DIMENSIONAL TABLE - RA ZONING DISTRICT · 2019. 9. 3. · dimensional table - ra zoning district...
Transcript of DIMENSIONAL TABLE - RA ZONING DISTRICT · 2019. 9. 3. · dimensional table - ra zoning district...
**NUMBER OF REQUIRED PARKING SPACE PER §9.5 RESIDENTIAL
(2) 3 OR 3+ BR UNITS AT 2 PER UNIT = 2X2 = 4VISITOR SPACE AT 1 PER 6 UNITS (MIN 6 UNITS) = 0 4 SPACES REQUIRED
ALL DIMENSIONS ARE APPROXIMATE & PENDING PLOT PLAN VERIFICATION.
SEE DIMENSIONAL SITE PLAN.
***NUMBER OF REQUIRED BICYCLE PARKING SPACES PER §9.15.1.A.B RESIDENTIAL
(0) FIRST 7 UNITS AT 1 BIKE SPACE PER FIRST 7 UNITS = 0X1 = 0(0) FOR EVERY 3 UNITS OVER FIRST 7 UNITS = 0X1 = 0
0 RES BIKE
SPACES
REQUIRED
GROUND COVERAGE (%) MAX
LOT AREA / UNIT MIN
11,562
SIDE YARD MIN - LEFT (FT)
EXISTINGITEM
NUMBER OF DWELLING UNITS
HEIGHT MAX (FT/ STORIES)
FRONT YARD MIN (FT)
FRONTAGE MIN (FT)
FLOOR AREA RATIO MAX (FAR)
DIMENSIONAL TABLE - RA ZONING DISTRICT
±7
SIDE YARD MIN - RIGHT (FT)
50
2,250
REQUIRED
ALLOWED/
2
35'
50
0.75
8
1
0.06
±13 / 1
9
COMPLIANCE
5,781
PROPOSED
±24
NO CHANGE
2
WITH 1-9 UNITS (SF)
PERVIOUS AREA MIN (% OF LOT) ±9235
28.40
2.73
9.99
102.53
LANDSCAPED AREA MIN (% OF LOT) ±9225
EXISTING
±50
±50
0.40
39.8 / 2
COMPLIES
COMPLIES
REQUIRES RELIEF
COMPLIES
COMPLIES
COMPLIES
COMPLIES
COMPLIES
NO. OF PARKING SPACES MIN 40 COMPLIES
0MIN NO. BIKE PARKING SPACES COMPLIES00
USE PER §7.11 COMPLIES
4**
LOT SIZE (SF) MIN 10,000 ±11,562 NO CHANGE
NET FLOOR AREA (NSF) 8,671 720 4,659 COMPLIES
REAR YARD MIN (FT)
15
RESIDENTIAL RESIDENTIAL
COMPLIES
9.1
44.4
20
COMPLIES19.3
20.4
2 1/2 STORY
COMPLIES12.16
COMPLIES
NONCONFORMITY
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PROJECT
NORTH
1 2 3
5
6
7
8
9
10
11
12
13
14
14 13 12 11 10 9 815
5 6 7 8 9 10 114 12
1
SCALE: 1"=20'-0"
DIMENSIONAL LAYOUT SITE PLAN
N BASED ON SUMMIT SURVEYING INC., 4 S. POND ST,
NEWBURYPORT, MA 01950, DATED 22 JANUARY 2018.
