HomeMy WebLinkAboutSDP201500035 Letter of Revision Letter of Revision 1 2016-11-04SITE DATA
OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT DAVE BROCKMAN
1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE
CROZET VA, 22932 CELL: (702)-985-9088
dave@oidtrailvilic7ge.com
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No: A PORTION OF 055EO-01-00-000AI
ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA2015-00001 APPROVED ON FEBRUARY 10, 2005
USE: 9 SINGLE FAMILY DETACHED UNITS
16 SINGLE FAMILY ATTACHED UNITS
BUILDING HEIGHT. ON OCTOBER 7, 2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL
EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO
PERMIT A BUILDING HEIGHT ABOVE THE MAXIMUM 2.5 STORIES PERMITTED IN
BLOCK 27, SUBJECT TO THE FOLLOWING CONDITION:
1. NO BUILDING HEIGHT SHALL BE ABOVE 3.5 STORIES.
SETBACKS: ON OCTOBER 7, 2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL
EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO
REDUCE SETBACKS IN BLOCK 27, SUBJECT TO THE FOLLOWING CONDITIONS:
1. LOTS 10-25 SHALL HAVE FIVE FOOT FRONT, 0 FOOT SIDE AND FIVE FOOT
REAR SETBACKS.
2. LOTS 1-9 SHALL HAVE FIVE FOOT FRONT, SIDE AND REAR SETBACKS.
LOT AREAS: ON OCTOBER 7, 2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL
EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO
PERMIT LOT SIZES BELOW 4,000 SQUARE FEET IN BLOCK 27, SUBJECT TO THE
FOLLOWING CONDITION:
1. NO LOT SIZE FOR A SINGLE-FAMILY DWELLING SHALL BE BELOW 1,500
SQUARE FEET.
MAXIMUM LOT COVERAGE FOR SINGLE FAMILY IS 60%
LOT SQUARE FOOTAGE LOT COVERAGE
1 5190 39%
2 5473 54%
3 4597 47%
4 4839 53%
5 5416 45%
6 5842 50%
7 5017 47%
8 5067 58%
8
10 2424 37%
11 1540 58%
12 1540 58%
13 1995 45%
14 1995 45%
15 1540 58%
16 1540 58%
17 1926 46%
18 2394 37%
19 1542 58%
20 1542 58% (ACCESSORY)
21 1976 45%
22 2020 44%
23 1542 58% (ACCESSORY)
24 1542 58%
25 1896 47%
AREA SUMMARIES.
GROSS RESIDENTIAL
DENSI TY.•
PROPOSED
IMPERVIOUS AREA:
PROPOSED
TURF AREA:
PARKING REQUIRED.,
PARKING PROVIDED:
MAGISTERIAL DISTRICT.•
DRAINAGE DISTRICT:
WA TERS'HED:
TOPOGRAPHY:
DATUM:
CRI TI CAL SLOPES.
FLOODPLAIN:
EROSION CONTROL
& SWM:
LANDSCAPING.
LIGHTING:
LOTS 1.714 Ac.
OPEN SPACE 0.177 Ac.
PUBLIC R -O -W 1.025 Ac.
PRIVATE R -O- W 0.244 Ac.
TOTAL AREA 3.16 Ac.
8.0 DWELLING UNITS PER ACRE
92,253 S. F
43,828 S.F.
2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2' x 25 = 50 SPACES
ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 25 = 6.25 SPACES
TOTAL SPACES REQUIRED = 50 + 7 = 57 SPACES
50 SURFACE SPACES + 50 GARAGE SPACES = 100 SPACES PROVIDED
WHITE HALL MAGISTERIAL DISTRICT
LICKINGHOLE CREEK
LICKINGHOLE CREEK
LOUISA AERIAL SURVEYS, AUGUST 2012
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP
COMMMUNI TY PANEL NUMBER 510006 0237 D.
