HomeMy WebLinkAboutSDP201000042 Plan - Approved 2010-08-06GENERAL NOTES: A� �ooeoo v
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OWNER: CHARLOTTESVILLE REALTY CORPORATION MINO s
P.O. BOX 6340
CHARLOTTESVILLE, VA 22906
DEVELOPER: COLEWAY DEVELOPMENT, LLC
610 PRESTON STREET
CHARLOTTESVILLE, VA 22902
CONTACT: MR. ANDY MCGINTY
434.242.7412
ENGINEER: COLLINS ENGINEERING
800 EAST JEFFERSON STREET
CHARLOTTESVILLE, VA 22902
CONTACT: MR. SCOTT COLLINS
434.293.3719
TAX PARCEL #: 06100 -00 -00 -12400
D.B. 696, PG. 555
TOTAL ACREAGE: 19.060 AC.
ZONING: C -1, R -15
PROPOSED DEVELOPMENT ACREAGE: 11.350 AC. (R -15 PORTION)
PROPOSED USE: MULTI - FAMILY RESIDENTIAL (APARTMENT COMPLEX)
iQ PHASING: THE DEVELOPMENT WILL BE COMPLETED IN 9 PHASES. THE FIRST PHASE WILL INCLUDE MASS GRADIN
AND INSTALLATION OF THE ROAD, STORMWATER MANAGEMENT, SANITARY, STORM, AND WATER NETWORKS AND
GRADING OF THE BUILDING PADS. THE SUBSEQUENT PHASES WILL INCLUDE THE CONSTRUCTION OF EACH
BUILDING ONE AT A TIME. THE FINAL PHASE WILL INCLUDE THE INSTALLATION OF BUILDING #7, GARAGE #2,
THE REMAINDER OF THE TRAIL, THE TOT LOT, AND THE UPGRADES TO THE CARMIKE LOT.
STORMWATER IMPROVEMENTS SHALL INCLUDE:
• PHASE 1 INCLUDES STORMWATER MANAGEMENT BASIN
• PHASE 2 INCLUDES UNDERGROUND STORMWATER MANAGEMENT FACILITY
• PHASE 5 INCLUDES BIO- FILTER AND ANY REQUIRED CHANNEL IMPROVEMENTS
DEVELOPMENT DENSITY:
R -15 ZONING = 15 UNITS /ACRE
BONUS DENSITY = 10% FOR MAINTENANCE OF EXISTING WOODED AREA (2.31 ACRES)
= 15% FOR DEDICATION OF OPEN SPACE TO THE COUNTY (1.65 ACRES)
15 DU /ACRE X (0.1 + 0.15 + 1) = 18.75 DU /ACRE
18.75 DU /ACRE X 11.350 AC = 212 DU MAXIMUM
90 ONE BEDROOM UNITS
112 TWO BEDROOM UNITS
10 THREE BEDROOM UNITS
212 TOTAL UNITS
THE GROSS RESIDENTIAL DENSITY OF 15 DU /ACRE HAS BEEN INCREASED BY 10% FOR THE MAINTENANCE
OF EXISTING WOODED AREAS EQUAL TO 20% OR GREATER OF THE SITE. THE DENSITY HAS BEEN
INCREASED AN ADDITIONAL 15% FOR THE DEDICATION OF OPEN SPACE TO THE COUNTY. IN ORDER TO
QUALIFY FOR AN OPEN SPACE BONUS, PUBLIC LAND AND A PUBLIC TRAIL WILL BE DEDICATED TO
ALBEMARLE COUNTY, AS DEPICTED IN THE DEDICATION EXHIBIT PROVIDED. THE DEDICA TION OF PUBLIC
LAND AND A PUBLIC TRAIL TO ALBEMARLE COUNTY HAS BEEN APPROVED BY THE BOARD OF SUPERVISORS.
WOODLAND PRESERVATION
EXISTING SITE AREA: 11.35 ACRES
REQUIRED MINIMUM WOODED AREA PRESERVED (20 %): 2.27 ACRES
PROPOSED WOODED AREA PRESERVED: 2.31 ACRES (20.3 %)
PROPOSED MAXIMUM LOT COVERAGE (IMPERVIOUS COVER):
3/4 SPLIT STORY MULTI- FAMILY RESIDENTIAL APARTMENT BUILDINGS = 79,150 SF (1.82 AC)
CARRIAGE HOUSE = 1,628 SF (0.04 AC)
CLUBHOUSE = 5,140 SF (0.12 AC)
GARAGES & CARPORTS = 7,498 SF (0.17 AC)
POOL AND DECKING = 6,090 SF (0.14 AC)
TOTAL = 99,506 SF (2.29 AC)
PARKING REQUIRED:
MULTI- FAMILY UNITS:
1.5 (SPACES / ONE BEDROOM UNIT) X 90 (ONE BEDROOM UNIT)= 1.5 X 90 = 135 SPACES
2.0 (SPACES / TWO OR MORE BEDROOM UNIT) X 122 (TWO OR MORE BEDROOM UNIT)= 2.0 X 122 =
244 SPACES
TOTAL REQUIRED = 135 + 244 = 379 SPACES
PARKING PROVIDED: 380 TOTAL SPACES (INCLUDES 8 HANDICAPPED SPACES PLUS 2 VAN ACCESSIBLE SPACES)
TOPOGRAPHY /SURVEY: TOPOGRAPHY CREATED FROM AERIAL SURVEY PROVIDED BY LOUISA AERIAL SURVEYS,
INC ON JANUARY 17, 2009. SURVEY INFORMATION PROVIDED BY COMMONWEALTH LAND SURVEYING, LLC IN
JANUARY 2009.