9.0' 9.0' 9.0' 9.0'1
8.0
'
UNIT 1
(2) STANDARD
PARKING
SPACES
UNIT 2
(2) STANDARD
PARKING
SPACES
20
.0' M
INREA
R Y
ARD
8.0' M
IN
YARD
9.0' MINRIGHT SIDE
YARD
8.0' MINLEFT SIDE
YARD
8.0
' MIN
SID
E YARD
10.0
' MIN
FRO
NT
YARD
EA
ST
MA
N R
D
100.00'
131.50'46.57'
94.5
4'
LINE OF 2ND
FLOOR ABOVE
27.67'
50.1
4'
28.40'
8.60
'
PATIO
PATIO
18.0' (IN
DIRECTION
OF SLOPE)
15.0' (INDIRECTIONOF SLOPE)
UNIT 1
UNIT 2
26.2'
22
.7'
16
.5'
29.4'
26.0
'
20.5' 10
.7'33.7'
25
.0'
38.0'
29.9'7.3'
20
.8'
OPEN
PARKING
20
.4'
PRO
POSED
REA
R Y
ARD
44.4' PROPOSEDRIGHT SIDE YARD
8.3
'PR
OPO
SED
SID
E YARD
22
.1' B
AC
KOUT
REAR YARD
RIG
HT
S
ID
E Y
AR
D
LE
FT
SID
E
YA
RD
RIGHT SIDE YARD
RIG
HT
SID
E
YA
RD
L
E
F
T
S
I
D
E
Y
A
R
D
LEFT SIDE YARD
19
.3' P
RO
POSED
FRO
NT
YARD
9.1' PRINCIPLESTRUCTURESETBACK
8.1
'(8
' MIN
SID
E YA
RD
)
FRONT
YARD
1 2 3
5
6
7
8
9
10
11
12
13
14
14 13 12 11 10 9 815
5 6 7 8 9 10 114 12
91.7'
96.2'
N
S
EW
PROPOSED SPOT GRADES
85.5'
103.21'103.21'
103.21'
103.21'103.21'
18.9' 19.1' 8.0'
19.3
'
29.2'
22.7
'
26.2'
16.5
'
29.4'
26.0
'
20.5'
10.7
'
33.7'
25.0
'
85.5'
85.5'
84'
84'
84'
103.21'
SPOTELEVATION
SEGMENTLENGTH
AVERAGEGRADE
SUM
TOTAL PERIMETER
AVERAGE GRADE CALCULATION
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SIDE
FLOOR
2ND FL
1ST FL
BASEMENT
TOTAL
PROPOSED NSF
1,938
1,674
1,047
4,659-NSF
NET SQUARE FOOTAGE SUMMARY
1
SCALE: 1"=30'-0"
GROSS SQUARE FOOTAGE CALC
7 611 10 9 815 14 13 12 4 35 2 1
25.6'3.0'
15
.5'
9.3
'1
0.7
'2
.4'
12
.9'
12
.2'
12.7'
17
.5'
40
.9'
3.0'
12.7
'
13.3
'
9.5'
5.0'
13.2'
BASEMENT: 1,047-NSF
COVERED
PATIO
COVERED
PATIO
43% OF THE PERIMETER OF
LOWER LEVEL OF THE
BUILDING IS FULLY
UNDERGROUND.
1 2 3
5
6
7
8
9
10
11
12
13
14
14 13 12 11 10 9 815
5 6 7 8 9 10 114 12
38.0' 8.0'
25.0
'10.7
'5.3
'25.1
'
6.7' 28.4'
7.6
'17.1
'20.6
'20.8
'
20.5'
26.0
'
29.4'
3.0'
1ST FLOOR: 1,674-NSF
PARKING -
NOT NSF
14
16
17
18
19
20
12
1315
1 2 3 4 5
40.0' 29.2'
18
.0'
4.7
'1
6.5
'
22.7'22.6' 3.5'
25
.1'
3.7
'1
0.7
'2
5.0
'
26.0
'
14.5'
6.7'
23.4'
2ND FLOOR: 1,938-NSF
ROOF DECK
ROOF
DECK
ROOF
DECK
PROJECT
NORTH
1
SCALE: 1/8" = 1'-0"BASEMENT NOT A STORY PER §2.2.14 Figure 2B
AVG GRADE:90.02' ELSEE SHEET Z-2
4.4
'
10.1
'
4.1
'
6.0
'AVG GRADE:90.02' ELSEE SHEET Z-21
0.1
'
6.0
'4.1
'
4.4
'4.1
'
PER §2.2.14 - PROPOSED BASEMENT ISNOT A STORY DUE TO THE FOLLOWING:
1) BASEMENT CEILING < 5' TO AVG GRADE
2) TOP OF FLOOR ABOVE NOT MORE THAN60% ABOVE AVERAGE GRADE
3) BASEMENT FLOOR NOT LESS THAN40% BELOW AVERAGE GRADE
SECTION THROUGH BASEMENT
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TOP OF SLAB92'-6"
ELEV. 85' - 6"
EXTERIOR GRADE
6'-2 3/8"
3'-4 3/4"
7'-2 5/8"
15'-8 3/4"
16'-4 3/4"
11'-0 1/4"
1
3
'-
0
1
/4
"
5
'-
0
"
1
2
'-
8
"
1
2
'-
2
5
/8
"
5'-7 3/8"
6'-4 3/4"
6'-9 5/8"
9'-9 5/8"
2'-4 3/4"
4'-10 3/8"
3'-1 5/8"
15'-2 1/4"
3'-0"
8'-7 7/8"
RETAILINGWALL, TYP.
