EX08

N

EX09

W

EX07

E

EX06

S

MECH ROOM

UP

UP

UP

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-6"

HE

AD

: 10' - 0"

SILL: 6'-6 1/2"

HE

AD

: 10' - 0 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-3 1/2"

HEAD: 9' - 9 1/4"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-3 1/2"

HEAD: 9' - 9 1/4"

SILL: 6'-3 1/2"

HEAD: 9' - 9 1/4"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

54' - 1 3/4" 14' - 7 1/2" 38' - 6 3/4"

107' - 4"

54' - 0 1/4" 14' - 7 1/2" 38' - 8 1/4"

107' - 4"

7' - 6"

8' - 9 5/8"

26' - 5 1/2"

30' - 3 1/2"

19' - 3 1/8"

7' - 4"

12' - 10"

7' - 3"

11' - 11"

7' - 0 1/2"

4' - 4 1/8"

11' - 11 7/8"

16' - 1 3/8"48' - 9 1/8"

16' - 8"

18' - 8"

44' - 0"

44' - 0"

18' - 11 7/8"

47' - 10 7/8"

UNABLE TO ACCESS UNABLE TO ACCESS

Wall thickness

undetermined

1/4" = 1'-0"

Existing Basement Floor Plan

CH = 9'-10"

CH = 9'-10"

CH = 7'-10"

CH = 9'-10"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

7' - 3"

CH = 7'-10"

Unit #B-1

13'-9"

14'-1 1/4"

15'-3 7/8"

12'-6 7/8"

10'-7 3/4"

11'-3 1/8"

STORAGE

STORAGE

Scale:

Drawn By:

Existing Conditions Surveys Inc.

398 Columbus Avenue #334

Boston, MA 02116 USA

T 617.247.9161

F 617.249.0746

E info@existingconditions.com

The Most Accurate

Existing Conditions Surveys and

As-Built Surveys

www.existingconditions.com

Revision Schedule

Revision

Number

Revision

Description

Revision

Date

Date:

www.existingconditions.com

All projects are measured using the most

advanced laser measuring equipment and our

best standards and practices. All work will be

field verified by client prior to design or

construction or other use, please visit

www.existingconditions.com for terms and

conditions of use.

2016-10-06

1/4" = 1'-0"

ECS/KDC

EX01

Existing

Basement Plan

131 Orchard St

Somerville, MA

Chadwick

Apartments

EX08

N

EX09

W

EX07

E

MECH ROOM

UP

UP

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-5"

HEAD: 9' - 11"

SILL: 6'-6"

HE

AD

: 10' - 0"

SILL: 6'-6 1/2"

HE

AD

: 10' - 0 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-3 1/2"

HEAD: 9' - 9 1/4"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-3 1/2"

HEAD: 9' - 9 1/4"

SILL: 6'-3 1/2"

HEAD: 9' - 9 1/4"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HEAD: 9' - 11 1/2"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

SILL: 6'-5 1/2"

HE

AD

: 9' - 11 1/2"

54' - 1 3/4" 14' - 7 1/2" 38' - 6 3/4"

107' - 4"

54' - 0 1/4" 14' - 7 1/2" 38' - 8 1/4"

107' - 4"

7' - 6"

8' - 9 5/8"

7' - 4"

12' - 10"

7' - 3"

4' - 4 1/8"

16' - 8"

18' - 8"

44' - 0"

44' - 0"

7' - 10"

11' - 0 3/4"

1/4" = 1'-0"

Proposed Basement Floor Plan

CH = 9'-10"

CH = 9'-10"

CH = 7'-10"

CH = 9'-10"

CL

CLOSET

14'-1 5/8"

15'-0 1/8"

14'-9 5/8"

12'-10 7/8"

7'-4"

13'-6"

16'-4 1/4"

14'-5 3/4"

14'-10 3/8"

11'-8"

10'-0"

12'-6 1/8"

CH = 8'-0"

CH = 8'-0"

12'-1 1/2"

LAUNDRY

STORAGESTORAGE

ELECTRIC METER ROOM

CLOSET

ELE

VA

TO

R P

UM

P R

OO

M

7'-3"

3'-6 7/8"

11'-9"

7'-11"

12'-11 3/4"

14'-0 3/4"

16'-5"

10'-6 1/4"

Unit #B-2

533 sf

Unit #B-3

474 sf

Unit #B-4

650 sf

13'-9"

14'-1 1/4"

4'-11 5/8"

15'-3 7/8"

12'-6 7/8"

10'-7 3/4"

11'-3 1/8"

3'-5 1/2"

6'-0"

3'-7 1/2"

3'-6"

3'-6"

7'-8 1/2"

7'-2"

5'-0"

5'-6"

2'-0"

CL

4'-0"

3'-7"

3'-5"

CLOSET

Unit #B-1

641 sf

AREA9,818 ±SF

ORCHARD STREET

DAY

STRE

ET81

.00'

122.50'

79.00

'

No. 314 STORYBRICK

FIRE ESCAPE

6.0'

15.3'

15.7'

7.6'

19.6'

15.4'

9.8'

Granitetyp

Granitetyp

RedPavers

RedPaversOrnamental Plants

Ornamental PlantsBlack 36" Historical Bollards

I CERTIFY THAT THIS PLAN WAS MADE FROM ANINSTRUMENT SURVEY ON THE GROUND ON THE DATEOF OCTOBER 26, 2016 AND ALL STRUCTURES ARELOCATED AS SHOWN HEREON.

ACCORDING TO THE FEDERAL EMERGENCYMANAGEMENT AGENCY (F.E.M.A.) MAPS, THE MAJORIMPROVEMENTS ON THIS PROPERTY FALL IN ANAREA DESIGNATED AS ZONE "X"(AREA DETERMINED TO BE OUTSIDE 0.2% ANNUALCHANCE FLOODPLAIN).COMMUNITY PANEL:#25017C0438EEFFECTIVE DATE: 06/04/2010

NOTES:PARCEL ID: 22-D-21

REFERENCES:DEED: BK 67813; PG 564PLAN: BK 5359; PG 423

#1329 OF 1947#57 OF 2004PL BK 53; PL 47

JOB #16-00712

FIELD BOOK DRAFT. BYINSP. BYPAGE CHECKED BY

SOMERVILLE, MA131 ORCHARD STREETLANDCAPING PLAN

LOCATED AT

PREPARED FOR:LACOURT ENTERPRISES, LLC30 COLLEGE AVENUESOMERVILLE, MA 02144

N/AM MO RAP GCC

DATE: OCTOBER 26, 2016

FILE #16-00712 - CPP.DWG

NOTE:OFFSET DIMENSIONS SHOWN ARE TAKENFROM CONCRETE BASE OF EXISTING BUILDING.