201 Elliott Street Beverly, Massachusetts IR, IR OVERLAY, ... by Meridian Associates dated November 5, ... Beverly, Massachusetts 201 Elliott Street Residential Developement 1

Beverly, MassachusettsLOCUS PLAN

201 Elliott Street

RENDERING

BEVERLY COMMERCE PARK, LLP

(781) 935-8000

OWNER/APPLICANT:

WOBURN, MA 01801200 WEST CUMMINGS PARK

PROJECT TEAM

c/o CUMMINGS PROPERTIES, LLC

TITLE SHEET

TITLE

GRADING AND DRAINAGE PLAN

EXISTING CONDITIONS PLAN

SHEET

----

C-3

C-0

C-4

C-1

NO.

LIST OF DRAWINGSDATE

01/30/15

ISSUED

UTILITY PLAN

SCHEMATIC SITE PLAN

C-2

REVISIONDATE

SPECIAL PERMIT

January 30, 2015

APPROVED BY THE CITY OFBEVERLY PLANNING BOARD

CHAIRMAN Issued for Special Permit

A-2

SCHEMATIC PLANA-1

LANDSCAPE PLAN

SCHEMATIC ELEVATIONS

and Site Plan Review01/30/15

01/30/15

01/30/15

01/30/15

01/30/15

01/30/15

01/30/15

05/15/15

04/10/15

04/10/15

Revised May 15, 2015

ATLANTIC BOSTON CONSTRUCTION, INC.

(781) 935-8000WOBURN, MA 01801

ARCHITECT:

200 WEST CUMMINGS PARK

MICHAEL A. AVENI - MA REG. 31349

ALAN ENGINEERING, L.L.C.

(978) 577-6444WESTFORD, MA 01886288 LITTLETON ROAD, SUITE 31

CIVIL ENGINEER:MARK SLEGER - MA REG. 34407

C-6 BUILDING HEIGHT STUDY

C-5 SCHEMATIC SITE LIGHTING PLAN 04/10/15

04/10/15

C-7 CONSTRUCTION DETAILS 05/15/15

05/15/15

05/15/15

05/15/15

05/15/15

05/15/15

05/15/15

INLET

BASS RIVER

20

16

18

20

2

16

Existing West Parking Garage

4 Levels

FFE = 9.0

Existing Concrete

Foundation

FFE = 11.3

N/F

Rehold Beverly LLC

LOT 105

Existing Paved

Parking Area

R

E

Q

'D

.2

0

'

S

I

D

E

Y

A

R

D

S

E

T

B

A

C

K

R

E

Q

'D

.

3

0

'

F

R

O

N

T

Y

A

R

D

S

E

T

B

A

C

K

3

0

.8

'

3

9

.8

'

18

T

Fairweather

LOT 95

Preservation

EXISTING

FOUNTAIN

118.5'

11

0.5

'

E

X

I

S

T

IN

G

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

Z

O

N

E

R

-

1

0

Z

O

N

E

S

I

R

,

I

R

O

V

E

R

L

A

Y

,

A

N

D

F

L

O

O

D

P

L

A

I

N

O

V

E

R

L

A

Y

C/O Stop & Shop Supermarket Co.

Associates, LMTD

N

6

6

°

2

4

'1

9

"

W

R

=

4

4

9

.3

7

Δ

=

3

0

°2

3

'4

4

"

D

3

5

.

5

'

Suite 96-X

(Restaurant)

Suite 98-X

(Fitness)

Suite 97-X

(Optic Shop)

Existing Paved

Parking Area

Existing Paved

Parking Area

Existing Paved

Parking Area

18

17

Existing Paved

Parking Area

9.00

7.98

GAR SLAB 8.59

7.65

7.55

8.14

7.90

8.16

8.118.61

8.11

7.83

8.30

9.23

9.30

8.27

7.91

8.44

8.598.128.62

9.44

10.07

Z

O

N

E

S

IR

, IR

O

V

E

R

L

A

Y

, A

N

D

F

L

O

O

D

P

L

A

IN

O

V

E

R

L

A

YZ

O

N

E

C

G

ZO

NE

S IR

, IR

O

VE

RLA

Y, A

ND

FL

OO

D P

LA

IN

O

VE

RLA

Y

ZO

NE

S IG

F

LO

OD

P

LA

IN

O

VE

RLA

Y

Existing

Sign (to be

relocated)

M

c

K

A

Y

S

T

R

E

E

T

(

P

U

B

L

I

C

W

A

Y

)

ISLAND

3 WEST

ISLAND2 WEST

ISLAND

ISLAND4 WEST

5 WEST

ISLAND 6 WEST

(

P

U

B

L

I

C

W

A

Y

)

E

L

L

I

O

T

T

S

T

R

E

E

T

C

E

N

T

E

R

D

R

IV

E

WE

ST

D

RIV

E

ATM

ECB 2

RIM 7.76

INV IN: 5.88

INV OUT: 5.73

ECB 4

RIM: 8.03

INV. OUT: 5.86

ECB 1

RIM 7.90

INV OUT: 6.15

10" S

D

8" SD

ECB 5

RIM 8.22

INV OUT: 6.64

ECB 6

RIM 8.10

INV IN: 5.64

INV OUT: 5.60

ECB 7

RIM 8.11

INV IN: 4.36

INV OUT: 4.30

ECB 8

RIM 6.77

INV IN: 3.11

INV OUT: 3.05

1

0

"

S

D

ZONES IG FLOOD PLAIN OVERLAY

ZONES IR, IR OVERLAY, AND

FLOOD PLAIN OVERLAY

ZO

NE

S IR

, IR

O

VE

RLA

Y, A

ND

FL

OO

D P

LA

IN

O

VE

RL

AY

ZO

NE

S IG

F

LO

OD

P

LA

IN

O

VE

RL

AY

E

X

I

S

T

I

N

G

C

O

N

C

R

E

T

E

C

U

L

V

E

R

T

x

x

x

x

x

x

x

x

x

x

x

x

x

x x

100' Wetland Buffer

Utility

Vault

Edge of Resource

Area (Top of bank)

Utility

Handhole

N

6

6

°

2

4

'1

9

"

W

L

=

2

0

7

.3

1

'

N

84°01'20"W

L

=

8

0

.