BENCHMARK: NAIL IN PAVEMENT IN PARKING LOT TO THE EAST OF SITE, ELEVATION 506.793'.
DATUM: ELEVATIONS BASED ON NAD 83 DATUM.
FLOODPLAIN INFORMATION:
THIS PROPERTY IS LOCATED IN ZONE 'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP
NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005 AND FLOOD INSURANCE RATE MAP
NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. THERE IS NO 100 -YEAR FLOODPLAIN
ASSOCIATED WITH THIS SITE.
STREAM BUFFERS: NO STREAM BUFFERS EXIST ON SUBJECT PARCEL PER ALBEMARLE COUNTY GIS.
WATERSHED: THIS SITE DRAINS TO THE SOUTH FORK RIVANNA DRAINAGE WAY AND WATERSHED.
EXISTING VEGETATION: WOODED LOT WITH HARDWOOD TREES.
ACCESS: A PRIVATE ROAD WILL BE ACCESSED FROM PUTT PUTT PLACE. A SECOND PRIVATE ROAD WILL
ACCESS THE EXISTING CARMIKE CINEMAS PARKING LOT. CURB AND GUTTER FOR DRAINAGE.
SETBACKS:
- FRONT YARD - 25 FEET; SIDE YARD - 15 FEET; REAR YARD - 20 FEET; PARKING - 10 FEET
1
RIGHT -OF -WAY
HEIGHT SHALL BE SETBACK FROM ANY STREET
- RE EXCEEDING 35 IN
ANY STRUCTURE
OR SINGLE- FAMILY RESIDENTIAL OR AGRICULTURAL DISTRICT; IN ADDITION TO MINIMUM YARD
REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2 FEET FOR EACH 1 FOOT OF HEIGHT IN EXCESS
OF 35 FEET.
MAXIMUM STRUCTURE HEIGHT: 65 FEET (AVERAGE BLDG HT. -49', SEE SHEET S -1 & S -2 FOR SETBACKS)
MINIMUM BUILDING SEPARATION: 30 FEET BETWEEN STRUCTURES, EXCEPT THOSE SHARING A COMMON WALL.
RECREATION REQUIREMENT:
212 UNITS X 200 SF RECREATION PER UNIT = 42,400 SF RECREATION
5% GROSS SITE AREA = 11.350 AC X 0.05 X 43,560 SF /AC = 24,720 SF RECREATION
AREA REQUIRED: 24,720 SF
AREA PROVIDED: 16,789 SF OPEN SPACE + 2,754 SF CLUBHOUSE + 6,090 POOL & DECKING = 25,633 SF
TYPE OF RECREATION REQUIRED BY ORDINANCE: TOT LOT AND FULL BASKETBALL COURT
TYPE OF RECREATION PROVIDED: CLUBHOUSE (INCLUDING FITNESS CENTER, MEETING SPACE, AND IND00
PLAY AREA), POOL & DECKING, TOT LOT (INCLUDING WHIRL, CLIMBER, AND SWINGS), AND PLAYING
FIELD
SITE AREAS:
IMPERVIOUS AREA: 5.784 ACRES (50.96 %)
RECREATION OPEN SPACE: 0.328 ACRES (2.89%)
OPEN SPACE: 5.238 ACRES (46.15 %)
TRAILWAY:
CLASS A TYPE 1 LOW MAINTENANCE PEDESTRIAN PATH - AN 8' WIDE PAVED TRAIL (2" ASPHALT SURFACE,
4" AGGREGATE BASE) WILL BE DEDICATED TO THE COUNTY. A DEDICATION EASEMENT ENCOMPASSING
0.97 ACRES HAS BEEN PROVIDED ALONG THE TRAIL ON THE SUBJECT PARCEL. DRAINAGE FOR THE TRAIL
HAS BEEN DESIGNED TO MEET VDOT DESIGN STANDARDS FOR A 2 -YEAR STORM. THE PUBLIC
PEDESTRIAN TRAILWAY IS PROPOSED TO CONNECT THIS DEVELOPMENT TO ALBEMARLE COUNTY PUBLIC
LAND TO THE NORTH, CARMIKE CINEMA TO THE WEST, AND RIO ROAD TO THE SOUTH.
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 DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE
PROPERTY.
CRITICAL SLOPES:
A CRITICAL SLOPE WAIVER HAS BEEN APPROVED WITH THE PRELIMINARY SITE PLAN FOR THE CRITICAL SLOPE
IMPACTS PROPOSED HEREIN.
TOTAL CRITICAL SLOPES ON SITE: 1.12 AC
ON -SITE CRITICAL SLOPES IMPACTED: 0.63 AC = 56% OF TOTAL ON -SITE CRITICAL SLOPE
OFF -SITE CRITICAL SLOPES IMPACTED: 0.11 AC
TOTAL CRITICAL SLOPES DISTURBED: 0.74 AC
NO SIGNAGE IS PROPOSED AT THIS TIME.
SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION FOR PROPOSED 212 DWELLING UNITS:
APARTMENT 220 - 212 DU:
ADT: RATE - 1424 VPD (712 VPD ENTER/712 VPD EXIT); AM PEAK: RATE - 117 VPH (34 VPH ENTER/83
VPH EXIT); PM PEAK: RATE- 142 VPH (87 VPH ENTER/55 VPH EXIT)
COLLINS ENGINEERING SHALL NOT HA VEAUTHORITY OVER CONTRACTORS WORK, SAFETYPRECAU770NS,
SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR
ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL.