FINAL SITE PLAN SDP2015-00035 by RGA last dated 12/8/2015
VICINITY MAP
SCALE: 1'=1000 FEET
DEVELOPMENT CHART
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR 30
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EXISTING CURB AND GUTTER
EX. C&G
PROPOSED CURB AND GUTTER
CG -6
TRANSITION FROM CG -6 ROLL-TOP
CG -6 ROLL-TOP
PROPOSED REDUCER
EX. 15" RCP
EXISTING STORM SEWER
S.F. TOWN CONDO /
ATTACHE HOUSE APARTMENT TOTAL UNITS
D UNITS UNITS UNITS
DENOTES LO OF STD. VDOT
15" RCP
PROPOSED STORM SEWER ---
TOTAL AFFORDABLE UNITS
EXISTING SANITARY SEWER -
o
PROPOSED SANITARY SEWER
12
PROPERTY LINE
1A
EASEMENT LINE
24,231
CENTERLINE
0
LIMITS OF CLEARING AND/OR GRADING
EXISTING SPOT ELEVATION = t
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP' LINE
EXISTING TREE D EX. 15' OAK
PROPOSED TREE GB
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
AREA
(AC)
PROPOSED FIRE HYDRANT
c
EXISTING WATER VALVE--
-
PROPOSED WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
41
PROPOSED REDUCER
10
HANDICAP RAMP (CG -12)
S.F. TOWN CONDO /
ATTACHE HOUSE APARTMENT TOTAL UNITS
D UNITS UNITS UNITS
DENOTES LO OF STD. VDOT
MARKET RATE UNITS
)AN
CG -12 AND OR JURISDICTIONAL
TOTAL AFFORDABLE UNITS
STANDARD ANCONSTRUCTION
REQUIRED FOR RENT
FOR ACCESSORY
AFFORDABL SALE APARTMENT
E S
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
1A
BENCHMARK
24,231
CRITICAL SLOPE
SLOPES TO BE SEEDED, MULCHED &TACKED
0
VEHICLES PER DAY COUNT
1,234 VPD
PROPOSED STREET NAME SIGN
-
EXISTING SIGN
�-
PROPOSED SIGN
-s -
SANITARY MANHOLE IDENTIFIER
18
0
7
STORM DRAIN STRUCTURE IDENTIFIER
12
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. VDOT MUST BE CONTACTED
AT LEAST 46 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CSR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
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 IN.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
BLOCK
AREA
(AC)
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAIL
AREA
(SQ.
FT.)
RESIDENTIAL UNITS (1)
S. F.
DETACHED
UNITS
S.F. TOWN CONDO /
ATTACHE HOUSE APARTMENT TOTAL UNITS
D UNITS UNITS UNITS
GROSS
RESIDENTIA
L DENSITY
(DU/AC)
MARKET RATE UNITS
AFFORDABLE UNITS
TOTAL AFFORDABLE UNITS
TOTAL #
% OF TOTAL
MARKET
UNITS
RATE UNITS
REQUIRED FOR RENT
FOR ACCESSORY
AFFORDABL SALE APARTMENT
E S
TOTAL
NUMBER
OF UNITS
% OF
BANKED
TOTAL
UNITS UNITS
TOTAL
COMPLETE
D UNITS
1A
2.17
24,231
10,855
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
7
1 B & 3C
2.74
28,731
14,500
0
0
19
30
49
17.9
1 39
80%
7
0
8
0
8
16%
1
0
2
4.9
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
0
3A
3B
3D
6.8
2,500
0
0
0
0
0
0
4.1
0
0%
0
0
0
0
0
0%
0
0
0 0
0
0 25 0 25
19 76%
4 6 0 0
6
24% 2
6
0 0
3
0 0 0 3
3 100%
0 0 0 0
0
0% (0))
0
4
3.1
4,500
4,500
0
10
18
8
36
11.7
28
78%
5
8
0
0
8
22%
3
8
12/15/31A
5.1
0
0
30
7
12
9
58
11.4
43
74%
9
6
0
9
15
26%
6
0
10/16/17/18/30
18.33
0
0
38
41
25
0
1104
5.7
21
20%
16
0
0
16
16
15%
0
0
11
2.7
0
0
4
11
17
0
32
11.7
27
84%
5
5
0
0
5
16%
0
3
13
3.7
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
0
0%
(4)I
0
14
4.4
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
(3)I
0
20/21
5.4
360
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
0
23
3.4
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
(2)I
0
27
3.16
0
0
9
0
16
2
27
8.5
25
93%
4
0
0
2
2
7%
(2)I
