HomeMy WebLinkAboutSDP201800056 Plan - Submittal (First) Initial Site Plan 2018-08-20LEGEND
EXIST
NEW
DESCRIPTION
in
x 125 TC
TOP OF CURB ELEVATION
_
x 25
SPOT ELEVATION
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x 125TW
TOP OF WALL ELEVATION
¢.4,
4-
FIRE HYDRANT
a c
x 25 gw
BOTTOM OF WALL ELEVATION
Single Family Homes
221
PROPERTY LINE
2
6
BENCHMARK
7
- -
STORM SEWER
,..,,...... �..,..,..,....
RD
ROOF DRAIN
.«... _.,..y. ,
_
SEWER LINE
____._. -- ...._ ..,...
6"W
WATER LINE
IMAGE PROVIDED BY GOOGLE MAPS
GAS
GAS LINE
_.... :... ::.. .
OHE
OVERHEAD ELECTRIC WIRE
UGE
UNDERGROUND ELECTRIC
----___-- __ ---------
UHT
OVERHEAD TELEPHONE LINE
---_
SGT
UNDERGROUND TELEPHONE LINE
;...-.._..;
-
DRAIN INLET (DI)
in
O
STORM/SANITARY MANHOLE
l
C
PLUG
v
0
WATER VALVE & BOX
2
4-
FIRE HYDRANT
7
®"
WATER METER
INITIAL SITE DEVELOPMENT PLAN FOR
RL
0�COVILLAG CHA OITE5VILLi
iO-10 DISTRICT, ALE3EMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE: 1"=500'
OWNER / DEVELOPER
OWNER/DEVELOPER:
ECOVILLAGE HOLDING INC
480 RIO ROAD EAST
CHARLOTTESVILLE VA, 22901
MAGISTERIAL DISTRICT
RIO
ZONING
R4 Residential
SOURCE OF TITLE
DB 4582 PG 174
TMP 06 100-00-00-2 1 000 (6.43 ACRES TOTAL)
BENCHMARK
SITE DATUM NAVD'88
SOURCE OF BOUNDARY & TOPO
BOUNDARY PLAT FROM THOMAS B. LINCOLN LANDSURVEYOR INC. (2006)
AND GIS FROM COUNTY GIS
BUILDING HEIGHT
35' by right
PROPOSED THREE STORY UNITS (VARIABLE HEIGHTS 35' OR LESS)
SETBACKS
5-25' front setback
20' rear setback
5-1 0' side setback
LIGHTING
NO OUTDOOR LIGHTING 15 PROPOSED ON THE INITIAL SITE DEVELOPMENT PLAN.
TRASH REMOVAL
LOCATION OF TRASH TOTER STORAGE NOTED ON SITE PLAN (C3)
TRIP GENERATION
USE DESCRIPTION
ITE
LIGHT POLE
in
„'
total
:}
out
UTILITY POLE
Townhomes(Mid-Rise)
221
27
2
7
9
7
4
11
Single Family Homes
221
PROPERTY LINE
2
6
8
7
- -
ADJACENT PROPERTY LINE
145,217
51.3%
VACATED PROPERTY LINE
283,924 SF (6.5 18 ac.)
22
IMAGE PROVIDED BY GOOGLE MAPS
BUILDING SETBACK
PARKING SETBACK
SHEET INDEX
SANITARY EASEMENT
C - COVER S+,n E ET
GRADING EASEMENT
_.-.____...-_...........
DRAINAGE EASEMENT
i V
C2 - EX 5T 11 G C O D I '\...1 `J DEMO5� PLAN
1 V 1 V I I I
UTILITY EASEMENT
C3 - SITE
SITE PLAN
....:....................
-
WATER EASEMENT
C4 - CIRCULATION LA
ACCESS EASEMENT
_....._._....-----------------
STORM DRAINAGE EASEMENT
C5 - GRADING 1 LAN
CG - UTILITY PLAN
TREE LINE
W._-- ---- ;____
�- �
FENCE
D t V
C 7 - LAN .J � I�1 I � PLAN
STREAM
C8 - D E I A I L5
_12—
INTERVAL CONTOUR
_
oo —
INDEX CONTOUR
_,-
CG -2
STANDARD 6" CURB
CG` 6
CG -6
COMBINATION 6" CURB & GUTTER
SIGNATURE BLOCK DATE
a
CONCRETE PAVEMENT / SIDEWALK
N
0 0 0
RIPRAP
1>€1
ASPHALT
U T PLANNER
CURRENT DEVELOPMENT
D
GRASS
EC -2 MATTING
CURRENT DEVELOPMENT ENGINEER
EC -3 MATTING
WETLAND
ALBEMARLE COUNTY SERVICE AUTHORITY
io
a
PARKING COUNT
f'
11111111
CROSSWALK
FIRE OFFICIAL
;';'r
HANDICAP ACCESSIBLE AISLE
i`
CG -12
ARCHITECTURAL REVIEW BOARD
'
HANDICAP PARKING
BUILDING OFFICIAL
NOTE:
1. THE SIZE
OF THE SYMBOLS
MAY VARY FROM WHAT IS SHOWN.
