU TI-I its
I � units
TOTAL
142
0
25 ADU units required, Total ADU Limns provided, 25; ADU Townhouse Units
'TOWNHOUSES SHOWN] ON THIS SITE PLAN, AND ADU UNITS SHOWN ON THIS PLAN
ORIGINAL APPR(YVED PARKING TAABULAT10NS -Revised with Approved al'I€tion f rViarrch 16, 2011)
NUMBER OF UNITS
PHASE
(2 r E3'
�
PARKING REQUIRED
,
_ PER UNIT
( l
PARTS JJ GUEST
l 1 PER 4 UNITS
TOTAL REQUIRED
PARKING REQUIRED
R - E
�� ��_ DRIVE')
PARK PROVIDED
(SUI
TOTAL PROVIDED
i
8 1 127
254
32
200£
192 1
95
NUMBER OF GARAGE UNITS WITH DJ PARKING SPACE
UPQATTCD PARKIN TP%BULATIONS War DOINOR SITE PLAN ATAENDMENT � -
PHASE
NUMBER OF iUNITS
(2 EAR)
PARKING REQUIRED
(2 PER UNIT)
PANTS RE IN" GUEST
(I PER 4 UNITS)
TOTAL RJEOUIRED
PARKING REQUIRED
(GARAGE/DRIVES;)
PART( PROVIDED
(SURFACE)
TOTAL PROVIDED
135
270
34
304
112
304
^' NUMBER of GARAGE UNITS WITH DRIVEWAY PARKING SPACE ------ �----- -- -- —
�fr
v �
Y
u J
Sheet List Table _
Beset Number
Sheet This
— Cl
2
EXISTING CONDITIONS
PROPOSED LAYOUT PLAN
UTILITY k GRADING PLAN
LAND-3CAP�ING P�"All
6
PR(OFIL'ES
__ ----- _ _- ----
EXIS771VO CULVrRT
CUB. VER T
DROP INLET .
---- - —
'URP
CURB ;p GUTIZR'��C
�yp
;�f OPOS1>D PPS AT
D7N OF ?`"9Y
,try'�'�rp
'
MP174 OF- FC-.2 DITCH
TRAFFIC GENERATION CALCULATIONS
TRIP GENERATION IA$E ON ITE TRIP GENERATION MANUAL (-TH EDITION)
65 TOWNHOUSE UNITS (CODE 230)
ADT, 381 VPD (11 ENTER/1 EXIT)
AM 'PEAR, 29 VPF-1 (5 ENTER/24 'EXIT)
PM PEAK, 35 VPFB (23 ENT R/12 EXIT)
TOTAL, NUMBER OF SHEETS
ORIWWAY
'�H MARK
I100T STANDAW STOP S101V
---------------
�� ....._. �
Tic orwns TOP/W A ,Y Via' U
TIH VE11407n-5 TOP OF BOX
`rid (he A.l, cItlarl ';, i o, y
t
FI 1TNINER/ZONiiI
TNT OF FIRE RESCUE
it p.E,'GR TIA 1;P-:'3; lWmllI [' OF "TRA-1 T9PORT'.A` TOIN1
HEALTH DEPA TMEINT
1,ic-, No.
0357 9, 1 _1,,
,ft
b=
-5 r
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t�i
u
Fill
<$:
t
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-
b00
Uj
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9
-
013 INICI
1220711
SCALUE
a
AS NET
SHEET NO.
� as
u
W
Ld
En
z
-A
17-
:p
VIA
STREET NAME
STATION
MAXIMUM
MAXIMUM GPJ-\DE
GRADE 14VI PARKING AREA
- i
NIINIMU
VERTICAL CURVATuRE
-_
SIGHT D6TANCE
mimmum
�_Tf-p7
E I(nA)
HA5E
MINIMUM CURB RADII 5 8
,r
Qj INTERSECTIONS ASE
BASE (SURFACE
OR
CREST (K)
SAG (K)
ELMWOOD KNOLL
ao-no TO a4+76
15
a0g,
2z.5,
POCO ON WOOD CT_
_3400 TO a4+6a
2D% 5%
5
2-5
acd
uj 6"
14,
SILKWOODCOURT
anim TO %5+2�
5%
5
a5
5, 61
FLM TREE i:OURT
m+ooT0z-/+
5%
5
-15
ago'
A2..5'
4.
,j'REAR
2o'MIN
6 - f; � 9
1 _� lu
CFO, 1"�
No IV
29 SM-915A
SURFACE COUR
60 COMPACI-ED AGGRI
BASE COURSE, '00T #21A
COMPACTED
SUBGRADE
ASPHALT PAVINC PARKING SPACES
N�� E SITE PLANI DENTIFIES,(8' )AFFORDABLE DWELLING UNITS
(ADU) FOR THE PROJECT. THESE ADU UNITS ARE IDENTIFIED WilrH AN
ON THE SITE PLAN. THE ADU UNITS INCLUDE LOTS!-t3.i2 THROUGH 3.3, .
