HomeMy WebLinkAboutSUB202000201 Plat - Revision 2021-05-11IF
I u
1 �' ��
��� -`1
��iiJil-
�� ►'
ANNA `�
pn \I
1
PER
VICINITY MAP
SCALE: 1" = 2000'
AREA SUMMARY
TMP 55E-01-32-64
ORIGINAL PARCEL
0.764
AC*
- AREA F (NEW V/W PRIVATE STREET)
0.140
AC
- PARCEL X
0.273
AC
REVISED PARCEL
0.350
AC
TMP 55E-01-32-65 (NEW LOT 65)
ORIGINAL PARCEL 0.000 AC
+ AREA A 0.070 AC
+ PARCEL X 0.273 AC
REVISED PARCEL 0.343 AC
TMP 55E-01-32-66 (PARCEL HEREBY CONSOLIDATED)
ORIGINAL PARCEL
0.321
AC
- AREA A
0.070
AC
- AREA B
0.251
AC
REVISED PARCEL
0.000
AC
TMP 55E-01-32-67
ORIGINAL PARCEL
0.221
AC
+ AREA B
0.251
AC
- AREA C
0.132
AC
REVISED PARCEL
0.340
AC
TMP 55E-01-32-68
ORIGINAL PARCEL
0.174
AC
+ AREA C
0.132
AC
- AREA D
0.059
AC
REVISED PARCEL
0.246
AC
16511J&1.1:9111XY0x1-T1:
ORIGINAL PARCEL 0.151 AC
+ AREA D 0.059 AC
+ AREA E 0.002 AC
REVISED PARCEL 0.212 AC
TMP 55E-01-32-70
ORIGINAL PARCEL 0.257 AC
- AREA E 0.002 AC
REVISED PARCEL 0.255 AC
* PLAT ACREAGE FOR LOT 64 WAS MISLABELED ON PHASE 2
SUBDIVISION PLAT. 0.764 ACRES IS THE CORRECT AREA.
I\
PARCEL DATA:
LOT 64 - TMP 55E-01-32-64
LOT 66 - TMP 55E-01-32-66
LOT 67 - TMP 55E-01-32-67
LOT 68 - TMP 55E-01-32-68
LOT 69 - TMP 55E-01-32-69
LOT 70 - TMP 55E-01-32-70
OWNER:
MARCH MOUNTAIN PROPERTIES, LLC
SOURCE OF TITLE/PLAT OF RECORD:
DB 5386 PG 251
MAGISTERIAL DISTRICT
WHITE HALL MAGISTERIAL DISTRICT
ZONING
NEIGHBORHOOD MODEL DISTRICT (I IN ACCORDANCE WITH THE PROFFERS
OF ZMA-04-024 AND ZMA 2015-00001, A SPECIAL EXCEPTION APPROVED ON
MARCH 6, 2019 (DB 5208 PG 362-373 PLAT), AND A SPECIAL EXCEPTION
APPROVED ON MARCH 23, 2021 (SE202100005).
*THE SPECIAL EXCEPTION APPROVED ON MARCH 6, 2019 WAS APPROVED WITH THE
FOLLOWING CONDITIONS:
1. STREAM BUFFER MITIGATION SHALL BE PROVIDED ATA 2:1 RATIO IN
ACCORDANCE WITH A BUFFER MITIGATION PLAN FOR OLD TRAIL VILLAGE
ZMA2015-001, AS APPROVED BY THE COUNTY ENGINEER.
2. DISTURBANCE TO THE BUFFER SHALL BE LIMITED TO THE AREAS DEPICTED ON
PAGES 1-4 OF THE EXHIBIT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC.,
ENTITLED "WPO STREAM BUFFER IMPACT EXHIBIT BLOCKS 19, 24-25, 32-43"
DATED JANUARY 23, 2018, WITH A REVISION DATE OF DECEMBER 6, 2018.
