HomeMy WebLinkAboutSUB201600104 Plan - Other (not approved) Road Plan and Comps. 2016-05-10A D F L A N f 0 R-
LEGEND
EXIST NEW DESCRIPTION
-1�3' TC X 12' TC TOP OF CURB ELEVATION
Zg X 12� SPOT ELEVA-flON
6, -rw x 12'TW TOP OF WALL EUVATION
'16' BW X 12' BVV BOTTOM OF WALL ELEVATION
& BENCHMARK
STORM SEWER
RD
ROOF DRAIN
SEWER LINE
WARR LINE
GAS
GAS
GAS LINE
OHE
OHE
OVERHEAD ELECTRIIC WIRE
UGE!
UGE
UNDERGROUND ELECTRIC
OHT
OVERHEAD TELEPHIONE LINE
JGI
UGT
'PHONE HWE
UNDERGROUND TELE
DRAIN INLET (DI)
0
0
STORM/SANITARY MANHOLE
E
E
I
PLUG
�Vv
WR VALVE & BOX ATE
FIRE HYDRANT
MW
aht
WATER METER
L III
f A
N b_LE__WU_UU t i
I
VICINITY MAP SCALE: V"IMMI 5000,R
0 —M
LIGHT POLE
IMAGE PROVIDED BY
LE
GOOGMAPS
UTILITY POLE
PROPERTY LINE
ADJACENT PROPERTY LINE
VACATED PROPERTY' LINE
BUILDING SETBACK
PARKING, SETHACK
aoHEET 1110131EX
SANITARY EASSEMENT
GRADING EASEMENT
I
P-T
I D-1
DRAINAGE EASEMENTC-1
UTILITY EASEMENT
X 1 10", N V 10 N5
WATER EASEMENT
C
A N'U----", [`� A,05", E� M E, N T LAYO "T
L u
ACCESS EASEMENT
STORM DRAINAGE EiASEMEN
LANT
C' 4
t_,)) E_ T A I L," ED
FENCE
-STREAM
312—
_12—
INTERVAL CONTOUR
—300--
—oo—
INDEX CONTOUR
CG-2
CG-2
STANDARD 6" CUR19
CG-6
COMBINATION 6" QURS & GUTTER
CONCRFTEE PAVEMFMT SIDEWALK
X_ TIRVA
RIPRAP
NE
ASPHALT
GRASS
EC-2 MATTING
EC--3 MATTING
WE TL AN D
PARKING COUNT
CROSSWALK
HANDICAP ACCESSUBLE AISLE
/EN
CG-12
HANDICAP PARKING'
N OTE
1. 71< SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
PROPOSED USE
R4 cluster subdivision with 9 new townhome iunits
Allowable Density: 4du/acre = 6,804 units
Affordable Housing: Density Increase of 30%
Undisturbed Area. > 20%: Density Increase of 10%
Maximum Density: 6.84 x 1.4 = 9.6 units allowed
Gross Residential Density: 9du/acre= 5.26 units per acre
Lot 2 shall be an affordable unit,
ROAD NAME
Proposed Road Name is "Inglewood Terrace"
STEEP SLOPES
No preserved slopes, but managed slopes are shown.
IMPERVIOUS AREA SCHEDULE
EXISTING Area %
Open space 74,448 SF 100.0%
Total= 74,448 SF (1.71 a c
PROPOSED Area _%
New Buildings 11,521 SF 15,5%
New Road/Sidewalk 15,886 SF 21.3%
Undisturbed Space 15,698 SF 21.1%
Residual Open - 31,344 SF 421%
Total— 74 A 40 SF (1.71 a c.)
r
ToLal ImpecLjoug Area = 27,407 SF (I 8%
Area in Lots= 40,948 SF
Area in Open Space= 33,500 SF
PARKING SCHEDULE
Required parking:
2 parking spaces per unit: 9 units x 2 = 18 spaces
+ I guest space per 4 units: 9 units x 2.25 spaces
Total spaces required: 20.25
6 Driveway spaces + 12 Parking Lot spaces + 3 On —street Parking
Spaces
Total parking spaces provided: 21 spaces
WATERSHEDS
This site lies within the Upper Rivanna River Watershed.