0
28/2913/35A
7.9
0
0
32
0
0
0
32
4.1
32
100%
5
0
0
0
10-1-0%
(5)I
0
29A
1.7
0
0
6
0
0
0
6
3.5
6
100%
1
0
0
0
O 1
0%
1
0
3113 & C
1.2
0
0
0
0
14
0
14
11.5
0
0%
2
14
0
0
14
100%
12'
0
35
1.9
0
0
7
0
0
0
7
3.7
7
100%
1 1
0
0
0
0
0%
(1)I
0
TOTAL
62.8
109,351
29,855
178
82
146
87
493
7.9
34370%
74
39
15
27
81
16%
7
24
EFFECTIVE DATE. FEBRUARY 4, 2005. Note: Block
PHASE I & II EROSION CONTROL PROVIDED BY THE EXISTING SEDIMENT BASIN Total quanity of accessory units might change with addition of other types of affordable units on future phases.
ADJACENT TO OLD TRAIL DRIVE (CONSTRUCTED THROUGH WPO201400004).
WPO201400004 PROVIDES WATER QUALITY/QUANTITY COMPLIANCE.
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES
AND DETAILS.
I. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE-HALF
FOOT CANDLE.
3, ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT
THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
hl
r° Ur IU IAL Ar-r-UKUAl UNI 15 421.1% 1;3.`7"/o 03.3"7° NET BANKED 7
UNITS AVAILABLE
(1) HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND
TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS. EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL
DESIGNATE THE LOTS OR UNITS, AS APPLICABLE. THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF PROFFER #2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER #2 OF
ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR SITE PLAN SHALL CONSTITUTE A MINIMUM OF FIFTEEN PERCENT
(15%) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN.
(2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40%) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS.
(3) WHEN BUILT -OUT, NO MORE THAN THIRTY (30%) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS.
(4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30%) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS. "ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED
IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 5.1.34, AND A UNIT WITHIN A TWO-FAMILY DWELLING AS A TWO FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
(5) THE OWNER MAY "CARRY-OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE
EXCEED THE FIFTEEN PERCENT (15%) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15%) OF THE TOTAL
UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN.
(6) THERE ARE NO OPEN SPACES AND/OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT
PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT.
(7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE, POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT
AS SPECIFIED ON PAGE 21 OF THE CODE OF DEVELOPMENT FOR OLD TRAIL VILLAGE.
NOTES:
1. BLOCK 3C CONTAINS 13 AFFORDABLE APARTMENT UNITS BY DEFINITION. HOWEVER, BASED ON THE APPROVED CODE OF DEVELOPMENT AND PROFFERS, ONLY 30% OF THESE UNITS CAN COUNT TOWARD THE
AFFORDABLE HOUSING REQUIREMENT. 15% ARE USED WITHIN THIS BLOCK AND AN ADDITIONAL 15% ARE BEING BANKED FOR FUTURE DEVELOPMENT REQUIREMENTS WITHIN THE OTHER BLOCKS, THE CHARTS HAVE
BEEN UPDATED TO REFLECT THAT ONLY 8 UNITS OF THE 13 UNITS CAN BE COUNTED AS AFFORDABLE UNITS, AND THE OTHER "AFFORDABLE" UNITS HAVE BEEN LISTED AS MARKET RATE UNITS.
r
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WILLIAM'
J."-.l.EDBETTER
Lic. No. 1507-B
Cq/vD SUR�E�O.'