3. MODIFICATION OF THE "OPEN GREEN SPACE" SHALL BE LIMITED TO THE AREAS
DEPICTED ON PAGES 1-4 OF THE EXHIBIT PREPARED BY ROUDABUSH, GALE &
ASSOCIATES, INC., ENTITLED "WPO STREAM BUFFER IMPACT EXHIBIT BLOCKS 19,
24-25, 32-43" DATED JANUARY 23, 2018, WITH A REVISION DATE OF DECEMBER 6,
2018.
**THE SPECIAL EXCEPTION APPROVED ON MARCH 23, 2021 WAS APPROVED WITH
THE FOLLOWING CONDITIONS:
FOR THE PRIVATE STREET AUTHORIZATION, THE FOLLOWING CONDITIONS APPLY:
1. THE PRIVATE STREET, WHICH IS CALLED BISHOPGATE PLACE (OR BISHOPGATE
LANE EXTENDED), ALSO IDENTIFIED AS FIRE ACCESS LANE, AND THE ASSOCIATED
SUBDIVISION MUST BE IN GENERAL ACCORD WITH THE LAYOUT AS DEPICTED IN
"EXHIBIT A", DATED MARCH 16, 2021, EXHIBIT PREPARED BY TIMMONS GROUP,
WHICH IS INCLUDED IN ATTACHMENT 2 OF THIS STAFF REPORT.
2. BOLLARDS MUST BE PROVIDED AT THE END OF THE PRIVATE STREET WHERE THE
STREET WILL TRANSITION INTO EMERGENCY ACCESS.
FOR THE MODIFICATION OF STREET STANDARDS FOR SIDEWALKS AND PLANTING
STRIPS, THE FOLLOWING CONDITIONS APPLY:
a. 14-422(E) -SIDEWALK ALONG ONE SIDE OF THE REQUESTED PRIVATE STREET.
1. SIDEWALK MUST BE PROVIDED ALONG THE NORTH/NORTHWEST SIDE OF
BISHOPGATE PLACE (OR BISHOPGATE LAND EXTENDED), ALSO IDENTIFIED AS FIRE
ACCESS LANE AS SHOWN ON "EXHIBIT A" DATED MARCH 16, 2021, EXHIBIT
PREPARED BY TIMMONS GROUP, WHICH IS INCLUDED IN ATTACHMENT 2 OF THIS
STAFF REPORT.
114-422(F) -PLANTING STRIP ALONG ONE SIDE OF THE REQUESTED PRIVATE
STREET.
2. PLANTING STRIPS MUST BE PROVIDED ALONG THE NORTH/NORTHWEST SIDE OF
BISHOPGATE PLACE (OR BISHOPGATE LANE EXTENDED), ALSO IDENTIFIED AS FIRE
ACCESS LANE, AS SHOWN ON "EXHIBIT A" DATED MARCH 16, 2021, EXHIBIT
PREPARED BY TIMMONS GROUP, WHICH IS INCLUDED IN ATTACHMENT 2 OF THIS
STAFF REPORT.
SETBACKS: FRONT:5' (MINIMUM) / 25' (MAXIMUM)
SIDE: 5'
REAR:5'
THE PROPERTY SHOWN HEREON LIES WITHIN ENTRANCE CORRIDOR OVERLAY
DISTRICT.
RESERVOIR WATERSHED
THIS SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA AND SPECIFICALLY
IS WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY
WATERSHED.
AGRICULTURAL -FORESTAL DISTRICT
THIS SITE DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
FLOOD HAZARD OVERLAY DISTRICT
THIS SITE DOES NOT LIE WITHIN AN FLOOD HAZARD OVERLAY DISTRICT.
NOTES
1. THE BOUNDARY INFORMATION SHOWN HEREON WAS VERIFIED BY A CURRENT FIELD RUN BOUNDARY
SURVEY AND TAKEN FROM A PLAT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. ENTITLED
"SUBDIVISION PLAT BLOCK 32 PHASE 2 OLD TRAIL VILLAGE," SIGNED AUGUST 31, 2020, RECORDED IN DEED
BOOK 5386 PAGE 251.
2. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ZONING ORDINANCE.
3. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT WILL BE REQUIRED BY
A.C.S.A IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES.
4. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY EASEMENT AS
NECESSARY SO LONG AS THE PROPER AUTHORITY AGREES REGARDLESS OF THE SALE OF ANY LOT.
5. SUBJECT PARCELS APPEAR TO LIE IN FLOOD INSURANCE RATE MAP ZONE X-UNSHADED (AREAS
0
DETERMINED TO BE OUTSIDE THE 0.2 /o ANNUAL CHANCE FLOODPLAIN AS SHOWN ON COMMUNITY PANEL
NUMBER 510006 0237 D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005.
6. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
7. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
8. UNLESS OTHERWISE NOTED, IRON RODS WILL BE SET AT ALL NEW PROPERTY CORNERS.
9. ANY STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE.
10. THE DEVELOPER RESERVES A 5' DRAINAGE AND/OR UTILITY EASEMENT ALONG ALL LOT LINES.
11. OWNER RESERVES ALL PRIVATE DRAINAGE EASEMENTS SHOWN HEREON FOR DEDICATION TO THE OLD
TRAIL COMMUNITY ASSOCIATION.
12. THE PRIVATE RIGHT-OF-WAYS SHOWN HEREON ARE DEDICATED TO ACSA AS NON-EXCLUSIVE UTILITY
EASEMENTS.
13. DAM BREAK INUNDATION ZONES (BOTH STATE AND FEDERAL) DO NOT APPEAR TO BE SITUATED ON THE
SUBJECT PROPERTY.
14. ROUDABUSH GALE & ASSOCIATES HAS NO KNOWLEDGE OF ANY CEMETERIES, GRAVE MARKERS OR BURIAL
PLOTS KNOWN TO EXIST OR TO BE SITUATED ON THE SUBJECT PROPERTY.
15. PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY THE OLD TRAIL COMMUNITY ASSOCIATION.
16. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE
SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR THE COUNTY OF ALBEMARLE.
17. ALL LOTS WILL BE SERVED BY PUBLIC WATER AND SEWER.
18. ALL LOTS HAVE AN ADEQUATE BUILDABLE AREA THAT COMPLIES WITH COUNTY CODE 14-302(A)(9).
19. SHEET V4 OF THIS PLAT HAS AN UPDATED ZONING TABLE SHOWING THE REVISED UNIT TYPES FOR THE LOTS
WITHIN BLOCK 32. LOTS 81-92 WERE ORIGINALLY PROPOSED AS SINGLE FAMILY ATTACHED UNITS. THEY ARE
NOW SINGLE FAMILY DETACHED UNITS.
STATEMENT OF CONSENT TO DIVISION
(TMP 55E1-01-32-64 AND
TMP 55E1-01-32-66 THOUGH 70)
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND, "TMP 55E1-01-32-64 AND TMP 55E1-01-32-66
THROUGH TMP 55E1-01-32-70" IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS.
MARCH MOUNTAIN PROPERTIES, LLC DATE
1005 HEATHERCROFT CIR., SUITE 100
CROZET VA, 22932
NOTARY PUBLIC
CITY/COUNTY OF
COMMONWEALTH OF VIRGINIA
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE
ME BY
ON BEHALF OF MARCH MOUNTAIN PROPERTIES, LLC
THIS DAY OF , 20
NOTARY PUBLIC'S SIGNATURE
NOTARY REGISTRATION NU
MY COMMISSION EXPIRES
SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT, TO THE
BEST OF MY PROFESSIONAL KNOWLEDGE, OPINION AND
BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM
PROCEDURES AND STANDARDS ESTABLISHED BY THE
VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL
ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE
ARCHITECTS AND INTERIOR DESIGNERS. I ALSO CERTIFY
THAT THE BOUNDARY SHOWN HEREON IS BASED ON A
CURRENT FIELD RUN SURVEY.