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COURSES ALONG CENTERLINE STREAM
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I DIRECTION I
DISTANCE
L1
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15'07 37
W
93.57
L2
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6,T48'52"
E
46.48
L3
N
14!30'46"
E
46.00
L4
N
53'1814
E
14.21
L5
N
00*09'44w
E
98.63
L6
N
29'22 48
E
87.35
L7
N
47'44 24
E
80.28
L8
N
58'55 41 a
E
84.03
L9
N
30`20'26w
E
78.10
L10
N
64!07'29w
E
55.39
L11
N
20'27 38
E
71.18
L12
N
48'22 26
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102.23
L13
N
76'3416
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56.08
L14
N
51' 11 36
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66.76
L15
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6649'29"
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37.20
L16
N
86'2816
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42.98
L17
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71'33'39w
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71..30r-
L18
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7255'31"
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26.57
L19
N
20`45'250
E
72.50
L20
N
44 01 00
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68.05
L21
N
15'5910
E
53.11
L22
N
58'3317
E
68.96
L23
S
6720'43'
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PROPOSED 7,820 SF WOOD, F JR & PATRIC
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PARKING LOT LIGHTING
a Lighting
STANDARD PRODUCT SPECIFICATIONS
Materials:
Mild Steel
Anchor Bolts:
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Template:
Provided
Hand Hole:
Standard on Poles 15' and Taller
Base Cover:
Standard on all Poles
Installation:
Hardware is Not Included. Install by a Qualified Electrician.
Warranty:
1 Year Limited From Date of Shipment
EXAMPLE: POLE - RSP - 440- 12 -BL -PC
POLE -RSP
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Base - 10"
Shaft - 3 or 4 in.
MODEL
SIZE
SCHEDULE
HEIGHT
COLOR
OPTIONS
POLE-RSP
3 3" OD
40
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BL Black
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70H 70W HPS
20 20 Feet
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TM Tenon Mount
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CL Custon Length
CC Custom Color
HH Hand Hole
PH: 936- 494 -3900 • FX: 936- 494 -3910
NOTES:
i. ALL POLES AND FIXTURES SHALL BE BRONZE IN COLOR
2. MOUNTING HEIGHT SHALL NOT EXCEED 20'
BUILDING — MOUNTED LIGHTING
LIGHT FIXTURE'A'
LIGHT FIXTURE'B'
l h Lighting
STANDARD PRODUCT SPECIFICATIONS
Materials:
Cast Aluminum
Finish:
Powder Coated
Lens:
Clear Polycarbonate
Lamps:
Lamps are Included
Listing:
Wet Listed
Ballast Info:
120 Volt Class P, 60 Hz. Electronic, Options Shown Below.
Installation:
Hardware is Included. Install by a Qualified Electrician.
Warranty:
1 Year Limited From Date of Shipment
Additional Info:
All Light Emitted Below Horizontal Plane of the Head
EXAMPLE: DI1,- LBELI,R1-10flM -A -u
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i. SPECIFIC MOUNTING LOCATIONS AND HEIGHTS ARE SHOWN ON THE ARCHITECTURAL BUILDING ELEVATION DRAWINGS.
2. LIGHTING FIXTURE'D': WALL- MOUNTED FIXTURES ON BUILDING FACADES PROVIDED AS SHIELDED LAMPS TO ILLUMINATE A BUILDING MOUNTED BUILDING NUMBER SIGN.
3. LIGHTING FIXTURE'S': CLUBHOUSE WALL BRACKET CARRIAGE LIGHTS ARE DECORATIVE FIXTURES THAT DO NOT PROVIDE SIGNIFICANT LIGHT SPREAD BEYOND THEIR SOURCE AND ARE EXPECTED TO BE LAMPED WITH 6o w LAMPS OR EQUIVALENT.
4. LIGHTING FIXTURE'C' : DECORATIVE FIXTURES FOR GARAGE BUILDINGS WILL INCLUDE 6o w LAMP OR EQUIVALENT.
5. LIGHTING FIXTURE'A': CLUBHOUSE PENDANT FIXTURE WITH 6o w LAMP OR EQUIVALENT.
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DATE:
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PROJECT NO.
082023
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P.O. BOX 6340
CHARLOTTESVILLE, VA 22906
DEVELOPER: COLEWAY DEVELOPMENT, LLC
610 PRESTON STREET
CHARLOTTESVILLE, VA 22902
CONTACT: MR. ANDY MCGINTY
434.242.7412
ENGINEER: COLLINS ENGINEERING
800 EAST JEFFERSON STREET
CHARLOTTESVILLE, VA 22902
CONTACT: MR. SCOTT COLLINS
434.293.3719
TAX PARCEL #: 06100 -00 -00 -12400
D.B. 696, PG. 555
TOTAL ACREAGE: 19.060 AC.
ZONING: C -1, R -15
PROPOSED DEVELOPMENT ACREAGE: 11.350 AC. (R -15 PORTION)
PROPOSED USE: MULTI - FAMILY RESIDENTIAL (APARTMENT COMPLEX)
APHASING: THE DEVELOPMENT WILL BE COMPLETED IN 9 PHASES. THE FIRST PHASE WILL INCLUDE MASS GRADINi
AND INSTALLATION OF THE ROAD, STORMWATER MANAGEMENT, SANITARY, STORM, AND WATER NETWORKS AND
GRADING OF THE BUILDING PADS. THE SUBSEQUENT PHASES WILL INCLUDE THE CONSTRUCTION OF EACH
BUILDING ONE AT A TIME. THE FINAL PHASE WILL INCLUDE THE INSTALLATION OF BUILDING #7, GARAGE #2,
THE REMAINDER OF THE TRAIL, THE TOT LOT, AND THE UPGRADES TO THE CARMIKE LOT.