5

1

'

1

4

3

.

5

3

'

S

7

3

°4

0

'2

2

"W

N

6

6

°

2

4

'

1

9

"

W

2

6

.

0

9

'

9.36

8.45

7.65

8.47

EDMH 1

RIM: 11.50

INV IN: 5.25

INV OUT: 5.20

ESMH

LEGEND

Existing

Conditions

Site Plan

DATEBYNO. APP DESCRIPTION

MASDRAWN BY:CHECK BY:

DATE:SCALE: 1"=20'-0"

BFC

Beverly, Massachusetts

201 Elliott StreetResidential Developement

1

SCALE: 1" - 20'-0"

SITE PLAN

5'0 10' 20' 40'

PKG.

PKG.

100

900

POND

800

200

500

POND

600

LOCUS PLAN 1:800

N

SCOPE OF

WORK

Existing Spot Elevation

8.12

Existing Contour

Existing Catch BasinECB

Finished Floor ElevationFFE

Existing Site Sign

Pole Mounted Site Light

400 Watt High Pressure Sodium fixture

mounted downward on a 26' pole.

Existing Stone Retaining Wall

Zoning District Boundary Line

Chain Link Fence with Privacy Slats

Edge of Pavement

Existing Utility Pole

Existing Drainage ManholeEDMHD

EOP

Site Plan Review

01/30/15

SITE PLAN REVIEW

RESUBMITTAL

04/10/15BFC1

Beverly Commerce Park, LLP200 West Cummings Park

Woburn, Massachusetts 781 935-8000

100' Wetland Buffer

x x

Notes:

1. Property line and setback information shown hereon is based ona plan titled Plan of Land Located In Beverly Massachusetts(Essex County) by Meridian Associates dated November 5,2013.

2. Spot grade, catch basin and drainage information and additionalcontour information derrived from Alan Engineering site surveyon March 19, 2015. Elevations shown are based on NorthAmerican Vertical Datum (NAVD) of 1988.

3. A portion of the site lies in the Special Flood Hazard Zone AEwith a base flood elevation of 10 (NAVD 1988). See FEMAFlood Insurance Rate Map (FIRM) number 25009C0417G,effective date July 16, 2014.

N

REVISIONS PER ENGINEERING

DEPARTMENT COMMENTS

05/15/15BFC2

2

2

Existing Sewer ManholeESMHS

10

Parking Spaces in row

2

Stamped Asphalt

Pedestrian Crossing

M

c

K

A

Y

S

T

R

E

E

T

(

P

U

B

L

I

C

W

A

Y

)

(

P

U

B

L

I

C

W

A

Y

)

E

L

L

I

O

T

T

S

T

R

E

E

T

E

X

I

S

T

I

N

G

C

O

N

C

R

E

T

E

C

U

L

V

E

R

T

WE

ST

D

RIV

E

10

12

ATM

7

VG

C

ESGC

ESGC

ESGC

ESGC

V

G

C


4 Levels

FFE = 9.0

R

e

q

'd

3

0

' F

ro

n

t

Y

a

rd

S

e

tb

a

c

k

Proposed Residential

Building

(73 Units)

FFE = 11.3

24'

Outdoor

Swimming

Pool

Drop Curb

Area

Drop Curb

Area

ENTRY

Port Cochère

9'-0"

18

'-0

"

TYP.

TY

P.

Existing Paved

Parking Area

Loading Area

Popcorn

Maker

3

5

.7

'

10

5

5

T

VG

C

Drop Curb

Area

10

4'

12

8.5

'

259'-0"

Conc.

Patio

Conc.

Patio

Conc.

Patio

Conc.

Patio

33.8'

Drop Curb

Area

CO

NC

RE

TE

S

ID

EW

AL

K

CONCRETE SIDEWALK

INLET

BASS RIVER

Conc.

Patio

Conc.

Patio

Roof @

2nd Level

10

2

2

.

6

'

Stamped Asphalt

Pedestrian Crossing

Entry Pillars

EXISTING

FOUNTAIN

Suite 96-X

(Restaurant)

Suite 98-X

(Fitness)

Suite 97-X

(Optic Shop)

Existing Traffic

Calming Device

Truncated dome detectable

warning strip

Existing Paved

Parking Area

Existing Paved

Parking Area

Existing Paved

Parking Area

Existing Paved

Parking Area

N

6

6

°

2

4

'1

9

"

W

L

=

2

0

7

.3

1

'

N

84°01'20"W

1

4

3

.

5

3

'

Proposed Hydrant Location

24'

Existing Painted

Crosswalk

24

'

ESGC

SG

C

SGC

Drop Curb

Area

E X I S T I N G L A N D S C A P E I S L A N D

E X I S T I N G L A N D S C A P E I S L A N D

ESGC

ESGC

ESGC

ESGC

SG

CS

GC

SG

C

VG

C

SG

C

SG

C

E

V

G

C

VG

C

Existing sign

(relocated)

S

7

3

°

4

0

'2

2

"W

N

6

6

°

2

4

'

1

9

"

W

2

6

.

0

9

'

2

1

.

6

'

R

E

Q

'D

.2

0

'

S

I

D

E

Y

A

R

D

S

E

T

B

A

C

K

100' Wetland Buffer

Z

O

N

E

R

-

1

0

Z

O

N

E

S

I

R

,

I

R

O

V

E

R

L

A

Y

,

A

N

D

F

L

O

O

D

P

L

A

I

N

O

V

E

R

L

A

Y

Z

O

N

E

S

IR

, IR

O

V

E

R

L

A

Y

, A

N

D

F

L

O

O

D

P

L

A

IN

O

V

E

R

L

A

YZ

O

N

E

C

G

ZO

NE

S IR

, IR

O

VE

RL

AY

, A

ND

FLO

OD

P

LA

IN

O

VE

RLA

Y

ZO

NE

S IG

F

LO

OD

P

LA

IN

O

VE

RLA

Y

New concrete

sidewalk

ES

GC

SG

C

ES

GC

Removed sloped

granite curb

Removed sloped

granite curb

Removed sloped

granite curb

CO

NC

RE

TE

S

ID

EW

AL

K

EN

TR

Y

Utility

Vault

SG

C

Landscaped

Area

Landscaped

Area

Landscaped

Area

x

x

x

x

x

x

x

x

x

x

x

x

x

UP

UP

UP

R=12'-0"

UP

RA

MP

ESGC

ESGC

V

G

C

New concrete

sidewalk

Edge of Resource

Area (Top of bank)

Existing

Landscape Island

Existing

Landscape Island

SG

C

ENTRY

L

=

8

0

.