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
SHEET INDEX
V1 COVER SHEET
V2 EXISTING BOUNDARY CONDITIONS LOTS 64-70
V3 BOUNDARY LINE ADJUSTMENT LOTS 64-70
V4 REVISED ZONING LOT TABLE
14
A
U o
M
Lu
H� H
Uo
UNj( ul
Q Oco ��> �
Q0 3Lj o
T
J_
v{
0U a> > m
aZ U0 o
�O O fq w Q o
W OQ a ¢
J z_ U
Z�
D:
x°>
w 0
�Z
V) O N
o �
IL N
N w
Q z
J > O
^ U-3 a
F-1 J
_
� n
O IL ZLu
oa
cnm
rn=
rnU
�o���PVTH OF
3D ♦/Jl#,11SO1 D
COPY
(9N0 SURVE:O
Q Q
CO Q
It
J O ~ w O
COQ0 U
CO Q w
(C J
Z J m
O O J <
W J i w
>0LLJ m
0 Q LL-j
m z z U =
W O H n
O U) Q LL_j
N��0_
0 0 N E
Q Q (A M w
Y
Z �
W O cn
zzvUQ
0 0 O _j
M Q m =
Lu
Qz
J _
�o
m
DATE:
04-05-2021
REV:
04-22-2021
REV:
05-06-2021
REV:
SCALE:
NTS
JOB:
19.0146
FILE:
8v
053
SHEET: I OF 4
BOUNDARY CURVE TABLE LAKE ,
U o
_ ' z w
„ E 162.50
rn
- _---- /� V z zdN
\ C/� _
TMP 055EO-01-22-000AO r , cc
\ \ / �% / O U a w m
OPEN SPACE 22-1 �� 0� \ \ / Z o
MARCH MOUNTAIN PROPERTIES, LLC �`1 ��' `\ S TMP 055EO-01-32-07100 O w Ir O o
DB 5108 PG 304-308Q LOT 71 U Q
7• LOT 70 MARCH MOUNTAIN W J Z v
OS 1 1 197SF � PROPERTIES, LLC z
0.257AC o DB 5386 PG 25 r� O Ir
V >
o co
\ 2 LL Z
"� `i' `\ �sv. LOT 69 \\ �� a ir
> N
\ ems• 6570SF \ �. w m w
75 VARIATION APPROVAL (03 06 201TREAM BUFFER LOT g ENT . `� / \\ `\ \ ss5 0.151 AC \\ \\ a a w W o
`l
i \ s LOT 68 \ �s \ \ G9 o o
a
\ \ \ 7560SF \ '�• � � � a
. \ \ \ 6 0.174AC \ \
�o / \ \ \ \ 20. \
\ \\ LOT 67
\ \ \ 9605SF \ ��
0.221 AC
N 67'13'19" E 101.44'
B�IiRV >!/Jf#,AS011 �
No. 3334
` v g COPY
\ \ \ LOT 66 \` 2�. �� C9���1` C9N0 SUR\P �
` s 13991SF / \
0.321 ACQ�
� z Q
EX. STORM ` \ F \ ` / (0 Q
SEWER ESMT. ` \ V' \ ` / ~ O
DB 5386 PG 251 `\ \ �O \ \� 0 r z
LOT 64 `\ �i. \\ /� 0 (0Q p
------------- 33,264SF `\ `\ 1 / \ (n cD Q w
A230.74' 0.764AC \ \ I / (0 -1
\ z 0 J CE cn
\ O OJ 0 � z
R5539.91' \ \ \ I � J > w O
D2'23'10.85" \ \ \ I v LL J m o
BN 58'45'22" w \ \ \ I I Q O Q Q z0
---___ C230.72' \ ` `
v v mZZ ,�
`N57'26 2 t Q 0 cn o
NC)OcV F
U Q Q U1 co W U'
(D Lu z Y Z
z z O (�
J U U Q X
C2 - 0 w
\ - >
O
TMP 05500-00-00-103F0 _ - - S 5T26 27„ W 109.73 \ \ \ Ir O m =
Ir
MARCH MOUNTAIN PROPERTIES, LLC
DB 2293 PG 001 _ I Q H
---- �� U TMP 055EO-01-32-06300 J = _
2 I LOT 63