Subirnittal Type
Reviewed and Approved by the
Community Development Department
Date
Signature
I
ARCHITECTUAL REVIEW
FIRE RESCUE
REVISIONS
11/4/2016
Correction to
Zoning Note
DATE
August 23, 2016
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11/4/2016
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j DRAINAGE ESMT. i I I! Top=677.36
22$ /�1�_ Invinv(668.23
Dut 668 03
of CO
91'56 j F ! o 11'j
Lickinghole 1-17 (§5p
Top=674.26 R�
/ Inv In =669.22 O
E RADIUS = 335.00' I i 22 PRIVATE w= z O
I PI I STATION = 22+86.31 DRAINAGE ESMT. <° o Q
L Inv(Out)=669.02 v
R.0N LENGTH = 195.78' J p CO
N f 225 ;) o o N
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o ' __ R o ss 'f. DIMENSIONS RE CO F
152-1'� -,
150"
� __ 20 ACE OF CURB. ARC LENGTHS
�- O _.r -. - - 4 '' _A.= 45 T _ CGS aRA PRI VA TE - -
IMAGE ES S70WN ARE TO DESIGNATE THE RIGHT OF WAY 8c CL
co
SIGN1 EX. STOP h1 Tra =//9 $' 0� s--- f � 280' HSD lMEINSIONS.
/ \ G- �L //' XN EXIST. .. 9 CG=12
269 F �/ ExIST. j - ---�"� `., ��' :: 2. GARAGES ARE LOCATED 18 OR GREATER FROM
r\-\ �� CC -12 j VAR. WIDTH o o cG-12:
O %� / 9130 %� SIGHT DIST. ( �.
1 I 25 BACK OF CURB AND/OR WALK TO CONTRIBUTE
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EX. NO PARKING SIGN `r o `. (TYP.
EXIST. /- n PI TATION =
/X {1 19 \ /
_�CG-17_ A / '� 10 44.97 cto ;
PI STATIO =
� iiit i i I, O PARLckinghole 1_19 _IN ING SIGN
C�
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Inv(ln)=677. g
y \' , _ ///�_,`.,.,� i t , 49.0 _ _ � 1`� f
42 i- 1':5:3' � j ,
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'1115-
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/ OLDN EES 9 II 0 PARKING SfGN __.
CJ 128 \ 1°+°°'00 �GRO�E Sgt .29 P =i (� 9, -1- - - - - - - - - l; ? !
� . ELEV. = 684.25
BE ON 13 STOP SIGN; s . 77' INTERSECTION
X3178 ELEV• RSEC�1 cn �I co
13+00 ST EET SSI . N ( 20 PRIVATE h 1 +00
3. THE DEVELO ER RESERVES THE RIGHT TO MODIFY
THE BUILDING F OTPRINTS WITHIN THE BUILDING
ENVELOPE.
0
SIGN TYPE
MUTCD SIGN
LABEL
STOP SIGN
R1-1
SPEED LIMIT
R2-1
SIGN
NO PARKING
R8 -3A
SIGN
� LTH of vI:
o
SUR\ 0Q4.
DRAINAGE
/ h 12 > Es T.213III II
J ` \ II / ( J co cn RADIUS =-500.00'
-C1-20\1-2 ( � - a
w 7 � N !v i. 1 � i PI STATION - 13+37.71 � � 'y,
3 6'
Lickin hoBLO
le + iLENGTH 174.53' �n C FCb 7 $ 9 w
Ta =686.22 12+76.0` o o �I <I�
P
Inv(ln)=679.18 \ J I RADIUS = 227.50 134
/ S II I
8 o? I Ii
Inv(Out)=679.10 II PI S FN[IOH = 64.69' 8.5 L_ "o 48A D 09 f ;y� o f IIry II
17 AIN :lu,l;( ':I';,rr, b1:. I i y \ e
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a._
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ST :SIGN R.{�LL�TOP .TO CG -6 ROL A TOP : �. N ' :. N PARKING.: N i) 12+6� 01 ORION LANE
\� N �..._,_...EIIEL ROADS m ! III SII
10+00 BELLGROVE STREET'
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
\^JSI:ALL 1- = J0' 30 15 0 30 60
-
2 ��
10+00,00 ORION LANE
CG -12
EX. CG -6
AVENUE1
EX. CG 6
CG -12
STREET SIGN
- EX. CG -6
/
CliASHLAR
X
ODE:--
90' INTERSECTION
i1
9
o
+ S 59' 56' 1.5" W +
z. 0'-
z
10
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A +
r
0 672.97' o
Existing 61' Pubiic R/W
o
o
II I
--
- -;
EXIST.}
�CG-12
0� EXIST.