5

1

'

C

E

N

T

E

R

D

R

IV

E

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

XX

Approximate location of

temporary, movable

chainlink construction fence

LEGEND

Schematic

Site Plan




BFC



1

SCALE: 1" - 20'-0"

SITE PLAN


Proposed Site Sign

Zoning District Boundary Line

Chain Link Fence with White Privacy Slats

Existing Utility Pole

Site Plan Review

01/30/15

SITE PLAN REVIEW

RESUBMITTAL

04/10/15BFC1



ZONING DISTRICT - RESTRICTED INDUSTRIAL,

RESEARCH AND OFFICE (IR OVERLAY)

PARKING

.

*

**

*

***

****

****

**

***

Notes: 1. Property line and setback information shown hereon is based on a

plan titled Plan of Land Located In Beverly Massachusetts (Essex County) by Meridian Associates dated November 5, 2013.

Proposed Sloped/Vertical Granite Curb

SGC VGC

ESGC EVGC

Existing Sloped/Vertical Granite Curb

New Concrete Sidewalk


(See Sheet L-5 for details)

x x

5'0 10' 20' 40'

N


DEPARTMENT COMMENTS

05/15/15BFC2

2

2

2

2

2

2

2

2

2

2

2

22

XTemporary Construction Fence

10 Parking Spaces in row

M

c

K

A

Y

S

T

R

E

E

T

(

P

U

B

L

I

C

W

A

Y

)

C

E

N

T

E

R

D

R

IV

E

E

X

I

S

T

I

N

G

C

O

N

C

R

E

T

E

C

U

L

V

E

R

T

WE

ST

D

RIV

E

ATM

30" SD


4 Levels

FFE = 9.0

N/F

BRIAN HOTAREK, ET AL. TRUSTEES

LOT 105A


Building

(73 Units)

FFE = 11.3

Popcorn

Maker

T

N/F

Old Salem

LOT 95

Associates, L.P.

INLET

BASS RIVER

(

P

U

B

L

I

C

W

A

Y

)

E

L

L

I

O

T

T

S

T

R

E

E

T

Suite 96-X

(Restaurant)

Suite 98-X

(Fitness)

Suite 97-X

(Optic Shop)

Outdoor

Swimming

Pool

100' Wetland Buffer

ECB 7

ECB 4

RIM: 8.03

INV. OUT: 5.86

ECB 1

RIM 7.90

INV OUT: 6.15

10" S

D

12" SD

ECB 5

RIM 8.22

INV OUT: 6.64

ECB 6

RIM 8.10

INV IN: 5.64

INV OUT: 5.60

ECB 7

RIM 8.11

INV IN: 4.36

INV OUT: 4.30

ECB 8

RIM 6.77

INV IN: 3.11

INV OUT: 3.05x

x

x

x

x

x

x

x

x

x

x

x

x

100 Year Floodplain

(Elevation 10)

Edge of Resource

Area (Top of bank)

ECB 2

RIM 7.76

INV IN: 5.88

INV OUT: 5.73

1

0

"

S

D

10.3

PCB 1

RIM 7.90

INV OUT: 6.00

Proposed

12" SDR-35 PVC

L=24', S=0.005

CONVERT TO DMH

RIM 8.50

INV IN 5.88

INV OUT 5.80

Existing 12"

SDR-35 PVC

L=48', S=0.003

PDMH 1

STORMCEPTOR OSR-140

RIM 8.90

INV IN 5.60

INV OUT 5.55

Existing

12" SDR-35 PVC

L=110', S=0.003

CONNECT EXISTING 8"

DRAIN TO ROOF DRAIN

SYSTEM

ABANDON STRUCTURE

8.5

8.5

10

11

14

1

4

1

2

14

13

14

13

14

1

2

1

3

15

15

15

15

21.8

21.8

18

20

19

17

16

15

14

13

12

13

12

13

11.3

11.3

11.3

11.3

1

5

1

21

1

E

X

I

S

T

I

N

G

E

X

IS

T

IN

G

NE

W

8.0

Proposed

12" SDR-35 PVC

L=145', S=0.005

ABANDON STRUCTURE


Existing Subsurface

Drainage Pipe


Existing Sewer ManholeESMH

S

Existing Sewer ManholeEDMHD

Grading and

Drainage Plan




BFC



1

SCALE: 1" - 20'-0"

SITE PLAN

5'0 10' 20' 40'

32''Ø

Va

rie

s

8"

8"

55

''

Min

.

6"7"

30''Ø

6'Ø

Site Plan Review

01/30/15

SITE PLAN REVIEW

RESUBMITTAL

04/10/15BFC1



N

2


DEPARTMENT COMMENTS

05/15/15BFC2

SD

Proposed Subsurface

Drainage Pipe

SD

2

Spot Elevation

8.12

Existing Contour

Proposed Contour8

SMH

EXISTING

1

0

"

S

A

N

10" S

AN

E

X

I

S

T

I

N

G

C

O

N

C

R

E

T

E

C

U

L

V

E

R

T

G

G

G

G

G

WE

ST

D

RIV

E

GA

TE

HO

US

E

E

E

G

G

G

G

G

G

G

G

G

Existing 8" Gas

ATM

E EE E


4 Levels

FFE = 9.0


Building

(73 Units)

FFE = 11.3

D

W

1

0

"

F

P

W

Popcorn

Maker

1

2

"

W

A

T

E

R

G

G

10" S

AN

O

H

W

O

H

W

O

H

W

O

H

W

T

10" F

PW

Existing 10" Fire Protection

service to 900 Cummings Center

Existing fire protection

and domestic water

main to be abandoned

8

"

D

W

1

0

"

F

P

W

1

8

"

S

A

N

Reroute with 45°

elbows & thrust block

Connection to existing water

main. Cut existing main.