STORMWATER IMPROVEMENTS SHALL INCLUDE:
PHASE 1 INCLUDES STORMWATER MANAGEMENT BASIN
• PHASE 2 INCLUDES UNDERGROUND STORMWATER MANAGEMENT FACILITY
PHASE 5 INCLUDES BIO- FILTER AND ANY REQUIRED CHANNEL IMPROVEMENTS
DEVELOPMENT DENSITY:
R -15 ZONING = 15 UNITS /ACRE
BONUS DENSITY = 10% FOR MAINTENANCE OF EXISTING WOODED AREA (2.31 ACRES)
= 15% FOR DEDICATION OF OPEN SPACE TO THE COUNTY (1.65 ACRES)
15 DU /ACRE X (0.1 + 0.15 + 1) = 18.75 DU /ACRE
18.75 DU/ACRE X 11.350 AC = 212 DU MAXIMUM
90 ONE BEDROOM UNITS
112 TWO BEDROOM UNITS
10 THREE BEDROOM UNITS
212 TOTAL UNITS
THE GROSS RESIDENTIAL DENSITY OF 15 DU /ACRE HAS BEEN INCREASED BY 10% FOR THE MAINTENANCE
OF EXISTING WOODED AREAS EQUAL TO 20% OR GREATER OF THE SITE. THE DENSITY HAS BEEN
INCREASED AN ADDITIONAL 15% FOR THE DEDICATION OF OPEN SPACE TO THE COUNTY. IN ORDER TO
QUALIFY FOR AN OPEN SPACE BONUS, PUBLIC LAND AND A PUBLIC TRAIL WILL BE DEDICATED TO
ALBEMARLE COUNTY, AS DEPICTED IN THE DEDICATION EXHIBIT PROVIDED. THE DEDICA TION OF PUBLIC
LAND AND A PUBLIC TRAIL TO ALBEMARLE COUNTY HAS BEEN APPROVED BY THE BOARD OF SUPERVISORS.
WOODLAND PRESERVATION
EXISTING SITE AREA: 11.35 ACRES
REQUIRED MINIMUM WOODED AREA PRESERVED (20 %): 2.27 ACRES
PROPOSED WOODED AREA PRESERVED: 2.31 ACRES (20.3 %)
PROPOSED MAXIMUM LOT COVERAGE (IMPERVIOUS COVER):
3/4 SPLIT STORY MULTI- FAMILY RESIDENTIAL APARTMENT BUILDINGS = 79,150 SF (1.82 AC)
CARRIAGE HOUSE = 1,628 SF (0.04 AC)
CLUBHOUSE = 5,140 SF (0.12 AC)
GARAGES & CARPORTS = 7,498 SF (0.17 AC)
POOL AND DECKING = 6,090 SF (0.14 AC)
TOTAL = 99,506 SF (2.29 AC)
PARKING REQUIRED:
MULTI- FAMILY UNITS:
1.5 (SPACES / ONE BEDROOM UNIT) X 90 (ONE BEDROOM UNIT)= 1.5 X 90 = 135 SPACES
2.0 (SPACES / TWO OR MORE BEDROOM UNIT) X 122 (TWO OR MORE BEDROOM UNIT)= 2.0 X 122 =
244 SPACES
TOTAL REQUIRED = 135 + 244 = 379 SPACES
PARKING PROVIDED: 380 TOTAL SPACES (INCLUDES 8 HANDICAPPED SPACES PLUS 2 VAN ACCESSIBLE SPACES)
TOPOGRAPHY /SURVEY: TOPOGRAPHY CREATED FROM AERIAL SURVEY PROVIDED BY LOUISA AERIAL SURVEYS,
INC ON JANUARY 17, 2009. SURVEY INFORMATION PROVIDED BY COMMONWEALTH LAND SURVEYING, LLC IN
JANUARY 2009.
BENCHMARK: NAIL IN PAVEMENT IN PARKING LOT TO THE EAST OF SITE, ELEVATION 506.793'.
DATUM: ELEVATIONS BASED ON NAD 83 DATUM.
FLOODPLAIN INFORMATION:
THIS PROPERTY IS LOCATED IN ZONE 'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP
NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005 AND FLOOD INSURANCE RATE MAP
NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. THERE IS NO 100 -YEAR FLOODPLAIN
ASSOCIATED WITH THIS SITE.
STREAM BUFFERS: NO STREAM BUFFERS EXIST ON SUBJECT PARCEL PER ALBEMARLE COUNTY GIS.
WATERSHED: THIS SITE DRAINS TO THE SOUTH FORK RIVANNA DRAINAGE WAY AND WATERSHED.
EXISTING VEGETATION: WOODED LOT WITH HARDWOOD TREES.
ACCESS: A PRIVATE ROAD WILL BE ACCESSED FROM PUTT PUTT PLACE. A SECOND PRIVATE ROAD WILL
ACCESS THE EXISTING CARMIKE CINEMAS PARKING LOT. CURB AND GUTTER FOR DRAINAGE.
SETBACKS:
FRONT YARD - 25 FEET; SIDE YARD - 15 FEET; REAR YARD PARKIN 20 FEET, G - 10 FEET
-ANY STRUCTURE EXCEEDING 35 F IN HEIGHT SHALL BE SETBACK RO MANY STREET RIGHT-OF-WAY
OR SINGLE - FAMILY RESIDENTIAL OR AGRICULTURAL DISTRICT; IN ADDITION TO MINIMUM YARD
REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2 FEET FOR EACH 1 FOOT OF HEIGHT IN EXCESS
OF 35 FEET.