10+00 BELLGROVE STREET'
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
\^JSI:ALL 1- = J0' 30 15 0 30 60
\\
2 ��
10+00,00 ORION LANE
15+88.96 ASHLAR AVENUE
\\
ELEV. = 689.94 SCALE IN FEET
/
90' INTERSECTION
i1
9
REVISIONS
11/4/2016
Correction to
Zoning Note
DATE
August 23, 2018
SCALE
1"=80'
T
Z
0
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Z�'�r Z
Z
0�
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z
W 0
J
0 LL
w
>7 0
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FILE NUMBER
8058
SHEET
�i
2/5
NOTE: BEFORE DEMOLITION OF PORTIONS OF
20' PRIVATE
THE EXISTING SANITARY SEWER
DRAINAGE ESMT.
CONTRACTOR MUST SUMBIT A BY-PASS
PUMPING PLAN TO ACSA AT THE (2) 8' 45' BENDS
TIME OF CONSTRUCTION. 1156 j F
0\E
e
TIIE TO EXISTING
ok REMOVE 'am PLUG 225 227;
224
A-
29
STR. #229 WILL NOT BE BUILT UNTIL ALL UPSLOPE AREAS
DRAINING TO STIR. #228 ARE STABILIZED AND THE EX. SEDIMENT Lickinghole 1-16
BASIN IS REMOVED, PER COUNTY INSPECTOR APPROVAL. THESE Top=677.36
UPSLOPE AREAS INCLUDE ALL OF THE CONTRIBUTING RUNOFF A -16) Inv(ln)=668.23
FROM BLOCK 27 AND FUTURE BLOCKS 6,7,26 AND 35. Inv(Out)=668.03
Lickinghole 1-17
Q Q Top=674.26
-22' PRIVATE 611i/1
' I z
Inv(In)=669.22
DRAINAGE ESIVIT. n Inv(Out)=669.02
i Co
231 0
I - 17)-
N 0)
I V,
20'
-ESA4 E
Df?AINACE PR'/ VA T,
T.
—PROP. 12" G.V.
PROP, 2" TEMPORARY
TYPE 'A' BLOWOFF
-PROP. 12"x6" TEE
FIRE HYDRANT ASSEMBLY
Lickinghole 1-15
Top=683.00
Inv(1+667,40 (1-15�
Inv(Out)=667.20 \- -j I '"
J"r H °F
cop,
WILLIAM J. LEDBETTER
Lic. No. 1507—B
<-I/vl) S U F\ 13:01�1
REVISIONS
11/4/2016
Correction to
Zoning Note
DATE
August 23, 2016
SCALE
ill = 301
H 16 �5�
. .... . ......
fi
_j 0
- ----- - --
%D11Q:
C\1
Z
1<1
0
A- 7
0
vi
Z
0
CL
o.
z
0
0
0
0
0
�-
I V,
20'
-ESA4 E
Df?AINACE PR'/ VA T,
T.
—PROP. 12" G.V.
PROP, 2" TEMPORARY
TYPE 'A' BLOWOFF
-PROP. 12"x6" TEE
FIRE HYDRANT ASSEMBLY
Lickinghole 1-15
Top=683.00
Inv(1+667,40 (1-15�
Inv(Out)=667.20 \- -j I '"
J"r H °F
cop,
WILLIAM J. LEDBETTER
Lic. No. 1507—B
<-I/vl) S U F\ 13:01�1
REVISIONS
11/4/2016
Correction to
Zoning Note
DATE
August 23, 2016
SCALE
ill = 301
----7
FILE NUMBER
8053
SHEET
3/5
fi
C\1
Z
0
0
vi
Z
0
CL
>
W
z
0
0
0
0
�-
Uj
W
_j
OLij
----7
FILE NUMBER
8053
SHEET
3/5
REVISIONS
11/4/2016
Correction to
Zoning Note
DATE
August 23, 2016
SCALE
1"=30'
CONTOUR INTERVAL.