Reroute with 45° Mechanical

Joint & thrust block

PROPOSED

8" SDR 35

S = 1/4" per foot per

248 CMR Sect. 10.15

Existing 120/208V 4000 Amp

3 Phase 4 Wire Transformer

Electrical

Service

Second Floor

INLET

BASS RIVER

8

"

G

A

S

GG

(P

U

B

L

IC

W

A

Y

)

E

L

L

IO

T

T

S

T

R

E

E

T

10" FPW

Connection to existing fire

protection water main. Cut

existing mains. Install TEE &

thrust block as required.

10-4" conduits for 4000A

service feeding 201 Elliott

from transformer

UTILITY

VAULT

Existing

Utility

Handhole

Proposed 4" Gas

Utility

Room

E

E

E

E

E

E

T

E

L

/

C

O

M

C

O

N

D

U

I

T

8x8x4

TEE

10" SAN

x

x

x

x

x

x

x

x

x

x

x

x

x

E

E

E

E

E

E

Existing 8" G

GG

GG

GG

GG

G

E

E

E

EE

EE

E

New 2" PVC

Existing 8" Gas

E

E

E

E

E

E

E

Roof @

Second Level

E E E E E E

New 2" PVC

New 2" PVC

Existing 2" PVC

M

Existing 2" PVC

New 2" PVC

E

E

E

E

10" Ductile Iron

G

New 2 - 2" PVC

E

E

New 2" PVC

E

X

I

S

T

I

N

G

E

X

I

S

T

I

N

G

E

X

I

S

T

I

N

G

EXISTING

EX

IS

TIN

G

PROPOSED

E

Fire Protection Water

C.O.

INV OUT: 7.0

E E E E E E

Existing 2" PVC

Existing electric

conduit to be

properly terminated

and abandoned

New 4" PVC

Existing electric conduit to be

properly terminated and abandoned

WG

WG

See Sewer Drop Connection

Detail Sheet 4-C/6

EX

IS

TIN

G

Fire service is protected with an

existing 10" double check valve

located in utility vault

2" SDR9 HDPE

Domestic Water

Main

GG

G

8" FP

WATER

WG

10x10x8 TEE

To Utility

Room

45°Ductile Iron MJ

H

Y

D

Existing fire protection

and domestic water main

to be abandoned

E

E

E

GG

GG

GG

NEW

2" ELEC

NEW

2" ELEC

E

E

E

E

E

E

E

WG

Existing electric conduit

to be properly terminated

and abandoned

E

NEW

4" ELEC

E

WG

See detail

8-C/6




See C-5 for Details

Existing Sewer ManholeSMH

Sanitary Main

Proposed Water Connection

Finished Floor Elevation

10"SAN

8"W

FFE

Existing Gas Main

Proposed Electric Service

WG

GG

Existing Water Gate Valve

Existing Gas Gate Valve

GG

Proposed Gas Gate Valve

Y

Proposed Fire Hydrant

WG

Proposed Water Gate Valve

Proposed Gas Main

Proposed Sanitary Main

8"

Water Main10"W

2

SCALE: 1" - 10'-0"

Utility Connection Detail

Note: Final locations of water meter

and sprinkler rooms to be determined.

Thrust Block

Existing Electric Service




BFC



Utility Plan

Site Plan Review

01/30/15

SITE PLAN REVIEW

RESUBMITTAL

04/10/15BFC1



1

SCALE: 1" - 20'-0"

SITE PLAN

2

-

Existing Overhead WireOHW

5'0 10' 20' 40'

MWater Meter

G Gas Meter

N


DEPARTMENT COMMENTS

05/15/15BFC2

EE

E E

G G

G G

2

2

FAR (8)

WE

ST

D

RIV

E

ATM


4 Levels

FFE = 9.0


Building

(73 Units)

FFE = 11.3

Popcorn

Maker

T

INLET

BASS RIVER

EX

Existing 3"

Locust (1)

Existing 3"

Ch. Pear (1)

Existing 3"

Locust (1)

ER (2)

ER (2)

FRG (9)

ER

RTD (3)

FAR (6)

RTD

YEW (3)FAR (8)

SHA (8)

YAR (8)

YAR (8)

SHA (12)

RTD

RTD

YAR (16)

LBS (20)

AST (5)

GRASS

FRG (9)

AST (7)

CLA (4)

ARB (2)

EX (Relo.)

3" PEAR (1)

HYD (3)

RIV (1)

FRG (3)

VER (6)

RIV (1)

FRG (3)

VER (6)

LEY (1)

RIV (1)

GRASS

GRASS

FAR (4)

SHA (12)

CAB (8)

FRG (9)

CAB (12)

LIR (15)

RIV (1)

RTD (6)

RTD (7)

RTD (3)

ER (1)

RTD (2)

LEY (1)

RTD (2)

RTD (3)

JSG (2)

RTD (1)

JSG (4)

EX (1)

Remove (2) Existing

Burning Bush

RTD (3)

ER (1)

CAB (3)

HYD (3)

EX (1)

EX (1)

RTD (3)

HYD (3)

FRG (5)

JSG (3)

RTD (6)

HYD (7)

JSG (2)

FRG (4)

Suite 96-X

(Restaurant)

Suite 98-X

(Fitness)

Suite 97-X

(Optic Shop)

RTD (6)

JSG (2)

FRG (4)

ER (1)

RTD (1)

HYD (3)

HYD (5)

FRG (5)

RTD (2)

RTD (2)

HYD (3)

ER (1)

HYD (3)

RTD (2)

FRG (5)

RTD (2)

HYD (3)

FRG (4)

HYD (8)

GRASS

RIV (1)

YEW (5)

RIV (1)

YAR (8)

FRG (18)

RIV (1)

CLA (2)

YAR (16)

FRG (6)

EX (1)

EX (1)

EX (5)

Roof @

2nd Level

Outdoor

Swimming

Pool

S

x

x

x

x

x

x

x

x

x

x

x

x

x

CLA (2)

YAR (8)

CLA (2)

CLA (2)

AST (3)

AST (3)

FRG (3)

FRG (5)

RTD (3)

JSG (3)

GRASS

RIV (1)

FRG (2)

FRG (2)

RIV (1)

FRG (2)

FRG (2)

M

c

K

A

Y

S

T

R

E

E

T

(

P

U

B

L

I

C

W

A

Y

)

RIV (1)

FRG (2)

WBH (2)

FRG (2)

WBH (2)

WBH (2)

WBH (2)

WBH (2)

WBH (2)

RIV (1)

CLA (4)

CLA (3)

(

P

U

B

L

I

C

W

A

Y

)

E

L

L

I

O

T

T

S

T

R

E

E

T

N

1

SCALE: 1" - 20'-0"

SITE PLAN

DECIDUOUS AND EVERGREEN TREES

QNTY.