MAXIMUM STRUCTURE HEIGHT: 65 FEET (AVERAGE BLDG HT. =49', SEE SHEET S -1 & S -2 FOR SETBACKS)
MINIMUM BUILDING SEPARATION: 30 FEET BETWEEN STRUCTURES, EXCEPT THOSE SHARING A COMMON WALL.
RECREATION REQUIREMENT:
212 UNITS X 200 SF RECREATION PER UNIT = 42,400 SF RECREATION
5% GROSS SITE AREA = 11.350 AC X 0.05 X 43,560 SF /AC = 24,720 SF RECREATION
AREA REQUIRED: 24,720 SF
AREA PROVIDED: 16,789 SF OPEN SPACE + 2,754 SF CLUBHOUSE + 6,090 POOL & DECKING = 25,633 SF
TYPE OF RECREATION REQUIRED BY ORDINANCE: TOT LOT AND FULL BASKETBALL COURT
TYPE OF RECREATION PROVIDED: CLUBHOUSE (INCLUDING FITNESS CENTER, MEETING SPACE, AND IND00
PLAY AREA), POOL & DECKING, TOT LOT (INCLUDING WHIRL, CLIMBER, AND SWINGS), AND PLAYING
FIELD
SITE AREAS:
IMPERVIOUS AREA: 5.784 ACRES (50.96 %)
RECREATION OPEN SPACE: 0.328 ACRES (2.89 %)
OPEN SPACE: 5.238 ACRES (46.15 %)
TRAILWAY:
CLASS A TYPE 1 LOW MAINTENANCE PEDESTRIAN PATH - AN 8' WIDE PAVED TRAIL (2w ASPHALT SURFACE,
4' AGGREGATE BASE) WILL BE DEDICATED TO THE COUNTY. A DEDICATION EASEMENT ENCOMPASSING
0.97 ACRES HAS BEEN PROVIDED ALONG THE TRAIL ON THE SUBJECT PARCEL. DRAINAGE FOR THE TRAIL
HAS BEEN DESIGNED TO MEET VDOT DESIGN STANDARDS FOR A 2 -YEAR STORM. THE PUBLIC
PEDESTRIAN TRAILWAY IS PROPOSED TO CONNECT THIS DEVELOPMENT TO ALBEMARLE COUNTY PUBLIC
LAND TO THE NORTH, CARMIKE CINEMA TO THE WEST, AND RIO ROAD TO THE SOUTH.
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 DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE
PROPERTY.
CRITICAL SLOPES:
A CRITICAL SLOPE WAIVER HAS BEEN APPROVED WITH THE PRELIMINARY SITE PLAN FOR THE CRITICAL SLOPE
IMPACTS PROPOSED HEREIN.
TOTAL CRITICAL SLOPES ON SITE: 1.12 AC
ON -SITE CRITICAL SLOPES IMPACTED: 0.63 AC = 56 °k OF TOTAL ON -SITE CRITICAL SLOPE
OFF -SITE CRITICAL SLOPES IMPACTED: 0.11 AC
TOTAL CRITICAL SLOPES DISTURBED: 0.74 AC
NO SIGNAGE IS PROPOSED AT THIS TIME.
SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION FOR PROPOSED 212 DWELLING UNITS:
APARTMENT 220 - 212 DU:
ADT: RATE - 1424 VPD (712 VPD ENTER1712 VPD EXIT); AM PEAK: RATE - 117 VPH (34 VPH ENTER/83
VPH EXIT); PM PEAK: RATE- 142 VPH (87 VPH ENTER/55 VPH EXIT)
COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS,
SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR
ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL.
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SHOPPING CENTER ASSOC
ZONE: PD -SC PLAN
DEVELOPMENT SHOPP CE
TMP: 06100 -00 -0 330
USE: FASHION SW ARE
OUTPARCEL
Qy
ALBEMARLE COUNTY, VIRGINIA
�r
_ u
V
COURSES ALONG CENTERLINE STREAM
LINE
LEGEND
EXISTING CULVERT
I DIRECTION I
DISTANCE
L1
N
15'07'37"
W
93.57
L2
N
63'48 52
E
46.48
L3
N
14!30'46"
E
46.00
L4
N
53' 18'114"
E
14.21
L5
N
00'09 44
E
98.63
L6
N
2W22'48"
E
87.35
L7
N
47'44 24
E
80.26
L8
N
58'55 41 w
E
84.03
L9
N
38'20 26
E
78.10
L10
N
6,V07'29"
E
55.39
L11
N
2(Y27'36"
E
71.18
L12
N
4W22'260
E
102.23
L13
N
76'3416
E
56.08
L14
N
51' 11'36"
E
66.76
L15
N
66'49 29
E
37.20
L16
N
86*28'1 6w
E
42.98
L17
N
71'33 39
E
71.30
L18
N
72'55 31 w
E
26.57
L19
N
20'45'25w
E
72.50
L20
N
44'01 00
E
68.05
L21
N
15'5910
E
53.11
L22
N
58'3317
E
68.96
L23
S
6720'430
E
18.24
O
0 \
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BOG O
,A �O
aa
O CV A CIATES
NE: P -SC PLANNED
LOPM T SHOPPING CENTER
TM 6100- -00 -13200
USE: HI ON UARE MALL
n
0
0
0
0
0
D
0
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L4
L1
PROP
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CASTLE GARDENS SHOPPIN
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E: C -1 COMMERCIAL
T 04500- 00- 00 -104B5
USE: LIKE CINEMA
D.B. 2673, 9
POWELL, EUGENE M OR BEATRICE E
ZONE: R -2 RESIDEN L`--
MP: 045CO- 01 -08 -0 00
SINGLE FAMILY