1 FOOT
FILE NUMBER
3053
SHEET
4/5
I
i
i
Z
Z
0
0
j"
-��y�,
z
o
T
V
Z
,..
O
0
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LL
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0
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FILE NUMBER
3053
SHEET
4/5
---- ---------
z
-22' PRIVATE
DRAINAGE ESMT.
-
(0
�T(COL?4J
06
(o
L,
o)
>
9,
LANDSCAPING NOTES:
A
GALVANIZED
G U Y WIRE
GALVANIZED RUBBER HOSE
GUY WIRE
2"X2" HARDWOOD
STAKES
WRAPPING
SHRUB" I ANTING DETAIL]
L71
6
G T
A R
EOO
6
GT
G
12
N
Q- 1i
Qy'
AR
SHREDDED HARDWOOD
MULCH MIN. 3" DEPTH
[\//\-)/ TWICE '//\/>//
BALL DIAMETER
H Op
WILLIAM J. LEDBETTER
Lic. No. 1507-8
���D SURq�- 1-3:el
QTPI:-r-T TI?FF-Q ppm//m:-n
iEARTH BERM
iAROUND TREE
NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT
LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT.
9. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING
SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE
DEVELOPMENT, OR PHASE THEREOF.
3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION
OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE
STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A
HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES
SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
7. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
D HARDWOOD
JLCH
DEPTH)
'LAP FROM
BALL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
STREET TREE CALCULATIONS — BLOCK 27 PORTION OF EXISTING ASHLAR AVENUE
183 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 50 LINEAR FEET = 3.66 STREET TREES REQUIRED
REVISIONS
11/4/2016
Correction to
Zoning Note
DATE
August 23, 2016
SCALE
ill = 30'
PROPOSED BLOCK 27 SITE AREA = 2.1 ACRES
20% SITE TREE CANOPY REQUIRED:
BLOCK 27 CANOPY = 18,295 S.F.
SITE CANOPY PROVIDED (1 Q YR PROJECTED
EXISTING BLOCK 27 TREE CANOPY= (5*397)+(1*368)+(3*424) = 3,625 S.F.
PROPOSED BLOCK 27 TREE CANOPY= (16*604)+(2*368)+(7*424)+(4*397) = 14,956 S.F.
TOTAL TREE CANOPY PROVIDED = 3,625 S.F. + 14,956 S.F. = 18,581 S.F.
NOTE:
C,
LO
ALONG ALL PLANTING STRIPS, THE
10 11 12 13 14 15 16 17
a STREET TREE CALCULATIONS — PROPOSED GOLF VIEW DRIVE
R GI3
L.0
AREA BETWEEN 2 AND 7 FEET ABOVE
z
r*100
20' PRI % T1
GROUND SHALL BE MAINTAINED FREE
696 LINEAR FEET OF ROAD FRONTAGE @ I TREE 50 LINEAR FEET 13.92 STREET TREES REQUIRED
F---] F---1 F -1 -1 F---1 F—__1 F URAINAC ZGT
WIDE F
OF ANY OBSTRUCTIONS THAT MAY
I ESMT. I
SIGHT DIST
14 STREET TREES PROVIDED
BLOCK MOTDRISTS AND PEDESTRIAN
ESMT. I I I 1 1 W- M -I I I I I I I
(TYP.)
SIGHT LINE1
• GB
J T
STREET TREE CALCULATIONS — PROPOSED ORION LANE
17
724 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE 50 LINEAR FEET 14.48 STREET TREES REQUIRED
12+66.11 FEN��EL ROAD
:C7, KIKII� -1 -6-RIO)N LANE Cb
4 1+12.b
P -Q
15 STREET TREES PROVIDED
I
ELEV ON
0. IN PLANT LIST -
9
. .. ..... . ..... .....