SIZE

COMMON NAME

KEY

SPACING

BOTANICAL NAME

PLANTING SCHEDULE - TREES, SHRUBS & PERENNIALS

NURSERY

AS SHOWN

EASTERN REDBUD

CERCIS CANADENSIS SPP.

3" CAL.

ER

DECIDUOUS AND EVERGREEN SHRUBS

3 GALAS SHOWN

RED TWIG DOGWOODCORNUS SERICEA 'BAILEYI'

3 GAL

RTD

AS SHOWN

LEYLAND CYPRESS

CUPRESSUS X LEYLANDII

3" CAL.

LEY

AS SHOWN

WINTERBERRY HOLLYILEX VERTICULLATA

3 GAL

WBH

PERENNIALS

12" - 16" O.C.

SUNSET GLOWFARGESIA DRACOCEPHALA

1 GAL

FAR

AS SHOWN

'SNOW FLURRY' VERBENA

ACHILLEA MILLEPHOLIUM SPP.

1 GAL

VER

24" O.C.

'OCTOBER SKY' ASTERSYMPHYOTRICHUM OBLONGIFOLIUM

1 GAL

AST

AS SHOWN

ARBORVITAETHUJA OCCIDENTALIS 'BRANDON'

3 GAL

ARB

AS SHOWN

BLUE FESCUE GRASSFESTUCA GLAUCA

1 GAL

LIR

AS SHOWN

SUMMERSWEETCLETHRA ALNIFOLIA

3 GAL

CLA

AS SHOWN

RIVER BIRCH

BETULA NIGRA

3" CAL.

RIV

AS SHOWN

VARIES

EXISTING TREE

-VARIES

EX

AS SHOWN

'NIKKO BLUE' HYDRANGEAHYDRANGEA MACROPHYLLA

3 GAL

HYD

AS SHOWN

'SEA GREEN' JUNIPERJUNIPERUS X PFITZERIANA

3 GAL

JSG

AS SHOWN

HATFIELD YEWTAXUS X MEDIA 'HATFIELDII'

3 GAL

YEW

30" O.C.

FEATHER REED GRASS 'KARL FOERSTER'CALAMAGROSTIS ACUTIFLORA

1 GAL

FRG

30" O.C.

ORNAMENTAL FEATHER GRASSCALAMAGROSTIS BRACHYTRICHA

1 GAL

CAB

LBS

18" O.C.1 GAL

11

2

8

22

19

41

32

66

12

8

23

99

20

15

26

38

12

AS SHOWN

YARROW

GLADULARIA CANADENSIS

1 GAL

YAR64

SHASTA DAISYLEUCANTHEMUM X SUPERBUM

ARCHITECT:STAMP:

DRAWN:

SCALE: As Noted

BFC

CHK'D:

DATE: JANUARY 30, 2015

DRAWING #:

LANDSCAPE

PROJECT:

DRAWING TITLE:

C-4


Mixed-Use Residential Building

201 Elliott Street



Michael A. Aveni

Atlantic Boston Construction, Inc

200 West Cummings Park

Woburn, MA 01801

DATEDESCRIPTIONREV. #

PLAN

04/10/15SITE PLAN REVIEW RESUBMITTAL1

Site Plan Review

05/15/15REVISIONS PER ENGINEERING DEPARTMENT COMMENTS2

M

c

K

A

Y

S

T

R

E

E

T

(

P

U

B

L

I

C

W

A

Y

)


4 Levels

FFE = 9.0


Building

(73 Units)

FFE = 11.3

Popcorn

Maker

T

Suite 96-X

(Restaurant)

1

1

1*

1*

2

2

2

2*

4

4

4

4

4

4

4

44

4444

44

4

3

6

6

6

6

6

6

5

5

5

5

5

Z

O

N

E

R

-

1

0

Z

O

N

E

S

I

R

,

I

R

O

V

E

R

L

A

Y

,

A

N

D

F

L

O

O

D

P

L

A

I

N

O

V

E

R

L

A

Y

Z

O

N

E

S

IR

, IR

O

V

E

R

L

A

Y

, A

N

D

F

L

O

O

D

P

L

A

IN

O

V

E

R

L

A

YZ

O

N

E

C

G

ZO

NE

S IR

, IR

O

VE

RL

AY

, A

ND

FLO

OD

P

LA

IN

O

VE

RLA

Y

ZO

NE

S IG

F

LO

OD

P

LA

IN

O

VE

RL

AY

1*

8*

8*

88

88

8*

8

8

888

6

6

5

5

5

5

5

x

x

x

x

x

x

x

x

x

x

x

6

5

7

4

4

4

4

4

4

66

4

*0.5 fc

*0.5 fc

*0.5 fc

*0.5 fc

*1.0 fc

*0.8 fc

*0.5 fc

*0.5 fc

*0.5 fc

9

7

7

1

SCALE: 1" - 20'-0"

SITE PLAN

5'0 10' 20' 40'

2

1

3

4

1*

2*

Existing 26' Pole with

Spotlight (To Be Removed)

400 W High Pressure Sodium

Existing 40' Pole with

Downlight (To be Removed)

400 W High Pressure Sodium

Exterior Wall Sconce - Mounted at 2nd Story

(2) 15W LED Bulb (1 bulb up, 1 bulb down)

(2) Relocated Horizontal Sign Lighting

Flourescent

5

6

Pole Mounted Pathway Area Lights on 12' Post

Wall Mounted Entryway Lights

36W - 40W LED Bulb (Type III Asymtrical Lens Dispersion)

