HomeMy WebLinkAboutZMA201400006 Plan - Approved Zoning Map Amendment 2917-05-19r,
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GENERAL NOTES:
OWNER:
BELLEVUE REAL ESTATE, L.L.C.
LOT SPACES
16 PINEY GLEN CT.
LOT
POTOMAC, MD 20854
SPACES REQUIRED
AGENT: VITO CETTA
DEVELOPER/CONTACT:
DICKERSON HOMES LLC
PER UNIT
1.01
925 E. JEFFERSON ST, SUITE B CLAY GREEN CONSULTING
PROVIDED
CHARLOTTESVILLE, VA 22902 18130 RIVER INN LANE
1-7
CONTACT: BEAU DICKERSON CHARLOTTESVILLE, VA 22901
14 (2 SPACES PER UNIT)
CONTACT: CLAY GREEN
PLAN PREPARER:
ROUDABUSH, GALE & ASSOCIATES
SFD W/2 OFFSTREET SPACES
914 MONTICELLO ROAD
16
CHARLOTTESVILLE, VA 22902
TAX MAP PARCEL NO:
09000-00-00-03100 (D.B. 3786 P.G. 060)
PROPERTY ADDRESS:
1960 AVON STREET EXT.
8 TH/APT UNITS 5.86
CHARLOTTESVILLE, VA 22902
ZONING:
PRD PLANNED RESIDENTIAL DEVELOPMENT PER ZMA 20120004
.52
WITH ENTRANCE CORRIDOR OVERLAY (EC)
EXISTING USE:
RESIDENTIAL
PROPERTY SIZE:
5.262 ACRES
MAGISTERIAL DISTRICT:
SCOTTSVILLE DISTRICT
SETBACKS:
VARY - REFER TO LAYOUT PLAN
MAX. BUILDING HEIGHT:
35 FEET
TOTAL NUMBER OF UNITS:
32
PROPOSED DENSITY:
6.0 DU/AC
PROPOSED USE:
RESIDENTIAL
DRAINAGE DISTRICT:
RIVANNA RIVER
WATERSHED:
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC
SHARED PARKING
WATER SUPPLY RESERVOIR.
SURVEY:
BOUNDARY, TOPOGRAPHIC AND GROUND SURVEY BY LINCOLN
10
SURVEYING DATED MAY 28, 2010. NAVD '88 VERTICAL DATUM
(BENCHMARK IS SURVEY CONTROL :POINT T-5000, NAIL AND FLASHER
44
ELEVATION 586.27)
FLOODPLAIN:
THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN
ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO:
SPACES
51003C0407D, DATED FEBRUARY 4, 2005.
CRITICAL SLOPES:
THERE ARE MANAGED STEEP SLOPES LOCATED ON ALBEMARLE GIS
4 {z
FOR THIS PARCEL; ASBUILT FIELD CONDITIONS INDICATE THAT
THERE ARE NO SLOPES GREATER THAN 25%. SEE EXISTING
CONDITIONS SHEET.
OTHER:
THERE ARE NO WETLANDS OR HISTORIC FEATURES EXISTING
ON THE SUBJECT PROPERTY.
MAXIMUM IMPERVIOUS COVER:
THE OVERALL SITE IMPERVIOUS COVER PROPOSED SHALL BE UNDER
37% OF IMPERVIOUS COVER.
STORMWATER MANAGEMENT:
UNDERGROUND INFILTRATION WITH AN EXTE=NDED DETENTION
%
POND WILL BE PROVIDED TO OFFSET THE (POST -DEVELOPED
STORMWATER IMPACTS FROM THIS SITE. DETENTION SHALL
BE PROVIDED TO ELIMINATE THE NEED FOR ANY OFFSITE DRAINAGE
IMPROVEMENTS.
