24
BOYES-WATSON ARCHITECTS [email protected] 617.629.8200 thirty bow street somerville, ma 02143 SPECIAL PERMIT SET 118 HOLWORTHY ST, CAMBRIDGE MA 118 HOLWORTHY ST, LLC A0.0 09-04-20 SPECIAL PERMIT SET DRAWING LIST SPECIAL PERMIT SET A0.0 SITE CONTEXT MAP A0.1 EXISTING CONDITIONS PHOTOS A0.2 EXISTING CONDITIONS PHOTOS A0.3 EXISTING SITE SURVEY A0.4 OPEN SPACE PLAN A0.5 PROPOSED SITE PLAN A1.1 LANDSCAPE PLAN A1.2 FRONT HOUSE - PROPOSED PLANS A1.3 REAR HOUSE - PROPOSED PLANS A1.4 FRONT HOUSE - ELEVATIONS A2.1 FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7 RENDERING - FRONT HOUSE A3.1 RENDERING - REAR HOUSE A3.2 EQUINOX SHADOW STUDY - MARCH 20 A4.1 SUMMER SOLSTICE SHADOW STUDY - JUNE 21 A4.2 WINTER SOLSTICE SHADOW STUDY - DECEMBER 21 A4.3

A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

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Page 1: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

SPECIAL PERMIT SET

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA0.0

09-04-20

SPECIAL

PERMIT SET

DRAWING LIST

SPECIAL PERMIT SET A0.0

SITE CONTEXT MAP A0.1

EXISTING CONDITIONS PHOTOS A0.2

EXISTING CONDITIONS PHOTOS A0.3

EXISTING SITE SURVEY A0.4

OPEN SPACE PLAN A0.5

PROPOSED SITE PLAN A1.1

LANDSCAPE PLAN A1.2

FRONT HOUSE - PROPOSED PLANS A1.3

REAR HOUSE - PROPOSED PLANS A1.4

FRONT HOUSE - ELEVATIONS A2.1

FRONT HOUSE - ELEVATIONS A2.2

REAR HOUSE - ELEVATIONS A2.3

REAR HOUSE - ELEVATIONS A2.4

EXISTING ELEVATIONS A2.5

EXISTING ELEVATIONS A2.6

GARAGE ELEVATIONS A2.7

RENDERING - FRONT HOUSE A3.1

RENDERING - REAR HOUSE A3.2

EQUINOX SHADOW STUDY - MARCH 20 A4.1

SUMMER SOLSTICE SHADOW STUDY - JUNE 21 A4.2

WINTER SOLSTICE SHADOW STUDY - DECEMBER 21 A4.3

Page 2: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

SITE CONTEXT MAP

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA0.1

09-04-20

SPECIAL

PERMIT SET

ONE & TWO-FAMILY

ONE & TWO-FAMILY

ONE & TWO-FAMILY

ONE & TWO-FAMILY

MULTI-FAMILY

MULTI-FAMILY

118 HOLWORTHY

N

1" = 60 FT

0ft 120

Scale :1"=60'

30 60

Page 3: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

EXISTING CONDITIONS PHOTOS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA0.2

09-04-20

SPECIAL

PERMIT SET

118 HOLWORTHY- EXISTING HOUSE & DRIVEWAY

Page 4: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

EXISTING CONDITIONS PHOTOS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA0.3

09-04-20

SPECIAL

PERMIT SET

118 HOLWORTHY- RIGHT SIDE OF EXISTING HOUSE

REAR OF LOT

Page 5: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

EXISTING SITE SURVEY

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA0.4

09-04-20

SPECIAL

PERMIT SET

1/16" = 1'-0"1

SITE SURVEY

0ft 32

Scale :1/16"=1'

8 16

N

Page 6: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

20'-0

"

953 SF

AREA 1

749 SF

AREA 4

929 SF

AREA 5

BUILDING

EXCLUDED

BUILDING

232 SF

AREA 7

164 SF

AREA 2

305 SF

AREA 3

BUILDING

BUILDING

EXCLUDED

P.O.S. 15 X 15

P.O.S. PERMEABLE

291 SF

AREA 6

24.9'

39

.3'

21

.8'

15

.4'

2'-6 1

/2"

1'-5 3

/4"

5,850 SF

AREA 1

154 SF

AREA 2

EXISTING

PARKING SPACE

522 SF

AREA 3

EXISTING

BUILDING

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

OPEN SPACE PLAN

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA0.5

09-04-20

SPECIAL

PERMIT SET

1" = 20'-0"2

OPEN SPACE - REAR HOUSE - SP

PROPOSED OPEN SPACE.

P.O.S. PERMEABLE

AREA 2 164 SF

AREA 3 305 SF

AREA 5 929 SF

AREA 6 291 SF

AREA 7 232 SF

1,920 SF

P.O.S. 15 X 15

AREA 1 953 SF

AREA 4 749 SF

1,702 SF

PROPOSED OPEN SPACE 3,623 SF

EXISTING OPEN SPACE

P.O.S. PERMEABLE

AREA 2 154 SF

AREA 3 522 SF

675 SF

P.O.S. 15 X 15

AREA 1 5,850 SF

5,850 SF

EXISTING OPEN SPACE 6,525 SF

1" = 20'-0"3

EXISTING OPEN SPACE

LOT AREA = 7,898 S.F.

REQ. P.O.S = 3,160 S.F.

REQ. 15 X 15 = 1,580 S.F.