�� MARCH MOUNTAIN PROPERTIES, LLC m
I I DB 5386 PG 251 / \
O / \
�O=------------- -- EX. SAN. SEWER ESMT. \
_ DB 5208 PG 362
C. EX. EMERGENCY
4 OJ ACCESS ESMT. / \
��� DB 5386 PG 251
CO
Q / /
e,27
� 7
O� 0 30 60 90 \ \
\ \
CURVE
RADIUS
ARC
LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
12.42
28.52
22.65
S 09'27 23 E
131'33 17.53
C2
24.00
1 1.92
11.80
N 71'40 30 E
28'28 06.25
C3
225.50
46.71
46.63
N 26'58 34 W
11'52 06.49
C4
12.50
17.12
15.81
S 18' 11 58 W
78'28 55.78
C5
225.50
44.56
44.49
S 15'22 52 E
11'19 17.43
C6
225.50
66.68
66.44
N 01'14 55 W
16'56 36.47
C7
225.50
60.20
60.02
N 14'52 15 E
15'17 43.54
C8
225.50
56.48
56.33
N 29'41 37 E
14'21 00.25
C9
225.50
56.70
56.55
N 44'0417 E
142419.82
LINE
BEARING
DISTANCE
L1
N 29'36'12 E
22.03
DATE:
04-05-2021
REV:
04-22-2021
REV:
05-06-2021
REV:
SCALE:
1 "=30'
JOB:
19.0146
FILE:
8053
SHEET:
BOUNDARY CURVE TABLE LAKE ,
V g
/ , N 59' 50105
" E 162.50' ui
v= o
_ w N
/ N
i ; 0�� �O' 019 Sc Q� �3�
�P W z>CIS
TMP 055EO-01-22-000AO ,� 25 ^ ' Q� p W m
OPEN SPACE 22-1 / �y ¢ Z � r o
MARCH MOUNTAIN PROPERTIES, LLC �\ 00 �O 2 TMP 055EO-01-32-07100 �p ow w 0 0
DB 5108 PG 304-308Q `L0 �1 69 LOT 71 U 2 ¢ cr
MARCH
IN
2 hl �6�� 51 G Aso 1 10101 SF PROPERTIES, LLC Q
' 10 622�\\ O 1 \�st 0.255AC 0o DB 5386 PG 25 r� Fn � o
�J
5
AREA C 4�2y p5 T \� xi N q
w Z
5,729 SF ���"� �`� �� C�F �i�r, �> No a
0.132 AC T \ a °C N CO
0\�• �� ��P LOT 69R ��• � N z
i 10v 0 T O y 9240SF V Q > 0
S0.
0.212AC A ca, J a
0
��� T �� PG AREA E w
� 96 SF Q
�iii�iii�ili�iu�iii�iu�in�
" \ y LOT 68R 0.002 AC C)
�o� 10,715SF
5 � 0.246AC
O 2
/1PG S9 AREA D
�p OIL ter,, 2,574 SF of
bg. LOT 67R �i 0.059 AC v
N 6T13'19" E 101.44'(T) / 14,871 SF � o �p /�
91.45' 9. 9' /� 0.340AC .�� A. e�011 D
No. 3334
�vo� COPY
lb 10 �� OR-
� O
NEW LOT 65 s9• .r�� \
14,935SF `ss. T �� J� � SUBDIVISION AREA TABLE
0.343AC Q, Q
�2,' h^ / EXISTING LOT 64 0.764 AC (33,264 SF) Q
PARCEL X 0.273 AC (11,885 SF) p
BOUNDARY LINES O Z
LOT 64R (PARCEL X) AREA B T HEREBY VACATED (TYP) AREA F 0.140 AC (6,095 SF) J LLJ 07
15,284SF `y 1 1,885SF 10,941 SF1 \ / REVISED LOT 64 0.350 AC (15,284 SF) \ LL (0 Q � U
0.350AC �� 0.273AC f - 0.251 AC � � (0 J w
\ 000
A230.74' S. NEW LOT 65