PARKING SCHEDULE:
TRIP GENERATION
CODE
AVG. WEEKDAY
LAND USE TRIPS
ADJ. STREET
PEAKS
(AM)
LOT SPACES
ONSTREET
LOT
UNIT TYPE
SPACES REQUIRED
PROJECT
210
PER UNIT
0.75
PROJECT
17
PER UNIT
1.01
PROJECT
22
PROVIDED
PARKING
1-7
SFD W/ 2 OFFSTREET SPACES
14 (2 SPACES PER UNIT)
14
8-15
SFD W/2 OFFSTREET SPACES
16 (2 SPACES PER UNIT)
16
'No Parking'
16-22
SFD W/ 2 OFFSTREET SPACES
14 (2 SPACES PER UNIT)
14
8 TH/APT UNITS 5.86
47
.44
9 2 SPACES PER UNIT & 1
.52
4
23-26
3 BR TOWNHOUSE
SPACE PER 4 UNITS)
0
11
S
#
9 2 SPACES PER UNIT & 1
27-30
3 BR TOWNHOUSE
SPACE PER 4 UNITS)
0
11
HATHAWAY
257
EXIST. ONE-SIDED PARKING
20
i
SHARED PARKING
267
10
SUBTOTALS
62 SPACES REQUIRED
44
32
TOTAL PARKING
Ou.
76 TOTAL
SPACES
PROVIDED
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TRIP GENERATION
CODE
AVG. WEEKDAY
LAND USE TRIPS
ADJ. STREET
PEAKS
(AM)
ADJ. STREET
PEAKS
(PM)
SATURDAY
SUNDAY
210
PER UNIT
22 SFD UNITS 9.57
PROJECT
210
PER UNIT
0.75
PROJECT
17
PER UNIT
1.01
PROJECT
22
PER UNIT
10.1
PROJECT
222
PER UNT
8.87
PROJECT
195
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8 TH/APT UNITS 5.86
47
.44
4
.52
4
5.67
45
4.84
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TOTAL TRIPS GENERATED
257
20
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26
267
234
EEJ
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VICINITY MAP
SCALE: 1"=2000 FEET
APPROVALSDATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONNING
ENGINEERING
INSPECTIONS
CHITECTUAL REVIEW BOARD
FIRE RESCUE
ALBEMARLE COUNTYSERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
OPEN SPACE CALCULATIONS:
TOTAL SITE AREA 229,211 S.F.
OPEN SPACE REQUIRED 57,303 S.F. (25%)
OPEN SPACE PROVIDED 65,428 S.F. (28.5%)
AREA CALCULATIONS:
TOTAL SITES AREA
5.26
AC.
(100%)
LOTS
2.91
AC.
(55.3%)
PUBLIC RIGHIT OF WAY
0.43
AC.
(8.1%)
PRIVATE RIGHT OF WAY
OPEN SIPACE
0.40
1.50
AC.
AC.
(7.6%)
(29%)
- 1-i V ti i il' 1 �Y1�i1 i
Corrsr;s `ii
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thy. Board of Sajpo_,�IVDTZ
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��AyTH �F
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Christopher C. Mulligan
Lic. No.
031672 �W4
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SHEET 4 - - ------ EXISTING CONDITIONS
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LANDSCAPING - •.
SHEET 10A ------ LINE OF SIGHT EXHIBIT
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENT OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. 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 MAY BE REQUIRED WHEN IN THE OPINION
OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION _NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE
BY THE: COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY
DEVELOIPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES
OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10
OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT -(OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE
OUTFALIL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END
TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE: REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, 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.
5. WHERE TURBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B, OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS
SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION.
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION,
THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. 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.
10. TRAFFICCONTROL 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.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT S-TANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE
MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE
ROAD P'ROFILES.
13. A VIDEO) CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE
DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE
CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A
VDOT OR COUNTY INSPECTOR PRESENT.
J
REVISIONS
July 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2015
ZMA Comments
March 29, 2015
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 10, 2015
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REVISIONS
July 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2015
ZMA Comments
March 29, 2015
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 10, 2015
FILE NUMBER
8188
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REVISIONS
June 031, 2015
ZMA Comments
Jan. 12;, 2016
March 07, 2016
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 10, 2015
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REVISIONS
June 031, 2015
ZMA Comments
Jan. 12;, 2016
March 07, 2016
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 10, 2015
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SEE NOTE FOR ROAD
EXTENTION CRITERIA -
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GARY D. ROOKS, JR.