N

0ft 20

Scale :1"=20'

5 10

Page 7: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

SIGN

56.54

59.50

58.3

57.2157.33

57.87

57.71

56.40

55.32

54.83

54.72

56.30

56.74

57.2157.03

57.16 57.34

57.76

57.87

57.81

57.5557.53

56.68

57.34

57.33

57.90BS

55.61

55.68 56.05

56.4

57.4

57.1

56.3

55.5

55.2

55.4 55.60

56.4

56.8

56.9

56.8

56.9 56.8 56.4 57.0

56. 4

55.9

56.7

56.0

55.4

54.4

56.0 56.43 56.7

57.9

57.6

56.4

55.6

55.08 55.30 55.93

55.85

56.47

57.75

56.02

57.21

57.79

55.93BW

56.48BW

54.8

54.6

55.5

56.6

56.5

56.9 56.9

56.6

56.6

56.7

55.7

54.954.6

54.0

55.29 55.67 56.34

56.73TS

55.08 55.30 55.93

56.3

56.38

56.62TCW

56.45TW

56.8

54.6

55.3

57.3

57.2

57.5

57.0

54.8

57.75TW

57.38TW

57.37TW 57.46TW 57.60TW

57.2

56.7

58.157.8

56.6

55.5

55.2

58.1

56.41

55.26

54.86

56.4

56.7

STEPS

STEPS

ENT.

BRICK

BRICK

BRICK

BRICK

CONC.

CONC.

CONC.

BIT. CONC.

STONE WALL

STATUE

WOOD RAMP

STONE WALL

BRICK

PLANTER

GRASS

GRASS

MULCH

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

M&S

CONC.

Now or FormerlyDIANA I. PARK

(BOOK 13215 PAGE 128)

ASSESSORS PARCEL ID:254-25

(BOOK 56542 PAGE 599)ASSESSORS PARCEL ID:254-16-99

OHW

CC

159.12'(C)

N 87°30'01" W

159.25'(R)

S 02°37'56" W50.00'

N 05°16'56" E

50.05'

S 87°30'12" E

156.81'(C)

157'(R)

VGC

55

55

56

57

57

56

57

56

57

56

58

58

57

LOT AREA=7,898 SQ. FT.

16"

(3)4"

3"

10"

24"

6"

14"

14"

(2)12"

(3)10"

(3)18" (3)12"

(3)4"

M&S

M&S

M&S

12"W

RD

RD

RD

GRANITE BLOCKS

BRICK WALL

3.5' CLF

3.5' CLF

3.5' CLF

6' STOCKADE

4'CLF

4'CLF

4'CLF

4'CLF

6' STOCKADE

3'WIF

GP GP

GPGP

4.0'

6.8'

SHED

SHED

EM

OWS

104

.0'

43.2

'9.7

'

EXISTING SINGLE-FAMILY TO BE

RENOVATED

SP REQ.(PER 8.22.2C)

NEW WINDOWS ON EXISTING

NON-CONFORMING SETBACK. SEE ELEVATIONS.

PROPOSED SINGLE-FAMILY

SP REQ(PER 5.53)

FOR NEW SINGLE FAMILY HOUSE >75' FROM STREET

NEW 2 CAR GARAGE

ONE PARKING SPACE FOR EACH

UNIT

23.4' SB

9.7

'SB

S.B.

5.0'

S.B

.

5.0

'

20.0'

20.0

'

4.3' S.B.

S.B

.

36

.0'

S.B

. R

EQ

.

35.0

'

S.B. REQ.7.5'

S.B. REQ.12.5'

S.B.

15.0'S.B.

7.5'

0ft 20

Scale :1"=20'

5 10

N

5.0' 10.0' 8.4'

9.0' 10.0'

18

.8'

23.0

'

ASPHALT PAVING

PERMEABLE

CONCRETE PAVERS

ASPHALT PAVING

PERMEABLE

CONCRETE PAVERS

EXISTING CONCRETE

SIDEWALK

EXISTING CURB CUT

MECH EQUIPMENT

MECHANICAL EQUIPMENT

TRASH

TRASH AND MECH

NEW BRICK WALKWAY

14.9'

5.0' 10.0'

EXISTING PARKING

SPACE

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

PROPOSED SITE PLAN

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA1.1

09-04-20

SPECIAL

PERMIT SET

1" = 20'-0"2

PROPOSED SITE PLAN

1" = 20'-0"1

EXISTING SITE PLAN

Page 8: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

FRONT HOUSE

FRONT HOUSE ENTRY

PORCH

6' HIGH PRIVACY FENCE

ENTRY REAR HOUSE

PERMEABLE

CONCRETE PAVERS

RETAINING WALL

NEW FENCE TO MATCH

EXISTING REAR LOT LINE

FENCING6 JAPANESE ANDROMEDA 2-3'

GARAGE

WW

WW

WW

WW

SID

EW

ALK

HO

LWO

RTH

Y S

TREET

6' HIGH PRIVACY FENCE

ASPHALT PAVING

REAR HOUSE

EXISTING TREES

EXISTING FENCE ALONG

PROPERTY LINE TO

REMAIN

EXISTING TREES

LAWN

A/C UNITS

RECYCLING/TRASH BIN

STORAGE

RECYCLING/TRASH BIN

STORAGE

COLUMNAR

HOLLY 4'

3 AZALEA RED &

VALLEY WHITE 2'

5 ANDROMEDA OR

RHODODENDRON

HYBRID 2-3'

POSSIBLE PLANTING OF

MIXED ORNAMENTAL

GRASSES (2 GAL.)