7

8

Outdoor Display Luminaire

75W Halogen or 10W LED

LED Post Top Area Light on 20' Post

110W LED (Type V Dispersion)

SCHEMATIC SITE

ARCHITECT:STAMP:

DRAWN:

SCALE: As Noted

BFC

CHK'D:

DATE: APRIL 10, 2015

DRAWING #:

LIGHTING PLAN

DRAWING TITLE:

C-5



Michael A. Aveni



Woburn, MA 01801


Existing Municipal

Cobrahead Streetlight

Existing Municipal

Cobrahead Streetlight

PROJECT:



201 Elliott Street

Site Plan Review

05/15/15REVISIONS PER ENGINEERING DEPARTMENT COMMENTS1

8* (Type III Asymetrical Lens Dispersion)

36W - 40W LED Bulb (Type III Asymtrical Lens Dispersion)

Notes:

1. Lighting fixtures shown are indicative of style only. Specific fixturessubject to change at discression of architect.

2. Photometry shown on plan represents an approximate 1 footcandlelight distribution on the ground based on fixture mounting height andmanufacturer specifications. See below for symmetrical andasymmetrical distribution diagram.

-

SCALE: NTS

Distribution Diagram

Type V Distribution Type III Distribution

Type V Distribution Type III Distribution

Isofootcandle Plot Isofootcandle Plot

9

Outdoor LED Wall Pack

40W LED

Type III Distribution

Isofootcandle Plot

Isofootcandle Plot

Isofootcandle Plot

16

GAR

13

'-8

"

15

GAR

6'-6

"

25'-3"

30

'-3

"

4'-0"

59

'-6

"4

1'-0

"

4'-0"

25'-3"5'-0"

17

'-0

"

10'-0"

1'-9

3

4

"

9'-11

1

4

"

30'-3"9'-9"10'-0"43'-6"8'-0"30'-9"

9'-9

3

4

"9'-11

1

4

"

30'-3"

11'-0

3

4

"12'-11

1

4

"

8'-6

"

2'-5

"

8'-7

"

9'-6

"

6'-0

"

22

'-6

"1

5'-4

"2

4'-0

"2

9'-1

1"

7'-0" 54'-2"7'-0"

1'-8 1/2"

41'-3

1

2

"

01

41.29'

@ 11.3

02

6.50'

@ 11.3

03

25.25'

@ 11.3

04

30.25'

@ 11.3

05

4.00'

@ 11.3

06

59.50'

@ 11.3

07

4.00'

@ 11.3

08

41.00'

@ 11.3

09

25.25'

@ 11.3

10

5.00'

@ 15.3

16

30.25'

@ 15.3

11

17.00'

@ 15.3

12

10.00'

@ 15.3

13

1.81'

@ 15.3

14

6.00'

@ 11.3

15

9.94'

@ 11.3

17

9.50'

@ 15.3

18

9.75'

@ 15.3

19

10.00'

@ 11.3

20

43.50'

@ 15.3

21

8.00'

@ 11.3

22

30.75'

@ 15.3

24

9.81'

@ 15.3

23

8.58'

@ 15.3

25

9.94'

@ 11.3

27

30.25'

@ 15.3

26

2.42'

@ 11.3

28

8.50'

@ 11.3

29

11.06'

@ 11.3

30

12.94'

@ 11.3

31

22.50'

@ 11.3

32

15.33'

@ 21.8

33

24.00'

@ 21.8

34

29.92'

@ 21.8

35

7.00'

@ 21.8

36

7.00'

@ 21.8

37

54.17'

@ 21.8

38

1.71'

@ 21.8

# ELEV 11.3 Grade

01 41.29

02 6.5

03 25.25

04 30.25

05 4.00

06 59.5

07 4.00

08 41.00

09 25.25

14 6.00

15 9.94

19 10.00

21 8.00

25 9.94

26 2.42

28 8.5

29 11.06

30 12.94

31 22.5

# ELEV 15.3 Grade

10 5.00

11 17.00

12 10.00

13 1.81

16 30.25

17 9.50

18 9.75

20 43.50

22 30.75

23 8.58

24 9.81

27 30.25

# ELEV 21.8 Grade

32 15.33

33 24.00

34 29.92

35 7.00

36 7.00

37 54.17

38 1.71

206.20338.34

139.13

= 683.67

338.34 x 11.3 206.20 x 15.3 139.13 x 21.8

=3,823.24 =3,154.86 =3,033.03

3,823.24 + 3,154.86 + 3,033.03 = 10,011.13

= ELEV 14.64

average grade is 3.34 above first floor slab.

Average Grade Calculations:

First Floor Slab

ELEV = 11.3

6'-0

"

Typ

ica

l

x

15.3

x

11.3

21.8

x

c

Typical Typical

Typical

b a

Second Floor Slab

ELEV = 21.8

a b c

11.3 11.3

15.3

11.3

21.8

6'-0"

No hatch

a b

c

1. Building height is calculated in compliance with "HEIGHT" definition in Beverly Zoning Ordinance

Section 38-2. Average grade calculations (see below), are also in compliance with this section.

2. All grades indicated are measured six feet from the building, consistent with 2009 International

Building Code Section 502.1 ("GRADE PLANE" definition).

3. Mechanical penthouse, parapets, and cupolas are consistent with "Height Exceptions" provided in

Beverly Zoning Ordinance Section 38-5.E.2.

1. First floor elevation 11.3 taken from actual field survey. See 'Site Plan Review' submission dated

April 10, 2015 for additional information.

Notes:

# ELEV 11.3 Grade

09 25.25

14 6.00

15 9.94

19 10.00

21 8.00

25 9.94

26 2.42

28 8.50

29 11.06

30 12.94

# ELEV 15.3' Grade

10 5.00

11 17.00

12 10.00

13 1.81

16 30.25

17 9.50

18 9.75

20 43.50

22 30.75

23 8.58

24 9.81

27 30.25

a b

= 104.04 = 206.20

104.04 x 11.3 206.20 x 15.3

=1,175.65 =3,154.86

1,175.65 + 3,154.86 = 4330.51

310.24

= ELEV 13.96

MOST RESTRICTIVE, therefore;

Average grade at FOOTPRINT:

LEAST RESTRICTIVE,

use footprint calculations.