BREND L. BROOK
TM 90-30
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Building Setback /Separation Table
Building Setback (tines (BSL)
Lot Front Yard Rear Yard Alternate Corner / side Side Building Separation
Number Minimum Minimum Minimum
Lot # 1 25 Feet 25 Feet ----- Lot 1/2 15' minimum side separation between buildings
Lot # 2 25 Feet 25 Feet ---- Lot 2/3 15' minimum side separation between buildings
Lot # 3 25 Feet 25 Feet ----- Lot 3/4 15' minimum side separation between buildings
Lot # 4 25 Feet 25 Feet ----- Lot 4/5 15' minimum side separation between buildings
Lot # 5 25 Feet 25 Feet - -- Lot 5/6 15' minimum sitde separation between buildings
Lot # 6 1 25 Feet 1 25 Feet ---- Lot 6/7 15' minimum side separation between buildings
I-ot # 7 25 Feet 25 Feet 20 Feet Lot 7/8 --------
Lot # 8 25 Feet 25 Feet 15 Feet Lot 8/9 15' minimum siide separation between buildings.
....;
Lot # 9 25 Feet 20 Feet ----- Lot 9/10 15' minimum sidle separation between buildings
Lot # 10 25 Feet 20 Feet ----- Lot 10/11 10' minimum side separation between buildings
Lot # 11 25 Feet 20 Feet ----- Lot 11/12 10' minimum sidle separation between buildings
Lot # 12 25 Feet 20 Feet ----- Lot 12/13 10' minimum sidle separation between buildings
Lot # 13 25 Feet 20 Feet --- Lot 13/14 10' minimum side separation between buildings
Lot # 14 25 Feet 20 Feet ----- Lot 14/15 10' minimum side separation between buildings
Lot # 15 25 Feet 20 Feet 15 Feet Lot 15/16 -------
Lot # 16 25 Feet 20 Feet 20 Feet Lot 16/17 10' minimum side separation between buildings
Lot # 17 25 Feet 20 Feet ----- Lot 17/18 10' minimum side separation between buildings
Lot # 18 25 Feet 20 Feet ----- Lot 18/19 10' minimum side separation between buildings
Lot # 19 25 Feet 20 Feet ----- Lot 19/20 10' minimum side separation between buildings
Lot # 20 25 Feet 20 Feet ----- Lot 20/21 10' minimum side separation between buildings
Lot #21 25 Feet 20 Feet ----- Lot 21/22 10' minimum side separation between buildings
Lot # 22 25 Feet 20 Feet ----- Lot 22/23 15' minimum side separation between buildings
Lot # 23 12 Feet 35 Feet ----- Lot 23/24 Attached dwellings shall have no side yard between units
Lot # 24 12 Feet 35 Feet ----- Lot 24/25 10' minimum side separation between buildings
Lot # 25 12 Feet 35 Feet ---- Lot 25/26 Attached dwellings shall have no side yard between units
Lot # 26 12 Feet 35 Feet 10 Feet Lot 26/27 Attached dwellings shall have no side yard between units
Lot # 27 12 Feet 35 Feet 10 Feet Lot 27/28 Attached dwellings shall have no side yard between units
Loft # 28 12 Feet 35 Feet ----- Lot 28/29 10' minimum side separation between buildings
Lot # 29 12 Feet 35 Feet ----- Lot 29/30 Attached dwellings shall have no side yard between units
Lot # 30 12 Feet 35 Feet ----- Lot 30/1 15' minimum side separation between buildings
Note 1: There are no maximum front, rear, or side setbacks on any lot.
Note 2: Porch, Roof & Architectural features may encroach into the front yard setback up to 5 feet where it does not interfere with the 18
foot minimum driveway depth or proposed easement locations.