ROW OF MIXED ORNAMENTAL

GRASSES (50 TOTAL) 2-3 GAL.

LAWN

7 LOW ORNAMENTAL

GRASSES (2-3 GAL.)

SPIREA 'GOLD FLAME' 2'

VIBURNUM 'DENTATUM' 4'

4 SPIREA 'GOLD

FLAME' 18-24"

BOXWOOD 2'

5 AZALEAS 18-24"

3 INKBERRY

HOLLY

COLUMNAR HOLLY 4'

3 RHODODENDRON

P.J.M. OR BOXLEAF

HOLLY 2-2.5'

3 COLORADO SPRUCE

8-10'

8 COLUMNAR ARBORVITAE

'GREEN GIANT' 8'

PERMEABLE

CONCRETE PAVERS

MECH. EQUIPMENT

AT GRADE

PERMEABLE

CONCRETE PAVERS

ASPHALT PAVING

BRICK WALKWAY

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

LANDSCAPE PLAN

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA1.2

09-04-20

SPECIAL

PERMIT SET

1/16" = 1'-0"1

PROPOSED SITE PLAN

0ft 32

Scale :1/16"=1'

8 16

N

Page 9: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

DN

UP

DN

UP

DW

UP

A2.1

1

A2.22

KITCHEN

DINING

ROOM

LIVING

ROOM

CL

P.R.

NEW 2ND FLOOR

ADDITION

A2.1

1

A2.22S.P. FOR

RELOCATED

WINDOW IN SETBACK

A2.1

1

A2.22

MEDIA

RM

BDMECH

NEW PORTION OF

BASEMENT

NEW WINDOW WELL

NEW WINDOW WELL

NEW ROOF TO MATCH

EXISTING AT ADDITION

A2.1

1

A2.22

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

FRONT HOUSE - PROPOSED PLANS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA1.3

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"2

PROPOSED 1ST FLOOR

1/8" = 1'-0"3

PROPOSED 2ND FLOOR

1/8" = 1'-0"1

PROPOSED BASEMENT

1/8" = 1'-0"4

PROPOSED ROOF

0ft 16

Scale :1/8"=1'

4 8

N

Page 10: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

DN

A201B

2

A201B3

A2.3

1

A2.42

MEDIA

RM

MECH./

SPRINK.

A2.7

1

A201B

2

A201B3

A2.3

1

A2.42

A2.7

1

A201B3

A2.3

1

A2.42

A2.7

1

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

REAR HOUSE - PROPOSED PLANS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA1.4

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

PROPOSED BASEMENT - REAR HOUSE

1/8" = 1'-0"2

PROPOSED 1ST FLOOR - REAR HOUSE

1/8" = 1'-0"3

PROPOSED 2ND FLOOR - REAR HOUSE

0ft 16

Scale :1/8"=1'

4 8

N

Page 11: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

NEW CLAPBOARD

SIDING, 5" EXPOSURE

NEW WINDOWS; TYP.

NEW

CORNERBOARDS

NEW WINDOWS &

WINDOW WELL

NEW FOUNDATION

NEW COVERED ENTRY TO

REPLACE EXISTING

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

NEW ADDITION AT 2ND

FLOOR

ASPHALT SHINGLE

ROOFING

1ST FLOOR ELL TO BE

RECONSTRUCTED

2" HISTORIC SILLCEMENTITIOUS CLAPBOARD

SIDING (4" COURSING"

4 1/2" CASING WITH

BACKBAND

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

FRONT HOUSE - ELEVATIONS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA2.1

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

FRONT ELEVATION1/8" = 1'-0"

2LEFT ELEVATION

0ft 16

Scale :1/8"=1'

4 8

Page 12: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

RECONSTRUCTED

BACK-ELL AT 1ST

FLOOR

NEW 2ND FLOOR ADDITION

NEW GABLE ROOF W/ASPHALT

SHINGLES; MATCH EXISTING PITCH

NEW WINDOW WELL &

WINDOWS

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

SPECIAL PERMIT REQ.

FOR NEW OPENINGS IN THE NON-CONFORMING FACADE

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

FRONT HOUSE - ELEVATIONS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA2.2

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

REAR ELEVATION

1/8" = 1'-0"2

RIGHT ELEVATION

0ft 16

Scale :1/8"=1'

4 8

Page 13: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

1ST-REAR

61.2'

2ND-REAR

73.2'

T.O.P - REAR

85.0'

STAIR ROOF

89.1'

HARDIE PANEL SIDING

CEMENTITIOUS 1"

CHANNEL GAP

SIDING (8" COURSING)

ALUMINUM CLAD

WOOD WINDOWS

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

AVG. GRADE

57.4'

2ND-REAR

73.2'

MAIN ROOF - REAR

84.0'

STAIR ROOF

89.1'

HARDIE PANEL SIDING

HARDIE PANEL SIDING

PROPOSED PERIMETER

FENCING

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

REAR HOUSE - ELEVATIONS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA2.3

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

FRONT ELEVATION

1/8" = 1'-0"2

LEFT ELEVATION

0ft 16

Scale :1/8"=1'

4 8

Page 14: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

1ST-REAR

61.2'

ENTRY-REAR

56.5'

2ND-REAR

73.2'

MAIN ROOF - REAR

84.0'

STAIR ROOF

89.1'

HARDIE PANEL SIDING

HARDIE PANEL

SIDING

CHANNEL SIDING

2ND-REAR

73.2'

T.O.P - REAR

85.0'

STAIR ROOF

89.1'

CHANNEL SIDING

HARDIE PANEL SIDING

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

REAR HOUSE - ELEVATIONS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA2.4

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

REAR ELEVATION

1/8" = 1'-0"2

RIGHT ELEVATION

0ft 16

Scale :1/8"=1'

4 8

Page 15: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

AVG. GRADE

57.4'

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

AVG. GRADE

57.4'

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

EXISTING ELEVATIONS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA2.5

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

EXISTING - FRONT ELEV.