R3'10.81' PARCEL X 0.273 AC (11,885 SF) LL J m D2'23' 10.85'
BN 58-45'22' W AREA A + AREA A 0.070 AC (3,050 SF) 0 J Q
C230.72' 3,050 SF
0.070 AC 0.343 AC (14,935 SF) m Z Z � U O
5g0. \ QQ 0 Q o
8 .6T 80 UT)- - < m
6 26 W �8 - ---- / N Q J Q n
7.23' S 57* 2 PLACE N
�,grE PLA AREA EXCHANGE TABLE Q Q Z Cy) Lu
G11 AREA F NEW HOPTES-TREET FROM LOT 64 TO NEW LOT 65 z z Z Y
PR�VA AREA A 0.070 AC c) O Q
6,095 SF _ � --- C13
0.140 AC _ - 0 0 _j _j
TMP05500-00-00-103F0 _ -_ 26'27" W 109•73 �� FROM LOT 66 TO LOT 67R J
MARCH MOUNTAIN PROPERTIES, LLC 2 S 57 AREA B 0.251 AC m =
DB 2293 PG 001 6, o < Z
O. Q
-- >� TMP055EO-01-32-06300 FROM LOT 67 TO LOT 68R
O �-j � LOT 63 m
MARCH MOUNTAIN PROPERTIES, LLC AREA C 0.132 AC
DB 5386 PG 251
p I I ROM LOT 68 TO LOT 69R
Cep= - I AREA D 0.059 AC
=�T
q Z) / FROM LOT 70 TO LOT 69R
/A7
AREA E 0.002 ACFROM LOT 64 DEDICATED TO HOA (NEW BISHOPGATE PRIVATE STREET)
0 30 60 90 AREA F 0.140 AC
\ _
CURVE RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C10
12.42
28.52
22.65
S 09'27 23 E
131'33 17.53
C1 1
72.50
52.87
51.70
S 36'45 48 W
41'46 44.76
C12
12.50
17.12
15.81
S 1811 58 W
78'28 55.78
C13
24.00
11.92
1 1.80
N 71'40 30 E
28'28 06.25
C14
225.50
46.71
46.63
S 26'58 34 E
11'52 06.49
C15
225.50
72.32
72.01
S 11'51 14 E
18'22 33.82
C16
225.50'
82.08'
81.62
S 07'45'41" W
20'51 16.09'
C17
225.50
75.09
74.75
S 27'43 43 W
19'04 46.71
C18
225.50
55.12'
54.99
N 44'16'16" E
14'00 20.88'
LINE
BEARING
DISTANCE
L2
N 29'36'12 E
22.03'
L3
S 16'08 16" W
8.14
DATE:
04-05-2021
REV:
04-22-2021
REV:
05-06-2021
REV:
SCALE:
1 "=30'
JOB:
19.0146
FILE:
8053
SHEET: 3 OF 4
I \
z
U)o
U z Zd
O 00 ::jYa 2
l0 QQ � O 0< J U
r
W H
a0 =W m
pin wo D
W UQ �a
QZ vU
ZO
C7 0
^w
x LL WZ
Ojir N
d ir V
W N W
Q Z
O
/\ U n d
_ z N
Od Z W
I1/ O
I..G� U Q
rn=
rn O
��o���`TH of ��c
v B84iRfV >!/Jf#,AS011 �
No. 3334
COPY
C9N0 SUR\J
Q
C0 Q
O6 z
J r W �
O (0 Q 0 O
z��Q J
0-10; 2 M
J W Q
>_0LLJ m
O Q a o
0° z z pC 1=
% OF TOTAL AFFORDABLE UNITS 31.5% 30.4% 38.1% NET BANKED 8 D LLI O C�
z
UNITS AVAILABLE O Q Q Q z
J w C) J O
fj 0
LL
Q Q O CN w v)
(5 LU Z w
�J00<
O m p J
(n Q J m 2
Q z
J T-
o
�
m V4 I
BLOCK
AREA
(AC)
BLOCK
CLASSIFIC
ATION
NON-RESIDENTIAL
AREA (SO. FT.)