Note 3: * Overhangs may encroach into the side yard setbacks up to12", where the separation between buildings shall be a minimum of 10'.
foco
f
In
Iti
a
AR. WIDT4
GRADING
EASEMENT
- -- - ----- ---
3 -BOARD FARM FENCE EX, GRAVEL DRIVE 10' LANDSCAPE
W/ 4"x4 " W.W. FENCING EASEMENT
EXIS-TING 30'
�CC
D.B. E 11911, PG. 396
HATHAWAY (ROAD EXTENSION NOTES:
THIS HATCHED PORTION OF THE ROADWAY AND SIDEWALK
WILL BE CONSTRUCTED AS CLOSE TO THE PROPERTY LINE
AS POSSIBLE WITH NO CLEARING OR GRADING PERMITTED
TO OCCUR ON THE ADJACENT PROPERTY, ALSO KNOWN AS
TMP 90-30.
UPON EXTENTION OF HATHAWAY STREET, THE
DOUBLE—SIDED, VPERTICAL BOARD—ON BOARD FENCING
SHALL BE REMOVEED FROM THE LIMITS OF THE RIGHT OF
WAY.
GARY D. BROOKS, SR. AND
MYRTLE T. BROOKS
TMP 90-30A
ZONING: R-1
EX. USE: RESIDENTIAL
SITE PLAN NOTES
1. SIGNS ARE NOT PART OF THE REZONING PROCESS AND WILL REQUIRE A SEPARATE PERMIT.
2. THE PROJECT 1S TO AMEND AN EXISTING PLANNED DEVELOPMENT DISTRICT AND THE
AMENDMENT SHALL REDEFINE THE CONDITIONS FOR THE ENTIRE AREA WITHIN THE DISTRIICT.
3. THE LANDSCAPE EASEMENT WITHIN AVON I OPEN SPACE SHALL BE PLANTED AT THE FIRST
GROWING SEASON FOLLOWING THE ISSUANCE OF THE SEVENTH CERTIFICATE OF OCCUPANCY.
THE SCRIM FENCE SHALL BE INSTALLED ALONG AVON I TO PROTECT THE PLANTINGS Ah+1D
PROVIDE THE EXISTING RESIDENTS AN ADDITIONAL VISUAL SCREEN DURING CONSTRUCTION FOR
LOTS 1-9. THE PROPOSED HEIGHT OF THE SCREEN SHALL NOT EXCEED 6 FEET.
EX, TE! -E.
PE
10' LANDSCAPE
EX. GRAVEL DRIVE NOBEL HEIGHT
I
I
JOHN A. AND RUBY T
BROOKS
TMP 90-308
ZONING: R-1
EX. USE: RESIDENTIAL
(
AOX'TH Op 1>
I �O G?✓
Christopher C. Mulligan
Lic. No.
031672
ss'd ONAL
13
EO
W
TW
C0 VJ
W
W
W
SCALE 1"=30'
30 0 30 60
SCALE IN FEET
--
- - - - - -
- - - - - - J
<*
-- —
— --- — — —
— -- — — — — —
-- — — — ——
1
M
(-
-------
J
- -- - ----- ---
3 -BOARD FARM FENCE EX, GRAVEL DRIVE 10' LANDSCAPE
W/ 4"x4 " W.W. FENCING EASEMENT
EXIS-TING 30'
�CC
D.B. E 11911, PG. 396
HATHAWAY (ROAD EXTENSION NOTES:
THIS HATCHED PORTION OF THE ROADWAY AND SIDEWALK
WILL BE CONSTRUCTED AS CLOSE TO THE PROPERTY LINE
AS POSSIBLE WITH NO CLEARING OR GRADING PERMITTED
TO OCCUR ON THE ADJACENT PROPERTY, ALSO KNOWN AS
TMP 90-30.
UPON EXTENTION OF HATHAWAY STREET, THE
DOUBLE—SIDED, VPERTICAL BOARD—ON BOARD FENCING
SHALL BE REMOVEED FROM THE LIMITS OF THE RIGHT OF
WAY.
GARY D. BROOKS, SR. AND
MYRTLE T. BROOKS
TMP 90-30A
ZONING: R-1
EX. USE: RESIDENTIAL
SITE PLAN NOTES
1. SIGNS ARE NOT PART OF THE REZONING PROCESS AND WILL REQUIRE A SEPARATE PERMIT.
2. THE PROJECT 1S TO AMEND AN EXISTING PLANNED DEVELOPMENT DISTRICT AND THE
AMENDMENT SHALL REDEFINE THE CONDITIONS FOR THE ENTIRE AREA WITHIN THE DISTRIICT.