1/8" = 1'-0"2

EXISTING - LEFT ELEV.

0ft 16

Scale :1/8"=1'

4 8

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3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

AVG. GRADE

57.4'

3RD FLOOR

23'-1 3/8"

1ST FLOOR

3'-6"

2ND FLOOR

13'-10 3/4"

ROOF

34'-0"

AVG. GRADE

57.4'

10

.4'

9.2

'

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

EXISTING ELEVATIONS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA2.6

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

EXISTING - REAR ELEV.

1/8" = 1'-0"2

EXISTING - RIGHT ELEV.

0ft 16

Scale :1/8"=1'

4 8

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GARAGE FLOOR

55.5'

10'-0

"

GARAGE FLOOR

55.5'

GARAGE FLOOR

55.5'

10

'-0

"

GARAGE FLOOR

55.5'

10

'-0

"

BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

GARAGE ELEVATIONS

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA2.7

09-04-20

SPECIAL

PERMIT SET

1/8" = 1'-0"1

GARAGE FRONT

1/8" = 1'-0"2

GARAGE LEFT

1/8" = 1'-0"3

GARAGE REAR

1/8" = 1'-0"4

GARAGE RIGHT

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BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

RENDERING - FRONT HOUSE

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA3.1

09-04-20

SPECIAL

PERMIT SET

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BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

RENDERING - REAR HOUSE

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA3.2

09-04-20

SPECIAL

PERMIT SET

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BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

EQUINOX SHADOW STUDY - MARCH 20

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA4.1

09-04-20

SPECIAL

PERMIT SET

19AM - EXISTING

212PM - EXISTING

33PM - EXISTING

49AM - PROPOSED

512PM - PROPOSED

63PM - PROPOSED

NN

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BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

SUMMER SOLSTICE SHADOW STUDY - JUNE 21

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA4.2

09-04-20

SPECIAL

PERMIT SET

19AM - EXISTING

33PM - EXISTING

49AM - PROPOSED

512PM - PROPOSED

63PM - PROPOSED

212PM - EXISTING

NN

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BOYES-WATSON ARCHITECTS

[email protected] 617.629.8200

thirty bow street somerville, ma 02143

WINTER SOLSTICE SHADOW STUDY - DECEMBER 21

118 HOLWORTHY ST, CAMBRIDGE MA

118

HOLWORTHY ST,

LLCA4.3

09-04-20

SPECIAL

PERMIT SET

19AM - EXISTING

212PM - EXISTING

49AM - PROPOSED

512PM - PROPOSED

33PM - EXISTING

63PM - PROPOSED N

N

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FELDMANL A N D S U R V E Y O R S

AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
54.09
AutoCAD SHX Text
54.51
AutoCAD SHX Text
55.26
AutoCAD SHX Text
54.86
AutoCAD SHX Text
54.34
AutoCAD SHX Text
54.60
AutoCAD SHX Text
53.73
AutoCAD SHX Text
54.32
AutoCAD SHX Text
53.99
AutoCAD SHX Text
R=53.53
AutoCAD SHX Text
54.15
AutoCAD SHX Text
53.96
AutoCAD SHX Text
53.77
AutoCAD SHX Text
53.81
AutoCAD SHX Text
53.29
AutoCAD SHX Text
R=54.15
AutoCAD SHX Text
R=53.62
AutoCAD SHX Text
54.24
AutoCAD SHX Text
54.43
AutoCAD SHX Text
54.52
AutoCAD SHX Text
54.71
AutoCAD SHX Text
54.91
AutoCAD SHX Text
54.74
AutoCAD SHX Text
54.97TC
AutoCAD SHX Text
54.45BC
AutoCAD SHX Text
55.11
AutoCAD SHX Text
55.68
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
VGC
AutoCAD SHX Text
VGC
AutoCAD SHX Text
2.5 STORY WOOD (UNDER CONSTRUCTION)
AutoCAD SHX Text
8"
AutoCAD SHX Text
16"
AutoCAD SHX Text
(5)4"
AutoCAD SHX Text
36"
AutoCAD SHX Text
18"
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
HOLWORTHY STREET
AutoCAD SHX Text
(PUBLIC - 50' WIDE)
AutoCAD SHX Text
D
AutoCAD SHX Text
3.5' CLF
AutoCAD SHX Text
3.5' CLF
AutoCAD SHX Text
3.5' CLF
AutoCAD SHX Text
D
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
R=57.11
AutoCAD SHX Text
R=57.45
AutoCAD SHX Text
53.99
AutoCAD SHX Text
54.36
AutoCAD SHX Text
56.4
AutoCAD SHX Text
56.7
AutoCAD SHX Text
I=48.6
AutoCAD SHX Text
I=48.6
AutoCAD SHX Text
I=48.9
AutoCAD SHX Text
I=48.4
AutoCAD SHX Text
I=48.3
AutoCAD SHX Text
I=49.8
AutoCAD SHX Text
S
AutoCAD SHX Text
I=41.1
AutoCAD SHX Text
I=41.4
AutoCAD SHX Text
12"D
AutoCAD SHX Text
12"D
AutoCAD SHX Text
12"D
AutoCAD SHX Text
12"D
AutoCAD SHX Text
12"S
AutoCAD SHX Text
12"S
AutoCAD SHX Text
12"S
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
12"D
AutoCAD SHX Text
12"D
AutoCAD SHX Text
12"D
AutoCAD SHX Text
12"W
AutoCAD SHX Text
12"W
AutoCAD SHX Text
8"W
AutoCAD SHX Text
8"W
AutoCAD SHX Text
8"G
AutoCAD SHX Text
8"G
AutoCAD SHX Text
OVER 0.04'
AutoCAD SHX Text
(OVER 0.04'REC.)
AutoCAD SHX Text
SB/DH-F
AutoCAD SHX Text
(BOTH ON-LINE)
AutoCAD SHX Text
SB-F
AutoCAD SHX Text
(WITH TWO DRILL HOLES)
AutoCAD SHX Text
TOP BRICK CORNER BACK 2.80' (HELD)
AutoCAD SHX Text
159.12'(C)
AutoCAD SHX Text
N 87°30'01" W
AutoCAD SHX Text
159.25'(R)
AutoCAD SHX Text
100.00'(HELD)
AutoCAD SHX Text
LOCUST STREET
AutoCAD SHX Text
(PUBLIC - 40' WIDE)
AutoCAD SHX Text
Now or Formerly ALLERTON HOMES, LLC (BOOK 72759 PAGE 463)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-24
AutoCAD SHX Text
Now or Formerly PERRY K. & SUSAN S. NEUBAUER (BOOK 26107 PAGE 360)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-23
AutoCAD SHX Text
Now or Formerly DIANA I. PARK (BOOK 13215 PAGE 128)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-25
AutoCAD SHX Text
Now or Formerly ROBERT JR. HILL (BOOK 45138 PAGE 505)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-65
AutoCAD SHX Text
Now or Formerly RONALD G. BENHAM & ELAINE OREILLY (BOOK 25387 PAGE 482)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-64
AutoCAD SHX Text
Now or Formerly ALPERT, CAROL LYNN TRUSTEE OF CAROL LYNN ALPERTY LIVING TRUST (BOOK 56542 PAGE 599)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-16-99
AutoCAD SHX Text
LOT AREA=7,898 SQ. FT.
AutoCAD SHX Text
BACK 12.1'
AutoCAD SHX Text
BACK 12.1'
AutoCAD SHX Text
TBM-1
AutoCAD SHX Text
TBM-2
AutoCAD SHX Text
302.01'(C)
AutoCAD SHX Text
302.00'(R)
AutoCAD SHX Text
HOLMES STREET
AutoCAD SHX Text
(HELD)
AutoCAD SHX Text
LCC NO.11769A
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
VGC
AutoCAD SHX Text
VGC
AutoCAD SHX Text
VGC
AutoCAD SHX Text
BACK 9.7'
AutoCAD SHX Text
BACK 9.6'
AutoCAD SHX Text
4.0'
AutoCAD SHX Text
8.1'
AutoCAD SHX Text
8.2'
AutoCAD SHX Text
5.8'
AutoCAD SHX Text
#112
AutoCAD SHX Text
#118
AutoCAD SHX Text
6.8'
AutoCAD SHX Text
S 02°37'56" W
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
N 05°16'56" E
AutoCAD SHX Text
50.05'
AutoCAD SHX Text
S 87°30'12" E
AutoCAD SHX Text
156.81'(C)
AutoCAD SHX Text
157'(R)
AutoCAD SHX Text
Now or Formerly WALTER J. LYONS AND MARY E. LYONS AS TRUSTEES OF 124 HOLWORTHY STREET NOMINEE TRUST (BOOK 50863 PAGE 574)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-103
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-104
AutoCAD SHX Text
Now or Formerly BARRY M. LYONS (BOOK 42124 PAGE 485)
AutoCAD SHX Text
Now or Formerly CHRISTOPHER & TENI A. LAVOIE (BOOK 54303 PAGE 283)
AutoCAD SHX Text
ASSESSORS PARCEL ID: 254-19
AutoCAD SHX Text
#124
AutoCAD SHX Text
#124R
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BRICK
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BRICK
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DECK
AutoCAD SHX Text
OHW
AutoCAD SHX Text
57.21
AutoCAD SHX Text
57.33
AutoCAD SHX Text
57.87
AutoCAD SHX Text
57.71
AutoCAD SHX Text
56.40
AutoCAD SHX Text
55.32
AutoCAD SHX Text
54.83
AutoCAD SHX Text
54.72
AutoCAD SHX Text
56.30
AutoCAD SHX Text
56.74
AutoCAD SHX Text
57.21
AutoCAD SHX Text
57.03
AutoCAD SHX Text
57.16
AutoCAD SHX Text
57.34
AutoCAD SHX Text
57.76
AutoCAD SHX Text
57.87
AutoCAD SHX Text
57.81
AutoCAD SHX Text
57.55
AutoCAD SHX Text
57.53
AutoCAD SHX Text
56.68
AutoCAD SHX Text
57.34
AutoCAD SHX Text
57.33
AutoCAD SHX Text
57.90BS
AutoCAD SHX Text
55.61
AutoCAD SHX Text
55.68
AutoCAD SHX Text
56.05
AutoCAD SHX Text
57.33
AutoCAD SHX Text
56.65
AutoCAD SHX Text
56.57
AutoCAD SHX Text
55.89
AutoCAD SHX Text
55.46
AutoCAD SHX Text
56.4
AutoCAD SHX Text
57.4
AutoCAD SHX Text
57.1
AutoCAD SHX Text
56.3
AutoCAD SHX Text
55.5
AutoCAD SHX Text
55.2
AutoCAD SHX Text
55.4
AutoCAD SHX Text
55.60
AutoCAD SHX Text
56.4
AutoCAD SHX Text
56.8
AutoCAD SHX Text
56.9
AutoCAD SHX Text
56.8
AutoCAD SHX Text
56.9
AutoCAD SHX Text
56.8
AutoCAD SHX Text
56.4
AutoCAD SHX Text
57.0
AutoCAD SHX Text
56.93
AutoCAD SHX Text
56.35
AutoCAD SHX Text
55.71
AutoCAD SHX Text
54.87
AutoCAD SHX Text
55.31
AutoCAD SHX Text
55.41
AutoCAD SHX Text
56.4
AutoCAD SHX Text
55.9
AutoCAD SHX Text
56.7
AutoCAD SHX Text
56.0
AutoCAD SHX Text
55.4
AutoCAD SHX Text
54.4
AutoCAD SHX Text
56.0
AutoCAD SHX Text
56.43
AutoCAD SHX Text
56.7
AutoCAD SHX Text
57.9