= 310.24

ELEV

ELEV

ELEV

ELEV ELEV

ELEV

ELEV ELEV

Average grade at FOOTPRINT:Average grade at FRONT:

683.67

Average grade at FRONT:

Top of

Roof Structure

ELEV = 74.3

Top of

Mechanical

Penthouse

+ 14.0

Top of

Cupola

+ 10.0

Top of

Roof Structure

21.5 +/-

Edge of Roof

Top of

Cupola

+ 5.5

Top of

Cupola

+ 5.5

Top of

Cupola

+ 5.5

Top of

Cupola

+ 5.5

4"

Parapet +0.67, Typical

D.5E.6

G

D.6

EF

111098

2

1

3

4

5

6

10

'-6

"

10

'-6

"

10

'-6

"1

0'-6

"1

0'-6

"

R

10

'-6

"

11.3

74.3

63.8

53.3

42.8

32.3

21.8

59.66'

14.64

Average

Grade

59

.6

6'

Bu

ild

in

g H

eig

ht

201

201

Building

Height

5'-6

"

10

'-0

"

Cu

po

la

Cu

po

la

14

'-0

"

Me

ch

an

ica

l

Pe

nth

ou

se

14

'-0

"

Me

ch

an

ica

l

Pe

nth

ou

se

10

'-0

"

Cu

po

la

ELEV

ELEV

ELEV

ELEV

ELEV

ELEV

ELEV

ARCHITECT:STAMP:

DRAWN:

SCALE: As Noted

JYD

CHK'D:

DATE: APRIL 10, 2015

DRAWING #:

BUILDING HEIGHT

PROJECT:

DRAWING TITLE:

C-6



201 Elliott Street



Michael A. Aveni



Woburn, MA 01801


STUDY

6

SCALE: 1/16" - 1'-0"

Perimeter Grade Plan

1

SCALE: 1/16" - 1'-0"

Schematic Roof Plan

2

SCALE: 1/16" - 1'-0"

Elevation

3

SCALE: 1/16" = 1'-0"

Partial South

Elevation

Partial East

5

SCALE: NTS

Isometric Sketch

Cupola

4

SCALE: 1/16" = 1'-0"

Section

Cupola


J:\CPMI_CAD\BEVERLY\201 ELLIOTT\Site_Approvals\SPR_REV1&2-May2015\REV_2_5-15-15\SPR_04-10-15_C-6.dwg

FLOW

Notes:

1. All piping entering existing structures shall be accomplished by mechanical rotary core boring the

manhole riser. After installation of the piping, the annular space between piping and concrete shall be

sealed with link-seal, thunderline seals or approved equal.

2. All fittings shall be Schedule 40 PVC as well as drop pipe.

Stanless steel fastners

3'-0" S

pacing

Removable

mechanical sealing

device

18" Min.

Penetration by core

boring. Apply two

coats epoxy

Secure manhole with

stainless steel wedge

anchors

SCH. 40 PVC

Invert to be altered

and finished smooth

30" M

in.

Invert out = -6.7

to Elliott Street

Invert in = 7.0

from 201 Elliott Street

ESMH #2

Rim = 10.0




BFC



Construction

Details

Site Plan Review

05/15/15



24"±

48

" M

IN

.

12

"

Min

.

8"

3'-0" MIN.

4"Ø Gas Line

1-4" Schedule

40 PVC Electrical

Conduit, to Light Poles

Pipe bedding

material

Backfill Material

Asphalt (where

applicable)

Existing Surface

10"

Domestic

Water

FP

Water

36

" M

IN

.

Scale: NTS

Tree Planting Detail

Scale: NTS

Utility Crossing Detail

Scale: NTS

Vertical and Sloped Granite Curb Details

Scale: NTS

Sign Installation Detail

Scale: NTS

Pavement Matching Detail

Scale: NTS

Water Main Details

Scale: NTS

Schematic Hydrant Connection Detail

Scale: NTS

Typical Trench Section

12" x 18" Parking (or sim.) sign

1/4" Blind Rivets or galvanized bolts

Use standard perforated sign post

Fill 5 Gallon bucket with concrete

Backfill hole and upper half

5'-0" min. to 8'-0"

max. to top of sign

of bucket with earth

or 1" black pipe for small signs

(Large signs use 2" galv. pipe)

(Half way only)

Prefered mounting height

is 5'-0" to top of sign unless

site conditions dictate

otherwise

Scale: NTS

Drop Sewer Connection Detail

1/3

T

RE

E

HE

IG

HT

FINISH GRADE

2X WIDTH OF

ROOTBALL

2"x2" WOOD STAKE AT

OR BELOW GRADE

ROOT CROWN AT

FINISH GRADE,

OR 1" ABOVE GRADE

WIDE NYLON WEBBING

2" SETTLED LAYER

OF MULCH

TILLED OR BROKEN UP

SOIL MIN 12" DEEP

NOTES: TREE PLANTING

1. Dig the planting hole a minimum of 2x width of rootball and Scarify the subgrade and sides of the planting hole when planting in clay soils (more than 15% clay).

2. Lift and set the tree by root ball only. Do not lift using the tree trunk and do not use tree trunk as a lever.

3. Set the top of the root ball level with the soil surface or slightly higher if the soil is prone to settling.

4. After the tree is set in place, remove burlap, wire and straps from the upper 1/3 of the rootball.

5. Backfill with existing soil that has been well-tilled or broken up. Do not add amendments to the backfill soil. amend the surface with mulch.

6. Drive three 2" x 2" wood stakes into undisturbed soil a minimum of 16 inches. Space stakes equally around the tree.

7. Attach 3/4" nylon webbing to connect the tree to stakes. attach webbing at 1/3 the overall tree height.

8. Apply a 2-3" (settled) depth of bark mulch to the planting surface. Leave a 3" space around the trunk for air circulation.