3. THE LANDSCAPE EASEMENT WITHIN AVON I OPEN SPACE SHALL BE PLANTED AT THE FIRST
GROWING SEASON FOLLOWING THE ISSUANCE OF THE SEVENTH CERTIFICATE OF OCCUPANCY.
THE SCRIM FENCE SHALL BE INSTALLED ALONG AVON I TO PROTECT THE PLANTINGS Ah+1D
PROVIDE THE EXISTING RESIDENTS AN ADDITIONAL VISUAL SCREEN DURING CONSTRUCTION FOR
LOTS 1-9. THE PROPOSED HEIGHT OF THE SCREEN SHALL NOT EXCEED 6 FEET.
EX, TE! -E.
PE
10' LANDSCAPE
EX. GRAVEL DRIVE NOBEL HEIGHT
I
I
JOHN A. AND RUBY T
BROOKS
TMP 90-308
ZONING: R-1
EX. USE: RESIDENTIAL
(
AOX'TH Op 1>
I �O G?✓
Christopher C. Mulligan
Lic. No.
031672
ss'd ONAL
13
EO
W
TW
C0 VJ
W
W
W
SCALE 1"=30'
30 0 30 60
SCALE IN FEET
REVISIONS
June 03, 201.5
ZMA Comments
Jan. 12, 2018
March 07, 2016
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 10, 2015
CONTOUR INTERVAL
2 FOOT
<*
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REVISIONS
June 03, 201.5
ZMA Comments
Jan. 12, 2018
March 07, 2016
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 10, 2015
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
I
------------
SHEET
50F10
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w
•
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f
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a
0
FILE NUMBER
8188
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------------
SHEET
50F10
54' R -O -W
27'
SECTIONTYPICAL
HATHAWAY STREET
TO STRATFORD,
54' R -O -W
27'
- -
F
POINT OF
T-
POINT OF $
R/W
R
HATHAWAY STREET
?.�
MAi
5
NISHED
3 0
FINISHED
VDOT STD
4" 3000 PSI
VDOT STD
VDOT ST'D
GRADE
`7
VDOT STD
CG -6
CONCRETE
3 ;1
4" UD -4
CG -6
33 R -O -W
1.5" SM -9.5
CG -6
3 :1
R/W
POINT OF
R/W
5.5'
5'
6" VDOT 21B�P
11 PLANTING
CONCRETE
2' 0.5'
STRIP
6" VDOT 21B
f
2.5" BM -25
6" 216
r �.,?
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CG -6 1.5SM-9.5 CG -6
4' VDOT 21B
3' l
(EXTEND BAS
``4"
2.5" 2.5" BM -25
6" 21
"
6 VDOT 21B
TONE BASS
STONE BASE
10.5'
3
UD -4
14'
SUB -BASE
4' UD -4
EXTEND 1.0
TRAVEL LANE
TRAVEL LANE
STONE BASE
UNDERDRAIN
0.5' 2'
BASF
UNDERDRAIN
)
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0 04
s
�E
10.5'
SUB -BASE
14'
14'
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2' 4'
PLANTING
4' 2'
TRAVEL LANE
TRAVEL LANE
CONCRETE
PLANTING
CONCRETE
TRAVEL LANE
STRIP
0.5' 2'
SIDEWALK
STRIP
2' 0.5'
STRIP
SIDEWALK
SIDEWALK
27'
SECTIONTYPICAL
HATHAWAY STREET
TO STRATFORD,
54' R -O -W
27'
27" 1 27'
- -
F
TYPICAL SECTION
R/W
POINT OF $
R/W
4" 3000 PSI
HATHAWAY STREET
I
POINT OF C
5
CONCRETE
3 0
FINISHED
VDOT STD
3:
VDOT STD
GRADE
1.5" SM -9.5
`7
8' SIDEWALK8'
CG -6
STONE BASE
SIDEWALK
4" UD -4
TONE BASS
33 R -O -W
& MAINT. ESMT.