-T DRNE
CAMELO
pi 'V
j� Bt-IC RI'M
0 7t, �
o 71
�4� ,ATH a
JFCOLLINS�e-
SCOTT
T
TH UNIT
Un,
- ------------
> --------- ------ -
--------------
:B B
T o o
p z
FROM,
138 LO R,
1,0
LOT 42 LOT -6
LOT 43 4,
toll LyJl 40 42t LOT 44 LOT 47 L 0 T m
91 LOIT
.............. LOOT LOT 45
slfblv��5 S
35
2o'FRONT PROPOSED LOI
& MAI Cal w w
cSETBACK LON 33 _j
6'LANDSCAP 5S
S'CONCRETE--
c N� ESM 5110
S _,)EWAi K
<
"Will,
'MIN z ii-i 3-- otvl,
x1l)
Y ESMT D on r_�
RIVE I
7
Lu
PLANTINC --- ----
4�,
ISTRIP
""I. , ui
0
TYPICAL UNIT L"OUTWI DRIVEWAY 'o
'vw .
�kgpv
PHASE8
ITERSECTION (ELM TREE COURT
OPEN SPACE
4'CONCRETE ELM TREE COURT -,L/ o o
dAD BRIARWY40D DRIYEL) f.§�25�
K
RTVXft STREET) 'a
"wet
-�-P�6POSED
-6 CURRING
0
CG
OPOSEDI k-%,A -2 7�.
00
LAN DSC*Pr,_[A_SEM ENT (TYP.)
cn'
<
r
LOT _j_.8
SO A I 0Ta o.8
A LOT' G.
I wo
_J! UT 'I
Lo-T ll� Vol
-T
OTj4- LOT % o�)
LOT 130 j_j L 0
\aA i-OST 9 5fpAt)Sl_q I % T, El - - 1
LOT �'-33 LOT 132 LOT I ?�l I 10T L lao STRAUSS I
h A3
Ilk - !xlgo zA
D, 10T - ov?
3 11-i 01 q
-1m e I _v -W, 1�z rr r3rRAUSS STRAUSS STRAUSS StRAUSS -01-(REV.)
-CIA
STRAUSS ?AtjS5 .02
f
I L
001-y' cti
c CD
-A
o� PROP( ......
04
r,2� REARSETBACK
q-96 SF
-------------
2311el 1:1,� vol
L
-1 - -------- ------
D)
4'CO
--_'�-IDrjvvALK'
4� )LI.
om- vo� _ I -
�10111 c_
MIMI
A
AW, - op
dF
--- - - - - - - - - -
I -
RX 'Yf$ -
k
u e;al� vo
E W NN
�PROPOSED k, d
&
+ -1 -
. 41�( le-, - - " I
4 1 13
J,j
j P
e
(rno
W. uj
ofllv
--- ----------
1551 1�
WOW aw w -
_F mo Owl
(4) SWINGS >(
BLACK CHAINLINK FENCE IIRLJ - - - - - - - - - - -
BENCH CL
PROPOSED GLANDSCAPE
HT
MAINTENANCE FASE.MENT - - - - - - - - - - - - - - - - - - 41
-1-w GROOVE SLIDE uj
LLI
W/ CLI MBER GRAPHIC SCALE
F-- 0
uj X
S'CONCRETE
z V) 30 0 15 .0 60 120
0 0,
SIDEWALK 04
D 5-; �1_ I - ��_ - , -_ I
"I. X:
7_r uk _0'T 6
Lo, �jv %,J2
IN FEEET -TF
00 -yT - wv-QVI
L
L 30 ft to 00
0-A
Cp� nev,
L
ul Is US k_j
clRAUSS
LOT BUILDABLE LOT BUILDABLE ACCESS ACCESS
LGT ESM'T -:SM'T 0
INGRESS EGRESS I FIRE LANE
LOT AREA ilsf) AREA (sf) I T (D I
NUMBER AREA (sf) ACCr-.SS EASENRENT OL
- Isf)
-39 6 34 3,779 1,138 76' -1
PERPENDIC ULAP PARKING PERPENDICU :> Lu
2 1,552 932 35 1 1, -7 5r 11 1,110 LAR PARKING
-1,731 1�,088 APPLICABLED WHERE APPLIC
E'
1,519
3 8900 36
- CG-6* IMP,
4 1,486 856 i 37 1,719 1,079
U) CL
5 2,021 911 38 1,715 1,074 ___r
k _17- ......
6 1,30-0 1 760 39 1,719 1,078 Aj
Ld
'772 109 2,862 1,409 -)NC. SIDWWA
7 1,395 C(C LK--j
I op COURSE (sm-q.F,)
'E COURSE (BPA-2�5) 41'CONC. SIDEWALK STOP w
L
BA5
110
2,232 1,075 1,775 1,175 _A�7:
- SIGN
co�UR
SUBBMSE (2--,J\)
1,175
2,500 1,323 111 1,795
NDJOR ROLL TOP CURBAT HIS DISCRETION. "A PROPOS
*DEVELOPER M" SUBSTITUTE CG-7 At o
1,806 1,163
10
112. 1,834 832 �,ppj vv top"%
11 1, 2141 113 I'l-ol 684
1,855 TYMAL SEMIM Io . .....