AutoCAD SHX Text
57.6
AutoCAD SHX Text
56.4
AutoCAD SHX Text
55.6
AutoCAD SHX Text
55.08
AutoCAD SHX Text
55.30
AutoCAD SHX Text
55.93
AutoCAD SHX Text
55.85
AutoCAD SHX Text
55.41
AutoCAD SHX Text
55.85
AutoCAD SHX Text
56.47
AutoCAD SHX Text
57.75
AutoCAD SHX Text
56.02
AutoCAD SHX Text
57.21
AutoCAD SHX Text
57.79
AutoCAD SHX Text
(3)4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
10"
AutoCAD SHX Text
20"
AutoCAD SHX Text
24"
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14" STUMP
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(2)12"
AutoCAD SHX Text
(3)10"
AutoCAD SHX Text
(3)18"
AutoCAD SHX Text
(3)12"
AutoCAD SHX Text
EM
AutoCAD SHX Text
ENT.
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
S
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G
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
55.93BW
AutoCAD SHX Text
56.48BW
AutoCAD SHX Text
54.8
AutoCAD SHX Text
54.6
AutoCAD SHX Text
55.5
AutoCAD SHX Text
56.6
AutoCAD SHX Text
56.5
AutoCAD SHX Text
56.9
AutoCAD SHX Text
56.9
AutoCAD SHX Text
RD
AutoCAD SHX Text
RD
AutoCAD SHX Text
RD
AutoCAD SHX Text
56.6
AutoCAD SHX Text
56.6
AutoCAD SHX Text
56.7
AutoCAD SHX Text
55.7
AutoCAD SHX Text
54.9
AutoCAD SHX Text
54.6
AutoCAD SHX Text
54.0
AutoCAD SHX Text
55.09
AutoCAD SHX Text
55.29
AutoCAD SHX Text
55.67
AutoCAD SHX Text
56.34
AutoCAD SHX Text
56.47
AutoCAD SHX Text
57.09
AutoCAD SHX Text
57.02
AutoCAD SHX Text
55.73
AutoCAD SHX Text
55.38TC
AutoCAD SHX Text
55.16TC
AutoCAD SHX Text
59.09TS
AutoCAD SHX Text
59.27TS
AutoCAD SHX Text
59.25TS
AutoCAD SHX Text
56.73TS
AutoCAD SHX Text
54.55
AutoCAD SHX Text
55.08
AutoCAD SHX Text
55.30
AutoCAD SHX Text
55.93
AutoCAD SHX Text
55.85
AutoCAD SHX Text
56.55
AutoCAD SHX Text
56.63
AutoCAD SHX Text
55.41
AutoCAD SHX Text
54.98BC
AutoCAD SHX Text
54.77BC
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
56.3
AutoCAD SHX Text
BIT. CONC.
AutoCAD SHX Text
56.38
AutoCAD SHX Text
56.62TCW
AutoCAD SHX Text
56.45TW
AutoCAD SHX Text
56.8
AutoCAD SHX Text
54.6
AutoCAD SHX Text
53.7
AutoCAD SHX Text
55.3
AutoCAD SHX Text
57.3
AutoCAD SHX Text
57.2
AutoCAD SHX Text
57.5
AutoCAD SHX Text
57.0
AutoCAD SHX Text
54.8
AutoCAD SHX Text
57.75TW
AutoCAD SHX Text
57.38TW
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
57.37TW
AutoCAD SHX Text
57.46TW
AutoCAD SHX Text
57.60TW
AutoCAD SHX Text
STATUE
AutoCAD SHX Text
(3)4"
AutoCAD SHX Text
6' STOCKADE
AutoCAD SHX Text
4'CLF
AutoCAD SHX Text
4'CLF
AutoCAD SHX Text
4'CLF
AutoCAD SHX Text
4'CLF
AutoCAD SHX Text
WOOD RAMP
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
ENT.
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
CONSTRUCTION CLF
AutoCAD SHX Text
VGC
AutoCAD SHX Text
VGC
AutoCAD SHX Text
VGC
AutoCAD SHX Text
VGC
AutoCAD SHX Text
ENT.
AutoCAD SHX Text
ENT.
AutoCAD SHX Text
CC
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
57.2
AutoCAD SHX Text
6' STOCKADE
AutoCAD SHX Text
SHED
AutoCAD SHX Text
SHED
AutoCAD SHX Text
2.5 STORY WOOD
AutoCAD SHX Text
GRANITE BLOCKS
AutoCAD SHX Text
56.7
AutoCAD SHX Text
58.1
AutoCAD SHX Text
57.8
AutoCAD SHX Text
3'WIF
AutoCAD SHX Text
2"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
6' STOCKADE
AutoCAD SHX Text
WOOD STEPS
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
MULCH
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
M&S
AutoCAD SHX Text
M&S
AutoCAD SHX Text
56.6
AutoCAD SHX Text
ROOF OVERHANG
AutoCAD SHX Text
55.5
AutoCAD SHX Text
55.2
AutoCAD SHX Text
58.1
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
CANOPY
AutoCAD SHX Text
8"G
AutoCAD SHX Text
8"G
AutoCAD SHX Text
G
AutoCAD SHX Text
8"W
AutoCAD SHX Text
12"W
AutoCAD SHX Text
12"W
AutoCAD SHX Text
6.7'
AutoCAD SHX Text
3.7'
AutoCAD SHX Text
3.6'
AutoCAD SHX Text
BACK 9.0'
AutoCAD SHX Text
BACK 9.0'
AutoCAD SHX Text
2.5 STORY WOOD
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
M&S
AutoCAD SHX Text
55.6
AutoCAD SHX Text
55
AutoCAD SHX Text
55
AutoCAD SHX Text
56
AutoCAD SHX Text
57
AutoCAD SHX Text
57
AutoCAD SHX Text
56
AutoCAD SHX Text
57
AutoCAD SHX Text
56
AutoCAD SHX Text
57
AutoCAD SHX Text
56
AutoCAD SHX Text
55
AutoCAD SHX Text
56
AutoCAD SHX Text
54
AutoCAD SHX Text
57
AutoCAD SHX Text
56
AutoCAD SHX Text
55
AutoCAD SHX Text
55
AutoCAD SHX Text
58
AutoCAD SHX Text
M&S
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BACK 4.3'
AutoCAD SHX Text
BACK 4.4'
AutoCAD SHX Text
BRICK FACE
AutoCAD SHX Text
BRICK FACE
AutoCAD SHX Text
BRICK FACE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
56.54
AutoCAD SHX Text
56.75
AutoCAD SHX Text
57.40
AutoCAD SHX Text
57.29
AutoCAD SHX Text
58.07
AutoCAD SHX Text
59.50
AutoCAD SHX Text
58.1
AutoCAD SHX Text
58.3
AutoCAD SHX Text
56.41
AutoCAD SHX Text
56.90
AutoCAD SHX Text
ROOF ELEVATION AT PEAK=90.03
AutoCAD SHX Text
58
AutoCAD SHX Text
57
AutoCAD SHX Text
1.25"G
AutoCAD SHX Text
1.25"G
AutoCAD SHX Text
1.25"G
AutoCAD SHX Text
57
AutoCAD SHX Text
BACK 23.4'
AutoCAD SHX Text
BACK 23.4'
AutoCAD SHX Text
BACK 97.0'
AutoCAD SHX Text
14" STUMP
AutoCAD SHX Text
6" STUMP
AutoCAD SHX Text
TOP BRICK CORNER
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BACK 2.37' (HELD)
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BACK 4.05' (HELD)
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CUSHING STREET
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(HELD)
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S
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R=48.42
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I=37.8
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I=37.7
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12"S
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12"S
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263'%%P
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CALC GL
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CADD GL
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FIELD CHECKED
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PROJ MGR GL
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JOB NO. 17238
