Charles River Capital · EXISTING TO REMAIN EXISTING TO BEEXISEXIS SITE PLAN OF 1718 MASS AVE...
Transcript of Charles River Capital · EXISTING TO REMAIN EXISTING TO BEEXISEXIS SITE PLAN OF 1718 MASS AVE...
EXISTING TO REMAIN
EXISTING TO BEEXISEXIS
SITE PLAN OF 1718 MASS AVE
Charles River Capital 1718 Massachusetts Avenue
August 25, 2015 PRELLWITZ CHILINSKI ASSOCIATES
A r c h i t e c t u r e P l a n n i n g I n t e r i o r s
.
O P E N
E X I S T I N G
P A R K I N G
E X I S T I N G
O F F I C E
4 8 P A R K I N G
S P A C E S E X I S T I N G
E X I S T I N G
R E T A I L /
B U S I N E S S
1718 M
AS
SA
CH
US
ET
TS
AV
EN
UE
08/2
4/15
| S
cale
: |
RE
ND
ER
ING
S
EX
IST
ING
CO
ND
ITIO
NS
SU
RV
EY
EXISTING BUILDING
TO REMAIN
11,044 SF
VVVVVVVVV
MULTIPLE E
XISTIN
G
TREES, 40’ C
ANOPY
AVERAGE TRUNK D
IAMETER 18
” N
EW
WO
OD
PR
IVA
CY
FE
NC
E
E UN K
AM
1
AGAGAGE E TRTRTRUNUNK K D
IDIDIAMAMETETETERERER 1 18
”8”8”
NEW W
OOD PRIV
ACY FENCE
NEW WOOD PRIVACY FENCE
AVERAGE TRUNK DIAMETER 9”
4000+SF OF O
PEN SPACE
SHRUBS / PLANTIN
GS ALONG B
UILDIN
G
AAAVVV AAAAAAAAAAAVVV A
AVERAGE TRUNK
DIAMETER 12”
18” TRUNK
24” TRUNK
UNIT 1
LONG TERM BIKE PARKING
(20 REGULAR 2 TANDEM)
TWO FAMILY DWELLING
OUTLINE OF UNIT 2BUILDING ABOVE
BOLLARDS BOLLARDSRESIDENT / CYCLIST ACCESS
12
3
45
67
8
9
14 EXISTING PARKING SPACES TO REMAIN
OUT OF PROJECT SCOPE OUTLINE OF BUILDING ABOVE
STAIR 2
BANK DRIVE THROUGH
10’ CLEAR MIN.
5’ W
IDE
PE
DE
ST
RIA
N A
CC
ES
S
AC
C1
AC
C2
CHANGSHO UTILITY EXISTING BUILDING TO REMAIN
STAIR 1
EL
EV
.
VE
ST
IBU
LE
TRASH ++++ RECYCLINGGGG
LOBBY
BIKE PARKING 8 SPACES
ART SPACE / LANDSCAPE AREA
LANDSCAPE 6 BIKE PARKING SPACES ALONG MASS. AVE
BIKE LANE
NEW INSTANT ACTIVATION CROSSWALK
PORATION68
4
BUILD
ING FOOTPRINT
AREA = 1,140 S.F.