STREET dW,
12 1,855 1,2111 1,192 �X
PWATE tsl
114 695
- WrTH CUF6 GUTTER $IGN
1,199 702
Lu
13 1,855 1,214 7
14
11,853
1,212
116
1,201
705
2,771
1,201
1.0392
117
118
1,�)_co
1,194
703
697
17
2,998
1,532
119
1,917
0056
10
-0
1,959
1,318
-
120
-),700
1,626
19
11,975
1,335
121
1,F300
1,364
-KETE
4'COW IROPOSED VLANDSCAPE &
�>RYCWALK
MAINTENANCE EASEMENT
X
LLi
....... .....
20 1,9001 MAI 122 1,000000 1,363 w
01C
z uNd m
21 1,945 -1,336 123 1,800 1,354
292 1,961 124. 1,800 1,336 G3ENERAL NOTF&!
C
C (5 N C RE T E
23 1,935 1, 2- 9: 125 1,800 1,311
(ij THIS TYPICAL SECTION SHALL BE USED FOR ALL PRIVATE STREETS WITHIN RESIDENTIAL AREAS. CG-1_�z E t
2,682 1,446 1-26 1,780 1,255 SIDEWALK
24 n=ND UNDER THE CURB AND 6UTTrR, A MINIMUM OF 6" BEYONDTHF BACK OF THE CURB. (Tv - Lu f)
25 1 2,623 1,358 2,47-55 1,311 (2) STONE MATERIAL SHALL EX 4'CONCREAFE (Typ.)
127
- - - THEAGGREGAIrE THICKNESS UNDERTHECURB ANDGUTTER %IALL BETHATIN EXCESS OFTHEDEPTH OFTHE GU'rrER SIDEWALk Lin
26 '-1,819 1,178 129 1,795 1,175 -a 9
FACE ORA MINEMUM OF4",WHICHEVER ISGREATIER. CRASS STRIP JOB NO.
27 1,801 1,160 -130-- 1,8115 1,175 2�ti SLOPES WILL BE ALLOWED WHEN SOIL TYPE SUPPORTED BY SOIL REEPOPT IS ACCEPTABLE AND WHERE SPECIAL STASILIZA\TION IS PROVIDED BIW CURB sm 122071
(3
28 1,790 1, 1-31, 1_800 1,168 0
IN] ACCORDANCE WITH THE r-POSION CONTROL ORDINANCE. Ell
29 1,788 1,147 1 132 1,6-2 -1,057 GRAfPHIC SCAT SCALE 6
STANDARD LANDING REQUIRED AT INTERSECTIONS, -0
60 120 yj
30 1,793 1,153 133 2,478 1,1110 1 = 301
MINIMUM CU[_-DE-SAC RADIUS IS 45'TO FACE OF CURB�
-1,8 6 j 134 - 1,199 (6) MAJOR INTERSECTION MAY REQUIRE CHANNELIZATION IN ACCORDANCE WITH VDOT STANDARDS. THE ', WILL BE DETERMINED DURING PLANS REVIEW.
31 - 00 1,166 2,428
32 2,700 13 5, 2,040 930 (7) MINIMUM RADIUS FOR PRIVATE RESIDENTLAL STREETS ONLY.
SHEET NO. -a
IN P NET
2,8886 (8) PROPOSED PAVEMENT DESIGNS ARE BASED ON AN ASSUME DCBP VALUF OF-io.
33
NOTE: THERE IS NO MIN IMLIM LOT SIZE FOR THIS,AREA. (9) FINAL PAVEM-E-NTIDESIGN TO BE SUBMITTED UPON CONIPLE-TION OF CBRTESTING IN i\,CCORC,),'\NC-r-o]]THVDO-T�-s--rANDAr�D-S.
z
C�f
Ld
m
Y-A02-11
PLANT
-LEGEND
BOTANICAL NAME COMMON NAME -- � SIZE
CANOPY
DECIDUOfus TREES
T-2
I-2
T-3
T-4
QUERCUS RUBRA
LIQUiDA,MBAR P(RACIFLUA
CELTIS X OCCIDEN ALIS
ACER �i�°-�CCHAI�UNif
NORTHERN RED OAK
SWEEET UM
HACKBERRY I AGNIFICA
SUGAR MAPLE3-1/2"
�
� - /2" cal
3-1/2" cal
3-1/2" cal
cal
E541
329
735
254
,
T--5
ICI Ll r L� I � ,!
_
�I �I I I IV 3 Ak �v O D
her
124�
y / y�
EVER
TWIG ==
SOUTHERN MAGNOLIA —
MAGNOLIA GRANDIFLORA
T—= 5' ht
54 - -
—a
UPRESSC"��'°�PARIS LE°(Ir't1� I � 5' ht 16
T JAI � I HOLLYTERN RED CEDAR ILEX
T- CEO NATA _ --24!" ht 1s
DECIDUOUS SHRUBS..-
-a
I �if'�[��-IIA
I O SYTHIAX INTERI' EDIA
1�k
16