UNDERDRAIN
3 :1
R/W
POINT OF
R/W
5.5'
5'
6" VDOT 21B�P
11 PLANTING
CONCRETE
2' 0.5'
STRIP
eTONE BAS
EXTEND 1.0
f
2.5" BM -25
6" 216
4" VDOT 21A
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CG -6 1.5SM-9.5 CG -6
4" UD -4
CONCRETE
SUB -BASE
Z
'�
UNDERDRAIN
4" VDOT 21A
4" VDOT 21A
1
10.5'
3
14
14'
"4"
PLANTING
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TRAVEL LANE
TRAVEL LANE
STONE BASE
STRIP
0.5' 2'
BASF
STONE BASE
27" 1 27'
11' SIDEWALK
& MAINT. ESMT.
TYPICAL SECTION
iATFORD r PUBLIC
•'. TO II,
38' R -O -W
11' SIDEWALK
& MAINT. ESMT.
TYPICAL SECTION
R/W
POINT OF $
Z
4" 3000 PSI
HATHAWAY STREET
VDOT STD
5
CONCRETE
3 0
CG -6
VDOT STD
FINISHED
GRADE
"'Y =
N.T.S.
4" VDOT 21 B
`7
8' SIDEWALK8'
6" VDOT 21B
STONE BASE
SIDEWALK
4" UD -4
TONE BASS
33 R -O -W
& MAINT. ESMT.
UNDERDRAIN
EXTEND 1.0)
R/W
POINT OF
R/W
5.5'
5'
0
11 PLANTING
CONCRETE
2' 0.5'
STRIP
SIDEWALK
f
11' SIDEWALK
& MAINT. ESMT.
TYPICAL SECTION
iATFORD r PUBLIC
•'. TO II,
38' R -O -W
11' SIDEWALK
& MAINT. ESMT.
TYPICAL SECTION
R/W
POINT OF $
Z
R/W
HATHAWAY STREET
5
4' 3000 PSI
STRATFORD WAY INTX TO END
VDOT STD
FINISHED
GRADE
1
N.T.S.
4" 3000 PSI
8' SIDEWALK8'
z
CONCRETE
SIDEWALK
& MAINT.
ESMT.
33 R -O -W
& MAINT. ESMT.
CG -6
Z
W
R/W
POINT OF
R/W
f
ti i
0
4" 3000 PSI
f.
FINISHED
VDOT STD GRADE VDOT STD
4' 3000 PSI
f
3 .
CONCRETE
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` rx
CONCRETE
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4" VDOT 21A
4" VDOT 21A
1
3
4' VDOT 21A
4" VDOT 21A
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a VDOT 218
VDOT 21A
6" 21B
STONE BASE
STONE BASE
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BASF
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1' BEYOND B.C.
SUB -BASE
(EXTEND 1.O
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5'
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10' 10'
4' 2'
5'
0.5'
CONCRETE
6' PLANTING
TRAVEL LANE
TRAVEL LANE
6' PLANTING
CONCRETE
SIDEWALK
STRIP
0.5' 2'
2' 0.5'
STRIP
SIDEWALK
11' SIDEWALK
& MAINT. ESMT.
TYPICAL SECTION
iATFORD r PUBLIC
•'. TO II,
38' R -O -W
11' SIDEWALK
& MAINT. ESMT.
19'
VDOT STD
CG -6 1.5" SM -9
SEE GRADING -�
4"VDOT 21A
STONE BASE
1' BEYOND B.C. 6" 21B!
SUB -BASE
2' 10'
TRAVEL LANE
0.5"
19'
42' ACCESS & PARKING EASEMENT
POINT OF
LC FINISHED
GRADE VDOT STD
CONC. WHEEL CG -6
MIN. 1/4":1' --.c STOP
2.5 BM -25 4' VDOT 21A
STONE BASE
12, 18, 1' BEYOND B.C.
TRAVEL LANE PARKING
SPACE 1' 2' 0.5'
TYPICAL SECTION
PRIVATE PARKIN (HOA)
N.T.S.