RETAIL
AREA
(SO.
FT.)
RESIDENTIAL UNITS
1
S.F.
DETACHED
UNITS
S.F.
ATTACHE
D UNITS
TOWN
HOUSE
UNITS
CONDO/
APARTMENT
UNITS
TOTAL UNITS
GROSS
RESIDENTIA
L DENSITY
(DU/AC)
MARKET RATE UNITS
AFFORDABL
TOTAL#
MARKET RATE
UNITS
% OF TOTAL
UNITS
REQUIRED
AFFORDABL
E
FOR
SALE
FOR RENT
APARTMENT
S
ACCESSOR
Y
TOTAL
BANKED
UNITS
COMPLETED
UNITS
TOTAL
NUMBER
OF UNITS
% OF
TOTAL
UNITS
1A
2.17
mixed use
24,231
10,855
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
7
1B & 3C
3.70
mixed use
28,731
14,500
0
0
12
24
36
9.7
26
72%
5
0
6
0
6
17%
1
2
2
4.9
mixed use
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
3B
3B
3.4
0
0
0
0
25
0
25
7.4
19
76%
4
6
0
0
6
24%
2
6
3D
3D
1.0
0
0
3
0
0
0
3
3.0
3
100%
0
0
0
0
0
0%
0
4
3.1
mixed use
4,500
4,500
0
10
18
8
36
11.7
28
78%
5
8
0
0
8
22%
3
8
Block 7
7 Ph. 1
1.1
mixed use
12,500
2,500
0
0
12
0
53
2283.E
47
89%
8
0
0
0
9
17%
1
7 Ph. 2
0.7
mixed use
0
0
0
0
14
0
20.0
6
0
0
6
7 Ph 3
5.1
mixed use
0
0
5
8
14
0
0.0
0
0
3
0
12115/31A
5.1
SF
0
0
30
7
13
0
50
9.8
47
94%
8
3
0
12
15
30%
8
12
East Village
10
3.4
WA
0
0
0
0
25
0
120
7.4
95
79%
18
0
0
0
13
11%
(5)
16
6.5
WA
0
0
24
7
0
0
4.8
0
0
0
2
30
3.5
WA
0
0
14
0
0
0
4.0
0
0
3
17/18
6.2
WA
0
0
6
29
0
0
5.6
0
0
4
3
31 B/C
1.2
0
0
0
0
15
0
12.4
6
0
0
11
3.7
mixed use
0
0
4
11
18
0
33
8.9
26
79%
5
7
0
0
7
21%
2
7
13
3.7
mixed use
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
0
0%
4
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
3
5/20/2021
5.4
WA
360
0
0
0
0
190
190
35.2
161
85%
29
0
29
0
29
15%
0
22
12.0
SF
0
0
0
30
15
0
45
3.7
45
100%
7
0
0
12
12
27%
5
23
3.4
mufti Tamil
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
2
27
3.1
SF
0
0
9
0
16
0
25
8.1
25
100%
4
0
0
2
2
8%
2
2
28/29A/35A
7.9
SF
0
0
24
4
0
0
28
3.5
28
100%
4
0
0
0
0
0%
4
29A/35
1.7
SF
0
0
13
2
0
0
15
8.8
21
140%
2
0
0
0
0
0%
2
32
23.3
SF
0
0
84
7
0
0
91
3.9
85
93%
14
7
0
16
23
25%
9
35c
3.5
SF
0
0
9
0
0
0
9
2.6
17
189%
1
0
0
0
0
0%
1
TOTAL
83.7
119,351 - 63,029
32,355
274
128
197
260
859
10.3
766
89%
129
43
42
52
137
16%
8
55
DATE:
04-05-2021
REV:
04-22-2021
REV:
05-06-2021
REV:
SCALE:
NTS
JOB:
19.014E
FILE:
8053
SHEET: OF 4