ll5 D. 760, PG. 275
LO BLK B "WOODBROOK"
RIO ASSOCIATES LIMITED PARTN RSHIP L17
ONE: C-1 COMMERCIAL Lt L16
T 06100 -00 -00 -12300
S LBEMARLE SQUARE S PPING CE ERt
18. 14 PG. 451 Lt / 1
L1
P-7
Lt BUILDING 5
ARY ALONG CENTERLINE F �
STR N COURSES ARE HOWN
Ll
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� 6
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R- 15/C -1
ZONING LINE
PHASE 1 f
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111 • ` 1 �� CO T
1111 / VAR. WIDTH
111 ACCESS
CHARLOTTESVILLE REALTY CORPORATION L_ ASEM ENT
ZONE: C -1, R -15; COMMERCIAL, RESIDENTIAL O F PAIR CIA
TMP: 06100 -00 -00 -12400 -�1� O E: HIGHW C 24M RCI L
\ \ \ USE: VACANT T OO 0
D.B. 696, PG. 555 0 U E: ESID L M LTI AMI
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4 NE: HC (GHWAY COM
MP: 061 0- 00-00-1
SE: RIV LS SPORTS BAR
610 PG. 27
SHEET LAYOUT
SCALE: 1" = 100'
APRIL 21,, 2010
J
COUNTY OF AtSEM,ARLE
ZONE: R -2 RESIDEN :T�AL
TMP�--045CO- 02- 00- 10QG0O
USE: VACANT RESIDENTIAL ,�,
F D.B. 2074, \PG. 1 �9
•'P -9 \
Leo
R -15 ZONING \\
P-:L
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1
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ONE: R- 10ESIDENTIAL
TMP: 0610 00- 00 -124E3
USE: APARTMENT UNITS O
. 404 G. 592
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EXISTING CULVERT
SITE PLAN
EARTH DITCH
SITE PLAN
CUL VFRT
DROP INLET & STRUCTURE NO.
LIGHTING PLAN
DR/ VEWA Y CUL VERT
Q
LL -7
LIGHTING DETAILS
BENCH MARK
m
(A
CURB
cn
x
VIRGINIA DEPARTMENT OF TRANSPORTATION
p
4
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V
ce
a
CLEARING LIMITS
W
CURB & GUTTER
LU
UJ
PROPOSED PAVEMENT
-'-
VDOT STANDARD STOP SIGN
oC
EC -3A DITCH -
- - -200- - - -
EX/S77NG CONTOUR
8'
DEPTH OF EC -3A DITCH
2Oa--
PROPOSED CONTOUR
EC -2 DITCH
240.55
-
PROPOSED SPOT ELEVA7ION
f
TBC DENOTES TOP/BACK OF CURB
6"
DEP7H OF EC -2 DITCH
TAB DENOTES TOP OF BOX
II i
1
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■
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SHEET INDEX
TITLE SHEET
COVER SHEET
LEGEND
EXISTING CULVERT
SITE PLAN
EARTH DITCH
SITE PLAN
CUL VFRT
DROP INLET & STRUCTURE NO.
LIGHTING PLAN
DR/ VEWA Y CUL VERT
Q
LL -7
LIGHTING DETAILS
BENCH MARK
m
(A
CURB
cn
x
VIRGINIA DEPARTMENT OF TRANSPORTATION
p
4
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ce
a
CLEARING LIMITS
W
CURB & GUTTER
LU
UJ
PROPOSED PAVEMENT
-'-
VDOT STANDARD STOP SIGN
oC
EC -3A DITCH -
- - -200- - - -
EX/S77NG CONTOUR
8'
DEPTH OF EC -3A DITCH
2Oa--
PROPOSED CONTOUR
EC -2 DITCH
240.55
-
PROPOSED SPOT ELEVA7ION
f
TBC DENOTES TOP/BACK OF CURB
6"
DEP7H OF EC -2 DITCH
TAB DENOTES TOP OF BOX
SHEET INDEX
TITLE SHEET
COVER SHEET
T -1
SITE PLAN
S -1
SITE PLAN
S -2
LIGHTING PLAN
LL -6
LIGHTING PLAN
LL -7
LIGHTING DETAILS
LL -8
m
(A
TOTAL SHEETS 6
MINOR SITE PLAN AMENDMENT PROPOSED CHANGES:
ADDITION OF PHASING NARRATIVE
A
Q2 ADDITION OF 9 PHASES AND
PHASING LINES /LABELS TO PLAN
REVISED LIGHT FIXTURES
33
UPDATE CLUBHOUSE BUILDING FOOTPRINT
4 T
� V1
Sub ittal Type
Reviewed and Approved by the
Community D velo ment Department
Date a*� ;zo 1
Fite# _ 1 � 2a to - M Z
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMEN
N
Jill
PLANNER/ ZONING
No 35791
ENGINEER
INSPECTIONS
�
U
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DEPARTMENT OF FIRE RESCUE
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ALBEMARLE COUNTY SERVICE AUTHORITY
cn
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VIRGINIA DEPARTMENT OF TRANSPORTATION
p
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SCO'T'T . COUJNSZ
No 35791
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DUILUINU J . ......
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FFE: 484.33 ..
......
titl ....