ENT
ENT
ENT
PORCH WOOD
Z
Z
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
39.89
39.60
40.17TC
39.87BC
40.64
40.01
39.12
38.93
38.90
37.93
40.06TC
39.75BC
40.30TC
40.00BC
39.76
37.47
37.02B
W
37.03
37.03
39.89
39.87
39.87T
W
40.43
39.69
37.08
39.91
40.08
LCC 97
81A
N21°29'36"W
60.00'
4.15'
N 83°45'30" E
19.19'
N 30°02'50" W
38.05'
N 06°35'
53"W
S 88°05'59" W
11.20'
N68°29'16"
E
N 03°36
'36" W
63.85'
N 16°48'45" E 43.48'
68.08'
BB
TT=34.0 I=32.8
I=33.2
I=33.8 I=35.1
I=34.1
36
37
37
37
37
38 38
39
40
40
39
38
37
37
37
40
12"
24"
24"
2.92'BD
8.59'BD
1.83'BD
20.15'B
D
46.83'BD
20.2'BD
24.90'BD
8.57'BD
2.98'BD
7.31'B
D
0.53'B
D
7.31'BD 0.53
'BD
30.53'BD
12"D(CI)
12"D(RCP) 12"RCP
12"D(RCP) 2"D(PVC)
2"D(PVC)
TIMBER WALL
CONC. W
ALL
6SPACES
9 SPACES 1 SP
ACES
4' WOOD
FENCE
GATE
4'STKF
4' WOOD FENCE
4C 'LF
4' CLF
X
9.60'
9.37'
23.14'
20.03'
WOOD
1 STORY
#1718
BH=14±
E E E
E E
E E E
E E
E E E
E
E
E
E
E
E
EE
E
O G
W O
W O
W O
W O
O G
W O
W O
W O
W O
WN
75°
"W
1.
0000
0000
''
75.00' HEDGES
S
40.0739.97
37.31
S75°
"E
13.
0000
000
''
37.66BW
.3
3.27
7B
WW
0.85'BK
00T
49.51'BD
39.48TW
T
3O
BA
WE
SO
M
S
2LL
EER
2"G
R=3.17
7INDO
WW
BH=14±
R=37.37
2"G
W
4.09
9'
4'CLF
OON
CC.
NC
C.
3STORY
ON
CCRTEE
Now or Formerly
LINNAEAN COR PARCEL ID 175-
1 STORY BRICK PARCEL V
#1722-1730BUILDING FOOTPRINTAREA = 11,044 S.F.
GRAN.
S
7.2
..
TON
CC
33
33
39
99
..
..
66
666
BI
84
177
88
73
33
33
33
39
99
..
..40
BB
MICHAHELLES ROSALIND PARCEL ID 175-62
OVERHANG
W
SS
PACE
11
90.
.48
87.
55
33
33 N
NC
CR
TTEE
UUS
OO
MI
IB
WZ
PACE
S9
37.60BC
0BB
0TC
33
33
38
88
..
.96
62
33
99
..41
7.
338
.0R=
33
33
33
66
..
..
888
88
77
552
1BB
Now or Formerly
SANDRA ANN BEST PARCEL ID 175-89
39
39.47
Now or Formerly
1718-1730 MASS AVE. LLC,
36.78BC
S
S
I=32.6
1"G
1"G
1"G
AGE86
503
PB
OO
K7.44
..
TN
CC
I8.
33
30
I=32.5
WA
AY
SG
EM
ON
PID
C10'
Z6
11
119
II
I=
==
33
33
33
..
.2
22
12"D(RCP)
12"D(RCP)
4
CC
98
88
..
.07
6"D(VC)
31.2
'BD
9.17'BD
PARCEL II
S
12"S(CI) I=31.9
.002'BK
17
99
..