LIGHTING & LANDSCAPING
There is no lighting proposed for this site.
See sheet Co for landscaping plan.
CURRENT DEVELOPMENTPLANNER
CURRENT DEVELOPMENT ENGINEER
OWNER / DEVELOPER
Owner:
Brian &_ Jennifer Gillispie
P.O. Box 513
Earlysville, VA 22936
ZONING
R4— Residential, Airport Impact Overlay District
SOURCE OF TITLE
DB 3121 PC 027 & PC 030
MAGISTERIAL DI STRICT
Jack Jouett
BENCHMARK
Existing DI on Inglewood Drive
Elevation: 533.22'
SOURCE OF BOUNDARY & TOPO
Plat and topography with two (2) foot contours by B. Aubrey Huffman &
Associates, Provided to Shimp Engineering: 09/19/14.
Field Verified November 2014
BUILDING HEIG HT
Maximum Height: 35 Feet
SETBACKS
Front: 30'
Rear: 20'
Side: None
EXISTING USE
Single Family Home
TRIP GENE "-TION
Proposed use: 9 new single family attached
dwellings has a projected ADT of 63 trips per
day.
According to the FEMA Flood Insurance Rate Map, effective
date February 4, 2005 (Comrnunity Panel 51003CO260D),
this property does not lie in a Zone AE 100—year flood
plain,
ALBS MV,ARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIIAL
VIRGINIA DEPAR'TM, ENT OF TRANSPORATION
-1 T MP
1ic No 45183
v�Ip >
f 5183
StONAL
20 0 20 40 60
Scale: 1 "=20'
BUILDING
SETBACK
4.0" CONCRETE -
4.0"VDOT #21A
AGGREGATE
/4ND
IDEWALIK 1 �j
I i 1�) �j'IVI jA
205" BM--25.0 ASPHALT -_j ASP ALT
i
TYPICAL SECTION FOR NFW PR VATS- ROAD
6.0" VDOT #21A
AGGREGATE
Not To
A
4 Scale
b,
9 Stt E
V
-4,x
X
z
Q,
'
9.5 ROW--
5 0 ---6.0 19.0 -10 0"---s--- 2. 5 H
LANE W/ LANE CG-2
IJANDS__��\F1'
PARKING
(Typ,)
P1 D EWAL < STRP�
4".
J-------- F,
4, iA
2.0% -------- ? 0 - - --------
1t.
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4.0" CONCRETE
4�0"VDOT #21A 2�5JJ BM-25.0 ASPHALT
AGGREGATE 6.0" VDOT #21 A AGGREGATE E1.5" SM-9.5A ASPHALT
TYPICAL SECTION FOR NEVV PRIVATE ROAD WITH STREET PARKING
Not To Scale
540
535
530
525
520
515
510
505
500
A 95
r
540
535
530
525
520
515
510
505
500
495
49�L-- Iwo I —1-E-1--i un t ------- =j
+50 10+00 10+20 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 490
PROPOSED ROAD PROFILE
G5Horizontal Scale: 1'y=30', Vertical Scale: 1 "=10'
NOTES; A EWN 1TA II
pe x� WESTF PEDESTRIAN
1, TNFS,, kjAY BE PREQ�ST OR UST' U4 FL ya VADTR or Emi Twlmog—_ UPITS Of + LINAT OF AM. PL 141 Z
41ACCESS
2. C� CRMETF TO PC. CLASS A3 W CAST I.I�j PLACE� Acoss — P
ROUTE Cr W '4
, FRFCAST,
ik -jO 11T. OR. LESS W 3, OXJRO� Kffi , 0 A r0f b FE -ONG f
IF
F OF or OWED ILL OR Ars RAQf9
PEDESTRIAN Aurem., w.,UTE METAL
�X VRML,,
'OR "T
ir
TH' Top F1, S, 0 T- ADDITIONAL RWRT-f&.I�AY,,�,SR ED 'F TKI, uWTI's
OF PEDESTRIAN AC( TEQ CEND BEYONND EXISTING
'D VOOT
k OR PROPOSE NGHT-Of 31
OrIEW h, rr � "
ocmv,
R WE I D 01 ROAD*AYS W THE
& UNPAWO SPACE AM SPACE I$ LESS THAiN 7'.