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CRD FILE 17238
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RESEARCH
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FIELD CHIEF NC
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APPROVED
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10
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EXISTING CONDITIONS PLAN OF LAND
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CAMBRIDGE, MASS.
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0
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5
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10
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20
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118 HOLWORTHY STREET
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152 HAMPDEN STREET
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FELDMAN LAND SURVEYORS
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PHONE: (617)357-9740
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JANUARY 11, 2020
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BOSTON, MASS. 02119
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www.feldmansurveyors.com
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FILENAME:
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SHEET NO. 1 OF 1
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SCALE: 1"=10'
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40
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%%ULEGEND
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SEWER MANHOLE
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DRAIN MANHOLE
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S
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D
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MBTA MANHOLE
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M
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GAS SHUT OFF/GAS GATE
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WATER SHUT OFF/WATER GATE
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O
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W
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S
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O
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S
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G
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CATCH BASIN
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UTILITY POLE
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SIGN
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BOUND FOUND
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EM
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ELECTRIC METER
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DECIDUOUS TREE
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CONIFEROUS TREE
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GATE POST
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GP
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BOTTOM OF CURB
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BC
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BIT
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BITUMINOUS
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BOTTOM OF STEPS
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BS
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CONC
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CONCRETE
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CLF
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CHAIN LINK FENCE
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ENTRANCE
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ENT
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FINISH FLOOR ELEVATION
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FFE
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I=
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INVERT ELEVATION
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LAND COURT CASE
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LCC
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MULCH & SHRUBS
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M&S
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(R)
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RECORD
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(C)
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CALCULATED
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SB
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STONE BOUND
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SQUARE FEET
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SQ. FT.
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T
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TOP
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TOP OF CURB
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TEMPORARY BENCH MARK
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TBM
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TC
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THRESHOLD
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TH
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TOP OF STEPS
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TS
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VGC
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VERTICAL GRANITE CURB
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D
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DRAIN
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G
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GAS
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S
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SEWER
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OVERHEAD WIRES
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OHW
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W
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WATER
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WOOD FENCE