W/ 4' WOOD &METAL FENCE,
TYP.
FAMILY
ROOM
006
BATHROOM
003
CLOSET
001
MECH.
005
MECH.
005
BATHROOM
003
CLOSET
001
FAMILY
ROOM
006
4
'-
2
1
/2
"
5
'-
0
9
/1
6
"
5
'-
0
3
/8
"
5'-11 1/8"
4'-6"
2'-7 7/8"
2'-1 7/8"
6
'-
0
7
/8
"
9
'-
2
"
5
'-
3
1
/2
"
2
6
'-
0
"
4
'-
0
"
6
'-
1
7
/8
"
4
'-
0
"
5
'-
0
"
3
8
'-
1
1
3
/1
6
"
8'-1 3/8"
32'-10"
21'-0"
9'-4"
6'-0"
9'-6"
6'-0"
5'-5 1/8"6'-0"
11'-5 1/8"
6'-8"5'-0"5'-10"
4'-2"
10'-4 3/4"
16'-5 5/8"
2
9
'-
4
7
/1
6
"
2
0
'-
5
1
/2
"
33'-8"
25'-0"
19'-4"
40'-0"
1SCALE: 3/32" = 1'-0"
BASEMENT FLOOR PLAN
1
2
'-0
1
1
/1
6
"
ELEV. 85'-11"
BASEMENT T.O.FF
ELEV. 85'-11"
BASEMENT T.O.FF
ELEV. 85'-3 3/8"
PATIO SLAB
ELEV. 84'-0"
EXTERIOR GRADE
DN
DN PROPERTY LINE
LANDSCAPE AREA
CONCRETE WALL
RETAINING WALL, TYP. W/4' WOOD & METAL FENCE
11R @ 8"10T @ 9"UP
UP
UP16R @ 7 11/16"
15T @ 10"
2R@ 7 11/16"
1T@10"
SLAB ON GRADE ABOVE
7 611 10 9 815 14 13 12 4 35 2
9'-1 1/2"
4'-1"
1
7R @
8 1/
8"6T
@9" 8R
@8"
7T @
9"
UP
14R @ 8"13T @ 9"
DN
SLAB ON GRADE ABOVE
1
A-9
1
A-9N
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2'-4 3/4"
ELEV. 109'-10"
SECOND FLOOR T.O. FF
14'-11 7/8"
10'-11 7/8"
5'-0 5/8"
12'-5 1/2"
2'-4 3/4"
10'-7 1/8"
5'-10"
3'-9 7/8"
9'-6 3/8"
7'-8 3/4"
4'-0 3/4"
4'-8 5/8"
6'-4 3/4"
7'-2"
2'-8 5/8"
5'-8"
13'-8 5/8"
3'-10 3/4"
12'-7 1/2"
8'-6 3/4"
1
4
'-
5
1
/8
"
2'-4 3/4"
29'-3"
3'-9 7/8"
8'-3 3/4"
7'-4 3/4"
7'-1 1/8"
16'-6 1/16"
11'-0 1/16"
27'-8"
6
'-
8
"
39'-8 1/2"
2
5
'-
8
1
/2
"
3'-6"
7'-2 5/8"
2
3
'-
1
5
/1
6
"
22'-9"
1
3
'-
3
7
/8
"
19'-4"
10'-2 1/2"
3'-10 3/4"
3
'-
4
3
/4
"
6
'-
4
3
/4
"
9'-7 7/8"
7
'-
8
5
/8
"
8
'-
6
1
/4
"
6
'-
8
5
/8
"
5'-7 7/16"
4
'-
0
3
/4
"
CL.