.. ..... ........ ........ (TYPE 1)
BSIVIT: 473.33
PHASE 5 12,035 GSF .. ........... ?PROPOSED HANDRAILS (2)
......... ..... x
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PARKING AREA AND
PROPOSED ASPHALT ......... FFE: 478.95 PROPOSED STAIRWAY
L8
BSIVIT: 467.95 W/HANDRAIL (TYP.) .... ...... PROPOSED RETAINING WALL
MATCHLINE - SEE SHEET S-2 DRIVE AISLE (TYP.)
PROPOSED RETAINING WALL . I W/HANDRAIL - SEE GRADING
W/HANDRAIL - SEE GRADING . . . . . . . . . . . . . . . . . . . ............. SHEET FOR HEIGHT DIMENSIONS
. ....... PROPOSED STAIRWAYS
SHEET FOR HEIGHT DIMENSIONS
W/WAMn0A11Q fTYDN te. NIII6,
PROPOSED 8' BUILDING 2 L
CONC. (TYPE 4) 5' CONCRETEV,
WHIRL ASPHALT TRAILWAY
PHASE 4 SIDEWALK
(P) 6
/;`'�; '`; 3 SIDEWALK 11,880 GSF
FFE: 490.00 SIGN .....
R
4w
7 - I 0 BSIVIT: 479.00
oDnoncc'ml - f-% .1
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SCOTT COLLINSZ
No. 35791 'l;`
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SS_'f�NAI S_�V)
Q I UFF HT. OF B(Lb G. 2
J. W/HANUKAILb k I Tt-.)
PROPOSED 8' (TYPE 3) 51ON
..... or, 15,254 GSF
ASPHALT TRAILWAY ;or., .......
....... SETBAC REVID
- W GRAVEL BORDER .... .. FFE: 492.70 2�5 'o,
...... r)I(ZT D 0X/lr)P
BSIVIT: 481.70 O A
NOTE: PUTT " PUTT PLACE SHALL BE
•
UPGRADED TO URBAN LOCAL STREET
27�
STANDARDS. THIS UPGRADE SHALL
.. .. .. ENTER OF EXISTING
DUMPSTER NTH
INCLUDE CURB & GUTTER, SIDEWALKS$ PUTT PUTT LANE
K P -qw
2X22' DUMPSTER PAD
. �... ... . . . . . . AND WOODEN ENCLOSURE ETC NECESSARY TO MEET THE VDOT
STANDARDS FOR URBAN LOCAL STREETS.
............
/V IN ADDITION, PAVEMENT CORE SAMPLES C UNITY MINI STOR GE LLC
SHALL BE PROVIDED TO VDOT AND THE
: HC IGHWAY M M E R C I A L
... ....... U VA WIDTH PRIVATE
... PROPOSED HVAC COUNTY TO ENSURE PAVEMENT DEPTHS
J 0610 00-00- 24E4
NITS (TYP-) (P CROSSWALK (TYP.I..... ARE ADEQUATE IN THIS AREA. OVERLAYING
TO
ACCESS EASEMENT
EXISTING PAVEMENT MAY BE NECESSARY TO ST AGE
......... ......... ACHIEVE THE REQUIRED PAVEMENT
DESIGN FOR THE ESTIMATED TRAFC.1 Z_
B. 55 PC. 288
0POSED RETAINING WALL A FI
ZO E: R-15 R L PATH WITH WAY
1�-Sll�E SE BACK IMPROVEMENT
06100- -00- 4E3
(P) 6' CONC. 10' PARKING SE CK us P T NT UN S
SIDEWALK
Ll D 592
U
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PROPOSED POOL
& DECKING 67
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SF EXPAND EXISTING ROAD AS
.......... SHOWN TO A 24' F/C—F/C p
FFE: 491.00
ASE PROPOSED RETAINING WALL WIDTH & OVERLAY THE EXISTING ...
W/HANDRAIL —SEE GRADING PAVEMENT 1.5" SM-9.5 MIN. ... . ...
PROPOSED SHEET FOR HEIGHT DIMENSIONS PAVEMENT OVERLAY
PROPOSED POOL DECK .. .... CLUBHOUSE 00
NTH FENCE AND GATE ......
5,140 GSF
FFE: 503.33
0
........ ... BSIVIT: 491.33 (P) 6' CONC.
SIDEWALK D J BENCHMARK
PROPOSED BOUNDARY ...
PROPOSED WOODEN LINE ADJUSTMENT PROPOSED RETAINING WALL N A VEMEN T
FOOTBRIDGE SEE NEW PARCEL AREA W/HANDRAIL —SEE GRADING 06. 79J'
•
DETAIL SHEET S-7 =11.35 ACRES SHEET FOR HEIGHT DIMENSIONS/
xll 011640_
(P) CROSSWALK [TYP -) Alm-
" y
25' FRONT SETBACK -0 W-MOML 1L
SIDEWALK
J�ROPOSE I LK .......
I OREBAY I PROPOSED ...... PHASE 2
CG-6 (TYP-) SPEED LIMIT . .........
4.,.: r. \ SIGN R2-1
PROPOSED
PROPOSED ...
_ / 6 PLANTING
RECREATION
STRIP AREA
7,820 SF ..... WOOD, F JR & PATRIII
/ / PROPOSED ZONE: C HIGHWAY COMME M 3 •
/ �/ / 5' CONCRETE
VAR. WIDTH PRIVATE I E. 5100-00-00-124
SIDEWALK PROPOSED TM P: 0
ACCE EASEMENT
5' CONCR SS USE: SPORTS / •
STOP SIGN
D.B. 10, PG. 27
PHASE SI DEWALK
PROPOSED PROPOSED
SWM BASIN PRIVATE ROW--"'
� I
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STUB -OUT FOR POTENTIAL
FUTURE CONNECTION TO
ALBEMARLE SQUARE
PROPOSED ACCESS &
SWM EASEMENT
GRAPHIC SCALE
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( IN FEET )
1 inch = 30 ft.