GT
11+00 11 0 -7
N
Q T/ TY SYMBOL BOT/WICAI NAt,11E CO'AVION NAWE CALIPLP @ PLAN nNG 53PACING SPECS, CANOPY
UAN
ij
Cp.
P` OR
_x
20' UTIL Y
GB
1P Fraxinus pennsylvanica GREEN ASH 1.5" MIN. 12' AS B & 13' 604 SF
03
4",
AR ESMT.
L -1 L J L J L J L L J L J L --III
SADDLE 2C� UTILIT)
16 61E3 Ginkgo Biloba "FGirmont" FAIRMONT GINKO
CONNECTIO
1.5" MIN. 12' AS B & B' 604 SF
ESMT.
---N:,-3990099162.53
on f) I r) f) 14 0 A o r,
10
2 A Platanus X acerfolium LONDON PLANETREE 1.5" MIN. 12' B & 13' 368 SF
NORTH-WEST LINE OF -MID -TRAIL DRIVE Gleditsia Triacanthos Inermis SHADEMASTER
2 9 3, Ll TO 6 7 C--)-[- 1.5" MIN. 12' a & 8'
424 SF
"Shade Master" HONEYLOCUST
-7,
7 4 AR Acer rubrum "Red Sunset" RED SUNSET MAPLE 1.5" MIN. 10'
T�-
SHOWN B & 13' 397 SF
T
fl ........
tl
—7
7 ......
- 74
7
=7
-7 -7-
1P
J (yi
cn
PROP.'PVC-8" SANITARY SEWER p
FIRE HYDRANT ASSEMBLY SCALE I" = 30'
10+00 BELLGROVE STREET 10+00.00 ORION LANE 30 15 0 30 60
13+22.85 ASHLAR AVENUE 15+88.96 ASHLAR AVENUE
ELEV. = 687.13 ELEV = 689 94 SCALE IN FEET
SYMBOL DENOTES EXISTING TREES
SYMBOL DENOTES PROPOSED TREES
'17,\ 2"X2" HARDWOOD
---------------
SAKES
AKES
0 2(
a a
DRAIN
SD
280' �120
j.
vi
STREET TREE NOTES & DETAILS
"'M
tri
FILE NUMBER
8053
5/5
;SHEET
BENCHMARK #1
RIGHT FRONT BONNET
BOLT 'ON FIRE HYDRANT
vol
ELEV\=686.86
'33
0
z- 3 )
0 01� 3
-11
---- ---------
z
-22' PRIVATE
DRAINAGE ESMT.
-
(0
�T(COL?4J
06
(o
L,
o)
>
9,
LANDSCAPING NOTES:
A
GALVANIZED
G U Y WIRE
GALVANIZED RUBBER HOSE
GUY WIRE
2"X2" HARDWOOD
STAKES
WRAPPING
SHRUB" I ANTING DETAIL]
L71
6
G T
A R
EOO
6
GT
G
12
N
Q- 1i
Qy'
AR
SHREDDED HARDWOOD
MULCH MIN. 3" DEPTH
[\//\-)/ TWICE '//\/>//
BALL DIAMETER
H Op
WILLIAM J. LEDBETTER
Lic. No. 1507-8
���D SURq�- 1-3:el
QTPI:-r-T TI?FF-Q ppm//m:-n
iEARTH BERM
iAROUND TREE
NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT
LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT.
9. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING
SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE
DEVELOPMENT, OR PHASE THEREOF.
3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION
OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE
STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A
HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES
SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
7. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
D HARDWOOD
JLCH
DEPTH)
'LAP FROM
BALL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
STREET TREE CALCULATIONS — BLOCK 27 PORTION OF EXISTING ASHLAR AVENUE
183 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 50 LINEAR FEET = 3.66 STREET TREES REQUIRED
REVISIONS
11/4/2016
Correction to
Zoning Note
DATE
August 23, 2016
SCALE
ill = 30'
PROPOSED BLOCK 27 SITE AREA = 2.1 ACRES
20% SITE TREE CANOPY REQUIRED:
BLOCK 27 CANOPY = 18,295 S.F.