205
BATHROOM
003
MASTER
BEDROOM
202
MASTER
BATHROOM
201
WALK-IN
CL.
203
WALK-IN
CL.
203
MASTER
BATHROOM
201
WALK-IN
CL.
203
CL.
205
CL.
205
CL.
205
CL.
205
BEDROOM
204
BEDROOM
204
BEDROOM
204
BEDROOM
204
MASTER
BEDROOM
202
BATHROOM
003
LAUNDRY
207
3'-7 11/16"
1
2
'-
1
1
5
/1
6
"
7
'-
2
1
/4
"
2
'-
5
1
/4
"
4
'-
2
1
/2
"
6
'-
1
0
1
/2
"
1'-11 5/16"
3
'-
4
1
/1
6
"
6'-5"
7'-5 3/4"
4'-3 3/8"
4'-2 1/2"
7'-11 3/4"
8'-2 7/8"
8'-5" 8'-2 1/2" 20'-7 3/4"
7'-6 1/2"
8'-1 3/4"
14'-6 1/8"8'-11 1/8"
2'-5 1/4"
5'-6 1/4"10'-3 1/8"
26'-4 3/4"
26'-3"
16'-5 5/8"
2
9
'-
4
7
/1
6
"
2
6
'-
0
"
2
0
'-
5
1
/2
"
33'-8"
25'-0"
29'-1 1/4"
46'-0"
1SCALE: 3/32" = 1'-0"
SECOND FLOOR PLAN
10'-11 1/4"
14'-0 3/4"
32'-0"
LINE OFWALL BELOW
ELEV. 109'-10"
2FL T.O.FF
ELEV. 113'-2"
UPPER 2FL T.O.FF
±7'-6" WALLHEIGHT
ELEV. 113'-2"
UPPER 2FL T.O.FF
DN
UP
9R @
7 7
/8"
8T @
9"
PROPERTY LINE
14
16
17
18
19
20
12
1315
1 2 3 4 5
UP6R @ 8"5T @ 9"
DN
6R @
8"
5T
@ 9
"
5R @ 8"4T @ 9"
1
A-9
1
A-9
N
PH 617-354-3989
SEAL
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16 JULY 2019ZBA APPL REV
SECONDFLOOR PLAN
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14
% S
LOPE
1/2" SLOPE1/2" SLOPE
1/4
" SLO
PE1
/4" S
LOPE
1/2" SLOPE
1/2" SLOPE
1/2
" SLO
PE
1/2
" SLO
PE
1/4"SLOPE1/4"
SLOPE
1/4
"SLO
PE
1/4
"SLO
PE
OPEN WOODTRELLIS, TYP.
FIXEDSKYLIGHTSTYP.
FIXEDSKYLIGHTSTYP.
FIXEDSKYLIGHTSTYP.