16' EMERGENCY ACCESS EASEMENT
POINT OF
ESMT. FINISHED
GRADE
�--
1/4": 1'
8" 21B
SURFACE
PREPARED SUBGRADE
95% COMPACTION
7.5' 1 7.5'
TYPICALSECTION
15'EMERGENCY ACCESS ROADWAY
STA. 8+28 TO 4+53.64 (AVON STREET EXIM)
in
R/W
POINT OF $
Z
R/W
5
4' 3000 PSI
VDOT STD
FINISHED
GRADE
1
VDOT STD
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z
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TRAVEL LANE
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19'
42' ACCESS & PARKING EASEMENT
POINT OF
LC FINISHED
GRADE VDOT STD
CONC. WHEEL CG -6
MIN. 1/4":1' --.c STOP
2.5 BM -25 4' VDOT 21A
STONE BASE
12, 18, 1' BEYOND B.C.
TRAVEL LANE PARKING
SPACE 1' 2' 0.5'
TYPICAL SECTION
PRIVATE PARKIN (HOA)
N.T.S.
16' EMERGENCY ACCESS EASEMENT
POINT OF
ESMT. FINISHED
GRADE
�--
1/4": 1'
8" 21B
SURFACE
PREPARED SUBGRADE
95% COMPACTION
7.5' 1 7.5'
TYPICALSECTION
15'EMERGENCY ACCESS ROADWAY
STA. 8+28 TO 4+53.64 (AVON STREET EXIM)
in
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 20116
March 07, 2015
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 110, 2015
e�
SCALE
1 "= 30' HORZ
CONTOUR INTERVAL
2 FONT
Z
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0
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REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 20116
March 07, 2015
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
DATE
Feb. 110, 2015
e�
SCALE
1 "= 30' HORZ
CONTOUR INTERVAL
2 FONT
I
PALE NUMBER
8188
SHEET
6 OF 10
Z
5
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SHEET
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\
\
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/
/
/
/
/
/
/
/ / ---
ALONG PAR;CEL FRONTAGE ONhP 90-25 /
BE IMPROVED TO un—/ /
ZONING: /
' VDOT STD' AS REOU|RED/�� U�� RESIDENTIAL
/ '
/
| / /
\\
X\BENCH m� Rv[iCONTROL POINT T-5000, NAIL
� |
ANU IFLASHLR. ELEVATION 586.27
LEWIS,, NORMA M. TRUSTEE
TMP 90-24
ZONING: R
Eki USE: RESIDENTIAL
EXO'X20
DRAINAGE EMERGE Y ACCESS
SMT
A CCE
, %NENA
X.
A�ONG PARC FRONTAGE
SH \LL TE IMP 'VED TO
'VD D'S, AsREQUIRED
ESM I.
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rs
ZONING: R-1
EX. USE: RESIDENTIA
-<�VARFABLE '00TH
JOHN A. AND RUBY T. BROOKS
/ t ACCESS /EASEMENT
TMP 90 7 30B
EX. U SE: RESIDENTIAL
EX, Ek
- A I ]X6T
CARPORT
STORMWATER MANAGEMENT NOTES
1. THE EXISTING SITE CONDITIONS MAY WARRANT GRADING CHANGE5 FXRE �DENC
TO ACCOMMODATE SLOPE GRADING STAB|UZATON FUNCTIONALITY
(
' ' ' '
&DESQN OF THE BMP FACILITIES.THE GRADING WILL BE
ADJUSTED AS NECESSARY TO MEET SLOPE AND OTHER
STORWWATER COMPLIANCE REQUIREMENTS
2. THE STORK4VYATER MANAGEMENT FAC\UTlEE3 WILL PROVIDE THE�LT H op
ADDITIONAL DETENTION NECESSARY TO ELIMINATE THE NEED FOR
OFFSITE DRAINAGE IMPROVEMENTS.VA
3' POOR 30L INFILTRATION RATES MAY REQUIRE THAT UNDERDRA]NS
BE INSTALLED FOR THE INFILTRATION AREA. Christopher C. Mulligan
4. AN EXTENDED DETENTION FACILITY SHALL BE CONSTRUCTED ABOVE Lic. No.
GROUND ON THE SLOPE WHERE THE HIGH FREQUENCY STORM 031672
EVENTS SHALL BE PIPED INTO AN UNDERGROUND INFILTRATION
AREA TO MEET THE CURRENT VIRGINIA FRUNOFF REDUCTION IONAL
STANDARDS, THE TREATMENT TRAIN 8HA[LL PROVIDE FOR THE
PROPOSED 37% IMPERVIOUS COVER CON0|7lON' THE COMBINATION
' \ \
OF BWp'S WILL PROVIDE WATER QUALITY AND QUANTITY CONTROL
FOR THE IMPACTS ASSOCIATED NTH THIS DEVELOPMENT.