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X
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METAL FENCE
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X
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I CERTIFY THAT THIS PLAN IS BASED ON AN ACTUAL FIELD SURVEY AND THE LATEST RECORD PLANS, DEEDS AND CERTIFICATES OF TITLE.
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DATE
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KEVIN ARSENAULT, PLS (MA# 45286) [email protected]
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NOTES: 1) BENCH MARK INFORMATION: BENCH MARK INFORMATION: BENCH MARK USED: BM-0601: DRILL HOLE FOUND IN CONCRETE SIDEWALK AT THE NORTHEASTERLY CORNER AT INTERSECTION OF HOLWORTHY STREET AND HOLMES STREET. ELEVATION=54.83 BM-1024: MAG NAIL FOUND IN CONCRETE SIDEWALK AT EASTERLY SIDE OF HOLWORTHY STREET AT THE INTERSECTION WITH SPRUCE AVENUE. ELEVATION=39.93 TEMPORARY BENCH MARKS SET: TBM-1: MAG NAIL SET IN CONCRETE SIDEWALK IN FRONT OF NO.112 HOLWORTHY STREET, AS SHOWN HEREON. ELEVATION=54.78 TBM-2: MAG NAIL SET IN CONCRETE SIDEWALK AT SOUTHWESTERLY CORNER AT INTERSECTION OF HOLWORTHY STREET AND LOCUST STREET, AS SHOWN HEREON. ELEVATION=58.37 2) ELEVATIONS REFER TO CAMBRIDGE CITY BASE. ELEVATIONS REFER TO CAMBRIDGE CITY BASE. 3) CONTOUR INTERVAL EQUALS ONE (1) FOOT. 4) UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND PLANS UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND PLANS OF RECORD. THE LOCATIONS OF UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED FROM THE AFOREMENTIONED RECORD PLANS AND ARE APPROXIMATE ONLY. WE CANNOT ASSUME RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES THAT ARE OMITTED OR INACCURATELY SHOWN ON SAID RECORD PLANS, SINCE SUBSURFACE UTILITIES CANNOT BE VISIBLY VERIFIED. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER UTILITY ENGINEERING DEPARTMENT SHOULD BE CONSULTED AND THE ACTUAL LOCATION OF SUBSURFACE STRUCTURES SHOULD BE DETERMINED IN THE FIELD. CALL, TOLL FREE, THE DIG SAFE CALL CENTER AT 1-888-344-7233 SEVENTY-TWO HOURS PRIOR TO EXCAVATION. 5) THIS DOCUMENT IS AN INSTRUMENT OF SERVICE OF FELDMAN LAND SURVEYORS THIS DOCUMENT IS AN INSTRUMENT OF SERVICE OF FELDMAN LAND SURVEYORS ISSUED TO OUR CLIENT FOR PURPOSES RELATED DIRECTLY AND SOLELY TO FELDMAN LAND SURVEYORS' SCOPE OF SERVICES UNDER CONTRACT TO OUR CLIENT FOR THIS PROJECT. ANY USE OR REUSE OF THIS DOCUMENT FOR ANY REASON BY ANY PARTY FOR PURPOSES UNRELATED DIRECTLY AND SOLELY TO SAID CONTRACT SHALL BE AT THE USER'S SOLE AND EXCLUSIVE RISK AND LIABILITY, INCLUDING LIABILITY FOR VIOLATION OF COPYRIGHT LAWS, UNLESS WRITTEN CONSENT IS PROVIDED BY FELDMAN LAND SURVEYORS.
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REFERENCES MIDDLESEX COUNTY REGISTRY OF DEEDS BOOK 16030 PAGE 275 PLAN NO.1100 OF 1994 PLAN NO.176 OF 2004 PLAN BOOK 2 PLAN NO. 80 PLAN BOOK 20 PLAN NO. 70 MASSACHUSETTS LAND COURT LCC NO.11769A CITY OF CAMBRIDGE ENGINEERING DEPARTMENT FIELD BOOK 98 PAGE 14 FIELD BOOK 114 PAGE 94 FIELD BOOK 142 PAGE 29
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SCALED FROM LCC NO.11769A
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No.45286
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ARSENAULT
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D.
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KEVIN
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T
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T
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E
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S
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U
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H
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C
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A
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S
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S
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A
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M
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F
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O
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H
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L
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A
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W
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N
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M
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M
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C
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E
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F
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R
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P
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R
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O
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Y
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E
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V
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R
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U
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S
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D
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N
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A
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L
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BOTTOM OF WALL
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BW
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TOP OF WALL
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TW
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WROUGHT IRON FENCE
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ROOF DRAIN
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RD
Page 24: A0...2020/12/23  · FRONT HOUSE - ELEVATIONS A2.2 REAR HOUSE - ELEVATIONS A2.3 REAR HOUSE - ELEVATIONS A2.4 EXISTING ELEVATIONS A2.5 EXISTING ELEVATIONS A2.6 GARAGE ELEVATIONS A2.7