44,N
120 44
PROPOSED 47' ACCESS . ... ...... ..
EASEMENT ACROSS T
L.F. WOOD & RIO HILL—//
ASSOCIATES PROPERTY PROPOSED' mp - EXISTING STOP SIGN
AND STREET SIGN
D.B. PG. 5' CONCRETE
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MATCHLINE -SEE THIS SHEET
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`' / % •.aQ b N TE: EA H DOOR UMINAIR EQUIPP D WITH A LAMP H T EMITS 3 000 0 MORE INITIAL LUMENS SHALL I � LL BE A FULL CUTOFF LUMINAIRE. THE
2ch T ILLOVE OF LIGH FROM L MINAIRES NTO PUBLIC R A S AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
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SCOTT . COLLIN=
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PARKING LOT LIGHTING
trr Lighting
STANDARD PRODUCT SPECIFICATIONS
Materials:
Mild Steel
Anchor Bolts:
3/4" X 21" Black Iron Bolts (4) Supplied with 2 Nuts and 2 Washers For Each
Template:
Provided
Hand Hole:
Standard on Poles 15' and Taller
Base Cover:
Standard on all Poles
Installation:
Hardware is Not Included. Install by a Qualified Electrician.
Warranty:
1 Year Limited From Date of Shipment
V V A MDT V- D(1T D_DQP _A_AfI_1'7_121 ._Pf
N�►Ic� �� l.all�lscal�in�
POLE-RSP Lighting
DIMENSION: ( STANDARD PRODUCT SPECIFICATIONS
Base - 10"
Materials:
Shaft - 3 or 4 in. I
Cast Aluminum
Finish:
Powder Coated
Lens:
Clear Polycarbonate
Lamps:
Lamps are Included
i Listing:
Wet Listed
Ballast Info:
120 Volt Class P, 60 Hz. Electronic, Options Shown Below.
i
Installation:
Hardware is Included. Install by a Qualified Electrician.
Warranty:
1 Year Limited From Date of Shipment
I Additional Info:
All Light Emitted Below Horizontal Plane of the Head
i
MODEL
SIZE
SCHEDULE
HEIGHT
COLOR
OPTIONS
POLE -RSP
3 3"01)
40
10 10 Feet
BL Black
PC Powder Coating
4 4" OD
70H 70W HPS
20 20 Feet
BR Bronze
TM Teton Mount
to
O
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100H 100W HPS
CL Custon Length
CC Custom Color
HH Hand Hole
PH: 936- 494 -3900 • FX: 936- 494 -3910
NOTES:
1. ALL POLES AND FIXTURES SHALL BE BRONZE IN COLOR
2. MOUNTING HEIGHT SHALL NOT EXCEED 20'
BUILDING - MOUNTED LIGHTING
1 lr- -LIT CIVTI 1DG IA'
LIGHT FIXTURE'B'
SUt"AL DATA
. 1. M
PRODUCT DESCRIPTION.......
" wa.l, eRacl�lr .
EXAMPLE: DL.- LBELL- BL- 10OM -4 -H
LBELL
Dark Sky Hookarm
DIMENSION:
Shown Below
<- ------ - --- -- 41" ----- -- ---- -> I _
A
1
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52"
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MODEL
FINISH
WATTAGE
VOLTAGE
BALLAST
OPTIONS
LBELL
RT • Rust
50H 50W HPS
1 Single Tap
H HPF
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BL Black
70H 70W HPS
4 Multi Tap
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Ballast Manufacture
W
W
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C"
150H 15OW HPS
W
Requests Accepted at
Additional Charge
50M 50W MH
70M 70W MH
100M 100W MH
150M 15OW MH
PH: 936- 494 -3900 • FX: 936- 494 -3910
LIGHT FIXTURE'C'
_6�
h
LIGHT FIXTURE'D'
SUBMITTAL DATA - --
V t l LI twG L AD LIGHT HLD+C3#.UaHi'
PRODUCT QE3CRIPMON......,
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NOTES:
i. SPECIFIC MOUNTING LOCATIONS AND HEIGHTS ARE SHOWN ON THE ARCHITECTURAL BUILDING ELEVATION DRAWINGS.
2. LIGHTING FIXTURE'D': WALL- MOUNTED FIXTURES ON BUILDING FACADES PROVIDED AS SHIELDED LAMPS TO ILLUMINATE A BUILDING MOUNTED BUILDING NUMBER SIGN.
3. LIGHTING FIXTURE'B': CLUBHOUSE WALL BRACKET CARRIAGE LIGHTS ARE DECORATIVE FIXTURES THAT DO NOT PROVIDE SIGNIFICANT LIGHT SPREAD BEYOND THEIR SOURCE AND ARE EXPECTED TO BE LAMPED WITH 6o w LAMPS OR EQUIVALENT.
4. LIGHTING FIXTURE'C' : DECORATIVE FIXTURES FOR GARAGE BUILDINGS WILL INCLUDE 6o w LAMP OR EQUIVALENT.
5. LIGHTING FIXTURE'A': CLUBHOUSE PENDANT FIXTURE WITH 6o w LAMP OR EQUIVALENT.
�I
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