.3
33
38
88
83
39.42
7.16
DOMINICK JONES &
PARCEL ID 175-65
W
30.14'
S
Now or FormerlyW
1718-1730 MASS AVE. LLC, BOOK 49665, PAGE 94 PARCEL ID 175-77
W
S
S
Now or FormerlyNow or Formerly ROXANE K. COOMBS PARCEL ID 175-35
Now or Formerly
JOHN C. KUEHNLE PARCEL III
PARCEL ID 175-44 36.73
37.0439.63
6" R=36.13 36.37ZONE - RESIDENCE BZONE - BUSINESS A-2
HH
Z 39.37 39.89TW 6" 38.50BW
36.35
6" PARCEL IVBITUMINOUS CONCRETE36.78 D0.26'BK
39.13 2 SPACES 2 SPACES37.25 36.93 37.00 36.88 36.96
0.95'BK
ENT
ENT
ENT
ENT
ENT
137.17'BDBOOK 49665, PAGE 94 1.3' INTO PASSAGEWAY
PARCEL ID 175-75
PARCEL I CC WITH 1 STORY METAL TIMBER WALL
ATOP Z
1.2' INTO PASSAGEWAY
0.76'BD
SIGN
SIGN
Now or Formerly 0.23'BD
0.4' INTO PASSAGEWAYLOTUS HARVARD ENT TOTAL LOTENTERPRISE, LLC AREA = 29,146 SQ. FT.PARCEL ID 175-84
1 STORY BRICK R=36.71
D S 15°00'00" W 212.77' #1712
ENT
ENT
TBM-B
ENT37.00 37.1637.3336.90BW 36.95BW 37.30 37.4137.22TC ENT37.42TW 37.43TW 37.300.5' INTO PASSAGEWAY 0.46'BK137.75'BD
36.92 37.03 37.04 37.08 37.27 37.2037.160.62'BK 36.95 36.92 37.3336.64 36.6936.43 36.63 36.60 37.01 AWNING R.O.W. LINELIGHT LIGHT SIGN WALLCONCRETE LIGHTCONCRETELIGHTCONCRETE SIGN BIKE 6" CCCCCCC C POST
S PMM M M P.M.M ME M MPM PM 6" 6"E36.19 12"36.26 36.45 36.8136.65 36.8636.33 35.9735.83 36.41TC 35.9735.80 VGC 36.4536.43TC 36.30 36.38 37.07TCE 37.04TCBIKE EVGC E36.01BC 36.15BCS 36.66BC 36.69BCPOST
OHW
(MBTA)
OHW
(MBTA)
OHW
(MBTA)
21'
6"W 6"W 6"W 6"W6"W 6"W
12"G 12"G 12"G 12"G 12"G 12"G 12"G
BITUMINOUS CONCRETE36.45 36.76 BITUMINOUS CONCRETE36"D(BR) 36"D(BR) 36"D(BR) 36"D(BR)36.53 36.74 37.34 36"D(BR)36.89 37.03 37.24
R=37.16R=36.69
I=28.7 I=28.5 I=28.524"S(BR) S 24"S(BR) S 24"S(BR) 24"S(BR)37.31 37.54 37.63
8' CW
21' BIKE PATH SYMBOL
(TYP)
SHARKS TEETH
(TYP)
1718 MASSACHUSETTS AVENUE�EXISTING SITE PLAN CONDITIONS�
08/05/15 | Scale: 1" = 30'-0" | EXIST-1
OPEN
SPAC
E 4000+S
F
BIK
E
ELE
V-1
PA
RK
ING
2
(22 L
ON
G
TE
RM
S
PA
CE
S)
460 S
F
OU
TLIN
E O
F
BU
ILD
ING
AB
OV
E
OU
TLIN
E O
F
BU
ILD
ING
AB
OV
E
A2.1
0
ELE
V-2
32
COMP. COMP. COMP. COMP. COMP. COMP. STD. STD. STD.
1� 2� 3� 4� 5� 6�7� 8� 9�
PE
DE
ST
RIA
N A
CC
ES
S
21' - 6"
CLEAR
23' - 0
"
ST
AIR
2
AC
C.
10
1
ELE
V-2
10' - 0
"
AC
C.
CLE
AR
11
UT
ILIT
Y
EX
IST
ING
ST
RU
CT
UR
E T
O R
EM
AIN
U
P
11,0
44 S
F
OU
TLIN
E O
F
BU
ILD
ING
AB
OV
E
TR
AS
H /
LO
BB
Y
RE
CY
C.