1/2
"SLO
PE
1'-9 1/2"
3'-2 3/8"
3'-5 5/16"
3'-2 13/16"
1'-9 1/2"
2'-3 3/8"
3
'-
3
1
/4
"
1
'-
9
1
/2
"
2
'-
3
3
/8
"
1'-9 1/2"
10'-11 1/4"
3'-2 3/8"
7'-1 1/4"
1'-9 1/2"
3'-2 3/8"
22'-9"
26'-3"
16'-5 5/8"
2
9
'-
4
7
/1
6
"
2
6
'-
0
"
2
0
'-
5
1
/2
"
10'-8 15/16"
33'-8"
25'-0"
46'-0"
1
5
'-
0
"
19'-4"
29'-3"
1SCALE: 3/32" = 1'-0"
ROOF PLAN
1/4"SLOPE
1/4"SLOPE
1/4
"SLO
PE1
/4"
SLO
PE
1/2" SLOPE1/2" SLOPE
1/4"SLOPE
1/4"SLOPE
1/2
"SLO
PE
1/2
"SLO
PE
1/2
"SLO
PE
1/2
"SLO
PE
1
A-9
1
A-9
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ROOF PLAN
ACW / EXC
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ELEV.= 109'-10"
2ND FLOOR
ELEV.= 119'-10"
T.O. ROOF
ELEV.= 96'-0"
1ST FLOOR (LOWER)
ELEV.= 85'-11"
BASEMENT
OPEN WOOD TRELLIS
FIBER CEMENT PANELS
FIBER CEMENT 7" EXPOSURE, TYP.
1SCALE: 1/8" = 1'-0"
WEST ELEVATION
FIBER CASEMENT WINDOWS, TYP.
RED CEDAR 1X6FLUSH JOINT T&G
5'-0
1
/4
"
METAL RAILING
WOOD & METAL FENCE
3'-6" METAL RAILING
ELEV. = 122'-10"
T.O. ROOF
RED CEDAR 1X6 FLUSH JOINT T&G
FIBER CEMENT 7" EXPOSURE, TYP.2X3 POLY ASH TRIM AROUND WINDOWS, TYP.
FIBERGLASS CASEMENT WINDOWS, TYP.
RETAINING WALL BLOCKS
13
'-1
0"
9'-5
"3
'-7
"
OPEN WOOD TRELLIS
METAL RAILING
ELEV. = 109'-10"
2ND FLOOR
ELEV. = 120'-9"
T.O. LOWER ROOF
ELEV. = 96'-0"
1ST FLOOR (LOWER)
ELEV. = 85'-11"
BASEMENT
10
'-6
"
ELEV. = 85'-6"
UNIT 1 LANDSCAPE
ELEV. = 84'-0"
UNIT 2 LANDSCAPE
3'-6" WOOD & METAL FENCE
2X3 POLY ASH TRIMAROUND WINDOWS, TYP.
PH 617-354-3989
SEAL
259 ELM STREET, SUITE 301
SOMERVILLE, MA 02144
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
PETER QUINN ARCHITECTS LLC
REVISION DATE
CONSULTANT
21 EASTMAN
21 EASTMAN RD,SOMERVILLE, MA 02144
21 EASTMAN LLC.
485 MASSACHUSETTS AVE.SUITE 309CAMBRIDGE, MA 02139
PQ
28 DEC 2018ZBA APPL
16 JULY 2019ZBA APPL REV
WESTELEVATION
ACW / EXC
A-5
Z:\D
CA
DD
WG
S\Eastm
an
-21\D
raw
in
gs\Z
BA
A
PP
L R
EV
1\A
5-A
8 Elevatio
ns b
acku
p.d
wg
, A
5 W
, 7/17/2019 11:50:48 A
M
02
ELEV.= 123'-8"
T.O. ROOF
5'-8
"
5'-0
1
/4
"
⅊
1SCALE: 1/8" = 1'-0"
NORTH ELEVATION
ELEV. = 113'-2"
2ND FLOOR (UPPER)
ELEV. = 120'-9"
T.O. LOWER ROOF
10
'-1
"
ELEV. = 96'-0"
1ST FLOOR
SLOPE ROOF
13
'-1
0"
3'-4
"
ELEV. = 109'-10"
2ND FLOOR (LOWER)
10
'-1
1"
ELEV. = 85'-11"
BASEMENT
ELEV. = 85'-6"
LANDSCAPE
FIBER CEMENT7" EXPOSURE, TYP.