CONTOUR INTERVAL
2 FOOT
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0
LC
0
LU
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CONTOUR INTERVAL
2 FOOT
FILE NUMBER
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8188
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LC
0
FILE NUMBER
�
8188
Ul
GALVAN I Z
GUY WI
GALVANIZED_
GUY WIRE
SHREDDED HARDWOOD
BARK MULCH
"X2" HARDWOOD
TAKES
2"X2" HARDWOOD
'^STAKES
RAPPING
STREET TREE REQUIREMENTS, NOTES & DETAILS
STREET TREE CALCULATIONS ® EXISTING AVONSTREET EXTENDED
244.5 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 35 LINEAR FEET = 7.0 STREET TREES REQUIRED
/--�� 7 STREET TREES PROVIDED
TREET REE CALCULATIONS - HATHAWAY STREET
484 LINEAR EET OF ROAD FRONTAGE @ 1 TREE / 35 LINEAR FEET = 13.8 STREET TREES REQUIRED
14 STREET TREES PROVIDED
ST E T TREE CALCULATIONS - T TFO
125 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 35 LINEAR FEET = 35.8 STREET TREES REQUIRED
1
36 STREET TREES PROVIDED
LANDSCAPED PARKINGCALCULATIONS
10 SPACES @I TREE / 10 SPACES= 1 TREES REQUIRED
SITE TREE CANOPY CALCULATIONS
GROSS SITE AREA 229,211 SF
REMOVE BURLAP FROM OPEN SPACE — 61,008 SF
TOP 1/3 OF BALL 207. SITE CANOPY REQUIRED = 33,641 SF
TOTAL SITE CANOPY PROVIDED = 33,650 SF (20.07.)
EARTH BERM
iAR0UND TREE
REMOVE BURLAP FROM
TOP 1/3 OF BALL
2" X 4" WI R E
MESH
r r r
so
REFER TO LANDSCAPE
PLAN FOR REQUIRED
SHRUBS
z
8' 0.C.
4'
T
;PLIT POLE POST
1 X 6 RAIL, 10" SPACING
BTWN RAILS. ATTACHED TO
POST W/ (2) 8d GALV.
TWIST NAILS; TYP.
1 X 6 COVER BD.
ATTACHED TO POST W/ (2)
12d GALV. TWIST NAILS
PER RAIL.
SET POST A MIN. OF 3' IN
GROUND W/QUICK DRYING
CEMENT (OR EQUAL)
3-13 OARD FARM FENCING
BERM
) BED
1 TREES PROVIDED
SWM/BMP AREAS LANDSCAPING STANDARDS
24'
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2018
March 07, 2016
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
HATE
Feb. 10, 2015
CONTOUR INTERVAL
2 FOOT
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REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2018
March 07, 2016
ZMA Comments
March 29, 2016
Add Sheet 10A
May 24, 2016
ZMA Comments
HATE
Feb. 10, 2015
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
10 OF 10
Sz
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FILE NUMBER
8188
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REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2018
ZMA Comments
March 29, 201+6
Add Sheet 10A
May 24, 2018
ZMA Comments
DATE
MARCH 28, 2015
SCALE
1 "=50'' H/ORZ.
1 "=50' V ERT.
CONTOUR INTERVAL
2 FOOT
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REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2018
ZMA Comments
March 29, 201+6
Add Sheet 10A
May 24, 2018
ZMA Comments
DATE
MARCH 28, 2015
SCALE
1 "=50'' H/ORZ.
1 "=50' V ERT.
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
10A OF 10
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FILE NUMBER
8188
SHEET
10A OF 10