8 B
IKE
PA
RK
ING
S
PA
CE
S (S
HO
RT
TE
RM
) LA
ND
SC
AP
ED
LA
ND
SC
AP
ED
AR
EA
A
RE
A
2 B
IKE
PA
RK
ING
2 B
IKE
PA
RK
ING
2 B
IKE
PA
RK
ING
(A
RT
SP
AC
E)
1
SP
AC
ES
(SH
OR
T T
ER
M)
SP
AC
ES
(SH
OR
T T
ER
M)
SP
AC
ES
(SH
OR
T T
ER
M)
ELE
V-1
1718 MASSACHUSETTS AVENUE�PROPOSED SITE PLAN�
08/05/15 | Scale: 1" = 20'-0" | SITE-1�
21'
REAR
YAR
D S
ETBAC
K
25' - 0"
REAR YARD SETBACK 25' - 0"
PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY L
INE
3-4�6-8�
BU
INS
SS
A2
DE
EP
TH
POTTER PARK�HURLBUT STREET�
ELEV-1�
2�
TF-1.2
TF2.2
2-7�
B-A
2Z
ON
E
RE
S-B
ZO
NE
PR
OP
ER
TY
LIN
E
2-6�
2-5� STAIR 2�UP
ELEV-2 2�1 ELEV-22-8� 10' - 1"
2-4�
CO
RR
IDO
R
10' MIN. SEPARATION
STAIR 1�
10
0'-
0"
2-3�
EL
EV
.�
2-12-2�
10' - 0" 54' - 6" 10' - 0 1/2"
SIDE YARD SETBACK BUILDING WIDTH 10' MIN SEPARATION
1�
ELEV-1�
1718 MASSACHUSETTS AVENUE�SECOND FLOOR�
08/04/15 | Scale: 1/16" = 1'-0" | PLAN-2�
REAR
YAR
D S
ETBAC
K
25' - 0"
REAR YARD SETBACK 25' - 0"
PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY L
INE
B-A
2 Z
ON
E
RE
S-B
ZO
NE
PR
OP
ER
TY
LIN
E
3-4 6-8 POTTER PARK�
HURLBUT STREET�
ELEV-1
2
TF-2.3
3-6 3-7
3-5 STAIR 2
3-4A�
CO
RR
IDO
R�
1 ELEV-2 10' - 1"
10' MIN. SEPARATION 3-8A
UP
10
0' -
0"
�
BU
SIN
ES
S A
2 D
EP
TH
�
ELEV-2 2
3-3A STAIR 1
EL
EV
.�
3-2 3-1
10' - 0" 54' - 6" 10' - 0 1/2"
SIDE YARD SETBACK BUILDING WIDTH 10' MIN SEPARATION
1
ELEV-1
1718 MASSACHUSETTS AVENUE�THIRD FLOOR�
08/04/15 | Scale: 1/16" = 1'-0" | PLAN-3
10' - 0"
10' - 0"
REAR
YAR
D S
ETBAC
K
25' - 0"
REAR YARD SETBACK 25' - 0"
EQUIPM
ENT SCREENIN
G
PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY L
INE
6-8�3-4�HURLBUT STREET�
POTTER PARK
ELEV-1
2
34' - 0"
B-A
2 Z
ON
E
RE
S-B
ZO
NE
PR
OP
ER
TY
LIN
E
34' - 0"
MECHANICAL EQUIPMENT
10' - 0"
EQUIPMENT SCREENING
5' - 0"
10' MIN. SEPARATION
10' - 1"
ELEV-2 2 ROOF DECK 34' - 0" 1 ELEV-2
AREA
10
0' -
0"
�
BU
SIN
ES
S A
2 D
EP
TH
�
MAX. BUILDING HEIGHT - 35'�
MAX. BUILDING HEIGHT - 45'�
3-4B
ELEVATOR OVERRUN / HEADHOUSE ENCOMPASSED WITHIN BUILDING
3-3B 3-8B
ROOF DECK 34' - 0"
AREA
10' - 0" 54' - 6" 10' - 0 1/2"
SIDE YARD SETBACK BUILDING WIDTH 10' MIN SEPARATION
1
ELEV-1