ELEV. = 103'-10 1/4"
1ST FLOOR (UPPER)
ELEV. = 103'-2 1/2"
STREET ELEV
ELEV. = 113'-2"
2ND FLOOR (UPPER)
ELEV. = 123'-4"
T.O. ROOF
ELEV. = 121'-10"
T.O. ROOFFIBER CEMENT4" EXPOSURE,
TYP.FIBERGLASS
CASEMENTWINDOWS, TYP.
2X3 POLY ASHTRIM AROUND
WINDOWS, TYP.5' PRIVACY
WOOD FENCE
3'-6" METALRAILING
RETAININGWALL BLOCKS
PH 617-354-3989
SEAL
259 ELM STREET, SUITE 301
SOMERVILLE, MA 02144
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
PETER QUINN ARCHITECTS LLC
REVISION DATE
CONSULTANT
21 EASTMAN
21 EASTMAN RD,SOMERVILLE, MA 02144
21 EASTMAN LLC.
485 MASSACHUSETTS AVE.SUITE 309CAMBRIDGE, MA 02139
PQ
28 DEC 2018ZBA APPL
16 JULY 2019ZBA APPL REV
NORTHELEVATION
ACW / EXC
A-6
Z:\D
CA
DD
WG
S\Eastm
an
-21\D
raw
in
gs\Z
BA
A
PP
L R
EV
1\A
5-A
8 Elevatio
ns b
acku
p.d
wg
, A
6 N
, 7/17/2019 11:50:53 A
M
ELEV.= 123'-8"
T.O. ROOF
ELEV.= 103'-2 1/2"
STREET ELEV
ELEV.= 120'-4"
T.O. ROOF
ELEV.= 109'-10"
2ND FLOOR (LOWER)
ELEV.= 96'-0"
1ST FLOOR (LOWER)
13'-1
0"10
'-6"
01
⅊
⅊
22.2'
1SCALE: 1/8" = 1'-0"
EAST ELEVATION
ELEV. = 113'-2"
2ND FLOOR (UPPER)
ELEV. = 122'-10"
T.O. ROOF
FIBERGLASS CASEMENTWINDOWS, TYP.
FIBER CEMENT 7"EXPOSURE, TYP.
RED CEDAR 1X6 FLUSHJOINT T&G
5' PRIVACYWOOD FENCE
9'-8
"9
'-3
3
/4
"
ELEV. = 113'-2"
2ND FLOOR (UPPER)
ELEV. = 103'-10 1/4"
1ST FLOOR (UPPER)
ELEV. = 96'-0"
1ST FLOOR (LOWER)
ELEV. = 123'-4"
T.O. ROOF
FIBER CEMENT4" EXPOSURE, TYP.
FIBER CEMENT7" EXPOSURE, TYP.
PH 617-354-3989
SEAL
259 ELM STREET, SUITE 301
SOMERVILLE, MA 02144
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
PETER QUINN ARCHITECTS LLC
REVISION DATE
CONSULTANT
21 EASTMAN
21 EASTMAN RD,SOMERVILLE, MA 02144
21 EASTMAN LLC.
485 MASSACHUSETTS AVE.SUITE 309CAMBRIDGE, MA 02139
PQ
28 DEC 2018ZBA APPL
16 JULY 2019ZBA APPL REV
EASTELEVATION
ACW / EXC
A-7
Z:\D
CA
DD
WG
S\Eastm
an
-21\D
raw
in
gs\Z
BA
A
PP
L R
EV
1\A
5-A
8 Elevatio
ns b
acku
p.d
wg
, A
7 E, 7/17/2019 11:50:58 A
M
ELEV.= 123'-8"
T.O. ROOF
ELEV.= 103'-2 1/2"
STREET ELEV
1SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
ELEV. = 120'-9"
T.O. LOWER ROOF
ELEV. = 84'-0"
UNIT 2 LANDSCAPE
ELEV. = 96'-0"
1ST FLOOR (LOWER)
ELEV. = 109'-10"
2ND FLOOR (LOWER)
ELEV. = 103'-10 1/4"
1ST FLOOR (UPPER)
ELEV. = 113'-2"
2ND FLOOR (UPPER)
ELEV. = 85'-11"
BASEMENT
ELEV. = 85'-6"
UNIT 1 LANDSCAPE
OPEN WOOD TRELLIS
FIBER CEMENT4" EXPOSURE, TYP.