VIRGINIA DEPARTMENT OF TRANSPORTATION
OWNER / DEVELOPER
OWNER/DEVELOPER:
ECOVILLAGE HOLDING INC
480 RIO ROAD EAST
CHARLOTTESVILLE VA, 22901
MAGISTERIAL DISTRICT
RIO
ZONING
R4 Residential
SOURCE OF TITLE
DB 4582 PG 174
TMP 06 100-00-00-2 1 000 (6.43 ACRES TOTAL)
BENCHMARK
SITE DATUM NAVD'88
SOURCE OF BOUNDARY & TOPO
BOUNDARY PLAT FROM THOMAS B. LINCOLN LANDSURVEYOR INC. (2006)
AND GIS FROM COUNTY GIS
BUILDING HEIGHT
35' by right
PROPOSED THREE STORY UNITS (VARIABLE HEIGHTS 35' OR LESS)
SETBACKS
5-25' front setback
20' rear setback
5-1 0' side setback
LIGHTING
NO OUTDOOR LIGHTING 15 PROPOSED ON THE INITIAL SITE DEVELOPMENT PLAN.
TRASH REMOVAL
LOCATION OF TRASH TOTER STORAGE NOTED ON SITE PLAN (C3)
TRIP GENERATION
USE DESCRIPTION
ITE
Qty
in
out
total
in
out
total
Townhomes(Mid-Rise)
221
27
2
7
9
7
4
11
Single Family Homes
221
11
2
6
8
7
4
11
145,217
51.3%
Total=
283,924 SF (6.5 18 ac.)
22
EXISTING USE
2 SINGLE FAMILY HOMES
PROPOSED USE
25 TOWNHOME UNITS. $ 1 1 SINGLE FAMILY HOMES
RESIDENTIAL DENSITY: 36 UNITS / 6.5 18 AC = 5.52 UNITS PER ACRE
Acrage = 6.5 16 (includes interior lot to be added to parent parcel)
R4: 6.5 18 x 4 = 26 units
Woodland preservation: 5% of 26 = I .3 units
Land dedication: 5% of 26 = 1.3 units
Density Bonus V2 affordable units = 30% of 26 = 7.8 units
26+ 1,3+ 1.3+7,6 = 36,4 units
LAND USE SCHEDULE
EXISTING Area % PROPOSED Area
%
Buildin g
3,605
1 ,3%
Building
82,425
29.0%
Road
0
0.0%
Pavement
42,265
14.8%
Total Impervious
3,605
1.3%
Sidewalk
14,017
4.9%
Open space
280,3 19
98.7%
Total Impervious
138,707
48.77o
Total=
283,924 SF (6.5 18 ac.)
Open space
145,217
51.3%
Total=
283,924 SF (6.5 18 ac.)
WATERSHEDS
THIS SITE LIES WITHIN THE MEADOW CREEK WATERSHED,
PARKING
REQUIRED P^A�KING: 77 SPACES
RESIDENTIAL 2 SPACES/UNITS PER UNIT = 72 SPACES
TOURIST/TRANSIENT LODGING 2 FOR RESIDENT + FOR AD'D'ITIONAL ROOMS = 5 SPACES
PARKING PROVIDED': 77 SPACE
-2 SPACES ON GROUND FLOOR FOR 7 UNITS
-5 SPACES PROVIDED' FOR TOURIST/TRANSIENT LODGING (INCLUDING 2 HANDICAP SPACES)
FLOOD ZONE
ACCORDING TO THE FEMA FLOOD' INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4,
2005 (COMMUNITY PANEL 5 1003CO287D'), THIS PROPERTY DOES NOT LIE IN A ZONE A
100 -YEAR FLOOD PLAIN,
SLOPES
SITE CONTAINS 1 8,609 SF OF MANAGED STEEP SLOPES AND 56,872 SF PRESERVED' SLOPES,
GENERAL WATER AND SEWER
I . WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION Of EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT.
THE CONT-'\CTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY,
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION Of THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE AL13EMARLE COUNTY
SERVICE AUTHORITY,
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY" (1-800-552-7001).
G. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM
THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE, TH15 INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LATERALS AND WATER LINES, ETC.
7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON D'EADEND' LINES SHALL BE PODDED ' TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTEN51ON OF THE LINE.
9, TREES ARE NOT PERMITTED' IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3,574 WHICH AMENDS
THE SAFE DIRINKING WATER ACT).
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SEE PLANS FOR EXACT LAYOUT. SPACE
PLANTS AS SPECIFIED IN PLANT LIST OR
AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHITECT.
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE THAN
1" ABOVE FINISHED GRADE
REMOVE BURLAP FROM TOP
1/3 OF ROOTBALL
MULCH 2" DEEP IMMEDIATELY �4n� 3" TALL WATERING BERM
AFTER PLANTING AND WATER
THOROUGHLY. 4 n n
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PREPARED SOIL FOR SHRUBS
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SET 180 DEGREE
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APPLY 2" OF W(
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4" COMPACTED
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