1718 MASSACHUSETTS AVENUE�FOURTH FLOOR�
08/04/15 | Scale: 1/16" = 1'-0" | PLAN-4
PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY
LIN
E
REAR YARD SETBACK 25' - 0"
REAR
YAR
DSETBAC
K
25' -0"
3-4 6-8 POTTER PARK�
HURLBUT STREET�
ELEV-1
2
34' - 0"
50
' -0
"
35
' HE
IGH
T R
ES
TR
ICT
ION
FR
OM
RE
SID
EN
TIA
L B
/ B
US
INE
SS
A2 D
EL
INIA
TIO
N
10
0' -
0"
BU
SIN
ES
S A
2 D
EP
TH
B-A
2 Z
ON
E
RE
S-B
ZO
NE
PR
OP
ER
TY
LIN
E
34' - 0"
10' - 1"
10' MIN. SEPARATION
ELEV-2 32 1 ELEV-2
45' - 0"
10
' -0
"
10' - 0"� 10' - 0"�MECHANICAL�EQUIPMENT�SCREENING�
10
' -0
"
34' - 0"
10' - 0" 54' - 6" 10' - 0 1/2"
SIDE YARD SETBACK BUILDING WIDTH 10' MIN SEPARATION
1
ELEV-1
1718 MASSACHUSETTS AVENUE�ROOF PLAN�
08/05/15 | Scale: 1/16" = 1'-0" | PLAN-5
3
BRICK VENEER
RIBBED METAL SIDING
FIBER CEMENT PANEL
FC CLAPBOARD
FIBER CEMENT PANEL
GROUND FLOOR 0"
RD FLOOR 23' - 6"
4TH FLOOR 34' - 0"
2ND FLOOR 13' - 0"
MAX B-A2 HEIGHT 45' - 0"
MAX RES-B HEIGHT 35' - 0"
ROOF LEVEL 45' - 0"
OUTLINE OF CHANGSHO OUTLINE OF
EXISTING RETAIL
TWO FAMILY HOME IN REAR
MULTI-FAMILY BUMP-OUT @ REAR
ALUMINUM STOREFRONT BRICK VENEER
RIBBED METAL SIDING FIBER CEMENT PANEL
COMPOSITE METAL PANEL FIBERGLASS WINDOWS
FIBER CEMENT PANEL FIBER CEMENT PANEL
METAL ROOF EDGE
RIBBED METAL SIDING
SCREENING
FIBER CEMENT PANEL COMPOSITE METAL PANEL FIBER CEMENT PANEL THIN BRICK VENEER
BRICK VENEER
FIBERGLASS WINDOWS
FIBER CEMENT PANEL
THIN BRICK VENEER
METAL ROOF EDGE
RIBBED METAL SIDING
FIBER CEMENT PANEL
PROPOSED ART SPACE
METAL ROOF EDGE
3RD FLOOR 23' - 6"
4TH FLOOR 34' - 0"
2ND FLOOR 13' - 0"
MAX B-A2 HEIGHT 45' - 0"
MAX RES-B HEIGHT 35' - 0"
ROOF LEVEL 45' - 0"
TWO FAMILY HOME GROUND FLOOR
6"
BEND IN WALL BEND IN WALL
SCREENING METAL ROOF EDGE FIBER CEMENT PANEL
FIBER CEMENT PANEL
FIBERGLASS WINDOWS
RIBBED METAL SIDING
BRICK VENEER
THIN BRICK VENEER FC CLAPBOARD
FIBER CEMENT PANEL
FC CLAPBOARD
SCREENING
METAL RAIL, STAINLESS CABLES
FC CLAPBOARD
FIBER CEMENT PANEL
METAL ROOF EDGE
FC CLAPBOARD
OUTLINE OF CHANGSHO
THIN BRICK VENEER
1718 MASSACHUSETTS AVENUE
BUILDING ELEVATIONS
08/04/15 | Scale: 1/16" = 1'-0" | ELEV-1
1/16" = 1'-0" 1
BUILDING ELEVATION - EAST ELEVATION