FIBERGLASSCASEMENTWINDOWS, TYP.
2X3 POLY ASH TRIMAROUND WINDOWS,TYP.
5' PRIVACY WOODFENCE
FIBER CEMENT7" EXPOSURE, TYP.
FIBER CEMENT4" EXPOSURE, TYP.
OPEN WOOD TRELLIS
METAL RAILING
3'-6" WOOD &METAL FENCE
RETAININGWALL BLOCKS
PH 617-354-3989
SEAL
259 ELM STREET, SUITE 301
SOMERVILLE, MA 02144
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
PETER QUINN ARCHITECTS LLC
REVISION DATE
CONSULTANT
21 EASTMAN
21 EASTMAN RD,SOMERVILLE, MA 02144
21 EASTMAN LLC.
485 MASSACHUSETTS AVE.SUITE 309CAMBRIDGE, MA 02139
PQ
28 DEC 2018ZBA APPL
16 JULY 2019ZBA APPL REV
SOUTHELEVATION
ACW / EXC
A-8
Z:\D
CA
DD
WG
S\Eastm
an
-21\D
raw
in
gs\Z
BA
A
PP
L R
EV
1\A
5-A
8 Elevatio
ns b
acku
p.d
wg
, A
8 S, 7/17/2019 11:51:03 A
M
ADDITIONAL SHADOW
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PROPOSED PROPOSED PROPOSED
PREVIOUS SCHEME PREVIOUS SCHEME PREVIOUS SCHEME
SPRING / FALL - MARCH 21 / SEPTEMBER 21
9:00 AM 12:00 PM 3:00PM
N
21 EASTMAN RD - SHADOW STUDYSOMERVILLE, MASSACHUSETTS
PETERQUINNARCHITECTS
ARCHITECTUREPLANNING
COMMUNITY DESIGN
Z:\DCADDWGS\Eastman-21\Shadow Study\Eastman 21 - Shadow.dwg, Spring-Fall, 7/11/2019 2:18:12 PM
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
ADDITIONAL SHADOW
PROPOSED PROPOSED PROPOSED
PREVIOUS SCHEME PREVIOUS SCHEME PREVIOUS SCHEME
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
SUMMER - JUNE 21
21 EASTMAN RD - SHADOW STUDYSOMERVILLE, MASSACHUSETTS
9:00 AM 12:00 PM 3:00PM
N
PETERQUINNARCHITECTS
ARCHITECTUREPLANNING
COMMUNITY DESIGN
Z:\DCADDWGS\Eastman-21\Shadow Study\Eastman 21 - Shadow.dwg, June, 7/11/2019 2:18:15 PM
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PROPOSED
SITE
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
ADDITIONAL SHADOW
PROPOSED PROPOSED PROPOSED
PREVIOUS SCHEME PREVIOUS SCHEME PREVIOUS SCHEME
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
PREVIOUS
SCHEME
E
A
S
T
M
A
N
R
D
26EASTMAN
18EASTMAN
16EASTMAN
15 EASTMAN19
EASTMAN
WINTER - DECEMBER 21
21 EASTMAN RD - SHADOW STUDYSOMERVILLE, MASSACHUSETTS
9:00 AM 12:00 PM 3:00PM
N
PETERQUINNARCHITECTS
ARCHITECTUREPLANNING
COMMUNITY DESIGN
Z:\DCADDWGS\Eastman-21\Shadow Study\Eastman 21 - Shadow.dwg, Dec, 7/11/2019 2:18:20 PM