SITE CANOPY PROVIDED (1 Q YR PROJECTED
EXISTING BLOCK 27 TREE CANOPY= (5*397)+(1*368)+(3*424) = 3,625 S.F.
PROPOSED BLOCK 27 TREE CANOPY= (16*604)+(2*368)+(7*424)+(4*397) = 14,956 S.F.
TOTAL TREE CANOPY PROVIDED = 3,625 S.F. + 14,956 S.F. = 18,581 S.F.
NOTE:
C,
LO
ALONG ALL PLANTING STRIPS, THE
10 11 12 13 14 15 16 17
a STREET TREE CALCULATIONS — PROPOSED GOLF VIEW DRIVE
R GI3
L.0
AREA BETWEEN 2 AND 7 FEET ABOVE
z
r*100
20' PRI % T1
GROUND SHALL BE MAINTAINED FREE
696 LINEAR FEET OF ROAD FRONTAGE @ I TREE 50 LINEAR FEET 13.92 STREET TREES REQUIRED
F---] F---1 F -1 -1 F---1 F—__1 F URAINAC ZGT
WIDE F
OF ANY OBSTRUCTIONS THAT MAY
I ESMT. I
SIGHT DIST
14 STREET TREES PROVIDED
BLOCK MOTDRISTS AND PEDESTRIAN
ESMT. I I I 1 1 W- M -I I I I I I I
(TYP.)
SIGHT LINE1
• GB
J T
STREET TREE CALCULATIONS — PROPOSED ORION LANE
17
724 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE 50 LINEAR FEET 14.48 STREET TREES REQUIRED
12+66.11 FEN��EL ROAD
:C7, KIKII� -1 -6-RIO)N LANE Cb
4 1+12.b
P -Q
15 STREET TREES PROVIDED
I
ELEV ON
0. IN PLANT LIST -
9
. .. ..... . ..... .....
GT
11+00 11 0 -7
N
Q T/ TY SYMBOL BOT/WICAI NAt,11E CO'AVION NAWE CALIPLP @ PLAN nNG 53PACING SPECS, CANOPY
UAN
ij
Cp.
P` OR
_x
20' UTIL Y
GB
1P Fraxinus pennsylvanica GREEN ASH 1.5" MIN. 12' AS B & 13' 604 SF
03
4",
AR ESMT.
L -1 L J L J L J L L J L J L --III
SADDLE 2C� UTILIT)
16 61E3 Ginkgo Biloba "FGirmont" FAIRMONT GINKO
CONNECTIO
1.5" MIN. 12' AS B & B' 604 SF
ESMT.
---N:,-3990099162.53
on f) I r) f) 14 0 A o r,
10
2 A Platanus X acerfolium LONDON PLANETREE 1.5" MIN. 12' B & 13' 368 SF
NORTH-WEST LINE OF -MID -TRAIL DRIVE Gleditsia Triacanthos Inermis SHADEMASTER
2 9 3, Ll TO 6 7 C--)-[- 1.5" MIN. 12' a & 8'
424 SF
"Shade Master" HONEYLOCUST
-7,
7 4 AR Acer rubrum "Red Sunset" RED SUNSET MAPLE 1.5" MIN. 10'
T�-
SHOWN B & 13' 397 SF
T
fl ........
tl
—7
7 ......
- 74
7
=7
-7 -7-
1P
J (yi
cn
PROP.'PVC-8" SANITARY SEWER p
FIRE HYDRANT ASSEMBLY SCALE I" = 30'
10+00 BELLGROVE STREET 10+00.00 ORION LANE 30 15 0 30 60
13+22.85 ASHLAR AVENUE 15+88.96 ASHLAR AVENUE
ELEV. = 687.13 ELEV = 689 94 SCALE IN FEET
SYMBOL DENOTES EXISTING TREES
SYMBOL DENOTES PROPOSED TREES
'17,\ 2"X2" HARDWOOD
---------------
SAKES
AKES
0 2(
a a
DRAIN
SD
280' �120
j.
vi
STREET TREE NOTES & DETAILS
"'M
tri
FILE NUMBER
8053
5/5
;SHEET