1/16" = 1'-0" 2
BUILDING ELEVATION - 2FH - NORTH ELEV
3 PRELIMINARY BIKE PARKING SHELTER DESIGN
METAL RAIL, STAINLESS CABLES
THIN BRICK VENEER
RIBBED METAL SIDING
FC CLAPBOARDFC CLAPBOARDFC CLAPBOARD
FIBER CEMENT PANEL
GROUND FLOOR 0"
3RD FLOOR 23' - 6"
4TH FLOOR 34' - 0"
2ND FLOOR 13' - 0"
MAX B-A2 HEIGHT 45' - 0"
MAX RES-B HEIGHT 35' - 0"
ROOF LEVEL 45' - 0"
45.0
0°
45' - 0"
35' - 0"
BUPK PLANE SETBACK SCREENING METAL ROOF EDGE
COMPOSITE METAL PANEL
FIBER CEMENT PANEL
SCREENING
THIN BRICK VENEER
FC CLAPBOARD
METAL RAIL, STAINLESS CABLES
FC CLAPBOARD
METAL ROOF EDGE
FIBER CEMENT PANEL RIBBED METAL SIDING
FIBER CEMENT PANEL
FC CLAPBOARD FIBER CEMENT PANEL
BRICK VENEER BRICK VENEER
FC CLAPBOARD
RIBBED METAL SIDING BRICK VENEER
COMPOSITE METAL PANEL
FIBER CEMENT PANEL
FIBERGLASS WINDOWS
RIBBED METAL SIDING BEND IN BUILDING
FC CLAPBOARD
BUS A2 | RES B
ALUMINUM STOREFRONT
GROUND FLOOR 0"
3RD FLOOR 23' - 6"
4TH FLOOR 34' - 0"
2ND FLOOR 13' - 0"
MAX B-A2 HEIGHT 45' - 0"
MAX RES-B HEIGHT 35' - 0"
ROOF LEVEL 45' - 0"
45.0
0°
45' - 0"
35' - 0"
BUPK PLANE SETBACK
HIDDEN COLUMN COVER
FIBER CEMENT PANEL
THIN BRICK VENEER
RIBBED METAL SIDING
BRICK VENEER
SCREENING METAL ROOF EDGE COMPOSITE METAL PANEL
SCREENING FC CLAPBOARD
FIBER CEMENT PANEL
RIBBED METAL SIDING
FC CLAPBOARD
FIBER CEMENT PANEL
METAL ROOF EDGE
FC CLAPBOARD
BEND IN BUILDING RES B | BUS A2
BRICK VENEER
RIBBED METAL SIDING
1718
MA
SS
AC
HU
SE
TT
S A
VE
NU
E
BU
ILD
ING
ELE
VA
TIO
NS
08
/21/
15 |
Sca
le: 1
/16"
= 1
'-0"
| E
LEV
-2
1/16" = 1'-0" 1
BUILDING ELEVATION - MF - NORTH ELEV
1/16" = 1'-0" 2
BUILDING ELEVATION - MF - SOUTH ELEV
1718
MA
SS
AC
HU
SE
TT
SA
VE
NU
E
VIE
W3
08/0
4/15
|S
cale
:|
VIE
WS
3
1718
MAS
SACH
USET
TS A
VENU
E.
08/24
/15 |
Scale
: | R
ENDE
RING
S
MA
SS
AV
E L
OO
KIN
G W
ES
T (
BE
FO
RE
)
1718 M
AS
SA
CH
US
ET
TS
AV
EN
UE
�.
MA
SS
AV
E L
OO
KIN
G W
ES
T (
AFT
ER
)
08/2
4/15
| S
cale
: |
RE
ND
ER
ING
S
1718
MAS
SACH
USET
TS A
VENU
E.
08/24
/15 |
Scale
: | R
ENDE
RING
S
MA
SS
AV
E L
OO
KIN
G E
AS
T (
BE
FO
RE
)
1718
MAS
SACH
USET
TS A
VENU
E.
08/24
/15 |
Scale
: | R
ENDE
RING
SM
AS
S A
VE
LO
OK
ING
EA
ST
(A
FT
ER
)