RT= R EpS VCR CGA Q�vmaj spxE DETAIL TO BE USED, YiS��ULIIWTHF CO�MNED WUr;4 OF
APKiVIX Ve THE VDOA;B%� v,*Ium-.
M
0, _FLOC! LINE
VJIDTH OF GUTTER
ENTRANCE WIDTH
or, .
u RAmm N,E "um 16
_"EPAINS01 joh\ff ABSOLUTE WAWA 12' 11 TES PIOVIDE A CORTIMOIJa 'R�.4 A�
I, SUP RES19TANT
A' fj5TING ALUACCE PA., rRN 3XN SSIBLE SLUIENTS OF A
------- - - - -
SURFACE EIDGE or, F 0 {BY PECESTMTHAT CAN BE.APPROACKW D.EERF AM
AK.
Tr_
A 'DESTRIAN ACCESS ROUTES
f.-J.&F PLAN 4 PE
A MINMV. SIECTION 8
WITH A hfAX, 2! CROSS $LOPF_ Paul, 01" _2
WHEN USED RA CON ILANCTICN WITH STANDARD 2`0"
CG-2i OR CG-7.TW- CURB FACE P4%T THIS . I "��
STANWO IS TO.BE ADJUSTED I
Tm MOU14TAFiLE CURB CONFIGURATION.
*09 TO 107 CRM0 PARABOLIC
OUW/E
EW& I� SpA
FACE OF �GAJM SPAC C
NOR MAL
k
TER 71N
MMwT
CL SS A3 (H.E.S.) CONG.
E_ PE I Sim pla 2`0"
-FOR CUrm, 060 CUTTER
BASE FOR S CUM AND BUTTE
A Powre OF- cRAvE �Qmrqcw,
W I SLOPE AT LA J, TE T.
x X 12 X A WUNI VOREASE IN A 4 W 10 N RVALS
SECM10114 A- A 3 V WAXWUM fUEOREASE IN SLOPE FOR MST 1wWITERk/& 41D
a �JAXWUNI DECREASE FOR succaug'S WNWum IV WrERVALS
SMCTION D-D
�P Eig A VA� E
WTTE R STMIDARD 610" CURB S T AN D AR D ENTRANCE G
105
1ARGHA DEPARUIENT OF TRAN�OWTAmom REV. 2/06 VIRCNA WSPORTAT'
50? EPARTWAT OF TRA IQW 602
1.5" OF SM-9.5k, SUPERPAVE
5
X 2.0" — ASPHALT CONCRETE BASE
COARSE TYPE BM-25.0
u000u00 0 00000 00�_
0 000(-�Oc)onono 0nC__--6" _VDOT A21A BASESTONE
7T__
COMPACTED SUBGRADE
MIN, CBR=6.0
TO BE FIELD VERIFIED
TYPICAL PAVEMENT SECTION FOR NEW ROADS
Not To Scale
3,000 PSI CONCRETE
- - - ;7C
0o0o0o0c)0o0o0oCo ----4" — VDOT ;21A BASESTONE
0 0 0 0 0 0 0 0 C
Ll PT�_C�_f 9T
COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
TYPICAL _SIDEVUALI� SECTION
OP
00
J-u
1 1C. o.45183