9. Remove any trunk wrap remaining at time of planting. no wraps shall be placed on trunk.

STAKE

120°

GUY WIRE

TREE TRUNK

STAKING SCHEMATIC

(OR APPROVED EQUAL)

KITDBBBB BBB

Dining

Living Area

Bedroom

Bedroom

Office

Utility

Bath

Bath

Balcony

DB

BB

B

KIT

S

Bath

Utility

Bedroom

Living Area

Dining

Kitchen

Balcony

RD

Skylight

Energy Recovery Ventilator

with Sound Attenuator on

exhaust stream

Low Sound Operation Closed

Circuit Cooling Tower

RD

RD

RD

RD

RD

RD

Balcony

Roof Below

Existing West Garage Roof

with Solar Array

Below

Balcony

Below

Balcony

Below

Balcony

Below

Ba

lco

ny

Be

lo

w

Balcony

Below

Balcony

Below

Balcony

Below

Balcony

Below

Ba

lco

ny

Be

lo

w

Ba

lco

ny

Be

lo

w

Ba

lco

ny

Be

lo

w

Balcony

Below

Balcony

Below

Balcony

Below

East

Stair



exhaust stream

Roof

Deck

Utility

Utility

16

GAR

A

B

F

C.4

D.4

2 3 4 5 6 7 8

7.8

5.6

3.8

A.5

4.5

A

16

GAR

1

9 10 11

11.1 11.2

1.61.2

G

A.2

B.9

D.6

E.8

9.6



exhaust stream

Cupola

Roof

Cupola

Roof

Cupola

Roof

Cupola

Roof

Cupola

Roof

DN

Roof

Below

Roof

Below

Roof

Below

Roof

Below

Roof

Below

13

'-8

"

16

15

GAR

GAR

15.9

GAR

4

1

4

"

16

GAR

A

B

F

C.4

D.4

2 3 4 5 6 7 8

7.86.8

4.6

2.8

A.5

3.5

A

16

GAR

1

9

10 11

11.1 11.2

1.61.2

G

A.2

B.9

D.6

E.8

West

Stair

Trellis Trellis Trellis

Roof

Below

2 BR

200

2 BR

206

2 BR

208

2 BR

210

2 BR

214

1 BR

212

1 BR

205

2 BR

203

2 BR

201

2 BR

209

2 BR

207

2 BR

211

2 BR

215

DN

UP

East

Stair

KITDB

KITD BBB BBB

KIT

DB

BB

B

KIT

KITDBBB

S

D

BBBBB

DD

BB

B

KIT

KIT

S

BB

KIT

BB

BB

DB

KIT

KITB

KIT

BB

BB

D

D

B

S

DD

Utility

KITD

BBB

Patio

PatioPatioPatio

Patio

16

GAR

13

'-8

"

15

GAR

16

GAR

A

B

F

C.4

D.4

2 3 4 5 6 7 8

7.86.8

4.6

2.8

A.5

3.5

A

16

GAR

1

9

10 11

11.1 11.2

1.61.2

G

A.2

B.9

D.6

E.8

East

Stair

West

2 BR

100

2 BR

106

2 BR

108

2 BR

110

2 BR

114

2 BR

112

1 BR

105

2 BR

103

Stair

Mail

Grocery

Dry Cl

Lobby

Delivery

Utility

Refuse

Room

Recycle

Patio

Patio

Patio

Patio

Patio

Patio

Patio

Gym

Storage B Storage A

Loading Dock

Storage C

Community

Room

Elevators

Manager

Bike Storage

RR

RR

Jan

Jan

Meeting

Game

Room

StgStg

Stg

Stg


SCHEMATIC

3

Scale: 1/16"=1'-0"

Schematic First Floor Layout

ARCHITECT:STAMP:

DRAWN:

SCALE: As Noted

JYD

CHK'D:


DRAWING #:

PLANS

PROJECT:

DRAWING TITLE:

A-1


201 Elliott Street

J:\CPMI_CAD\BEVERLY\201 ELLIOTT\Site_Approvals\SPR_REV1&2-May2015\REV_2_5-15-15\SPR_04-10-15_A-1.dwg

Michael A. Aveni



Woburn, MA 01801

4

Scale: 1/16"=1'-0"

Schematic Second Floor Layout

5

Scale: 1/16"=1'-0"

Schematic Roof Layout

1

Scale: 1/8" = 1'-0"

Sample - 1 Bedroom Unit

2

Scale: 1/8" = 1'-0"

Sample - 2 Bedroom Unit




N

GA

TE

HO

US

E

Locus Plan:


Units

1 Bedroom 2 Bedroom

Floor 6 1 12

Floor 5 1 12

Floor 4 2 11

Floor 3 1 12

Floor 2 2 11

Floor 1 1 7

8 65

Total: 73 Units

Notes:

1. This building will contain 73 new dwelling units. Applicant has

submitted an Inclusionary Housing Application and a Special

Permit Application requesting to pay a fee to the Beverly

Affordable Housing Trust Fund in lieu of including on-site

affordable units.

2. Plans and elevations represent schematic layouts only. No

representation is made as to final interior layout.

201

1110987654321 1

E.I.F.S.E.I.F.S.

E.I.F.S.

E.I.F.S.

Metal panel or Panel System

Stone veneer or Panel system

Canopy Canopy,

typical

Canopy

E.I.F.S. E.I.F.S.

Flashing

Balcony, typ.

Canopy, typ.

Vision glass

Flashing

or Panel

System

or Panel System

or Panel System or Panel System


Stone veneer or Panel system

or Panel System

or Panel System

10

'-6

"1

0'-6

"1

0'-6

"1

0'-6

"1

0'-6

"1

0'-6

"

2

1

3

4

5

6

R

ELEV

74.3

ELEV

63.8

ELEV

53.3

ELEV

42.8

ELEV

32.3

ELEV

21.8

14.64

Average

Grade

59

.6

6'

Bu

ild

in

g H

eig

ht

3.34

59.66'

Building

Height

Mechanical Penthouse

Beyond

ELEV

11.3

ELEV

11

10.1

910

11.111.2 8.8

8 7 6 5 4

5.5

3 2 1

1.21.6

E.I.F.S. or Panel

System

Decorative panels

Balcony, typ.

Canopy, typ.

Stone veneer

Metal panel

Canopy, typ.

E.I.F.S. or Panel System

Balcony

Stone veneer or

Panel System

Metal panel

or Panel

System

Loading

dock

or Panel System

or Panel System


Beyond

P1

9.0

10

'-6

"1

0'-6

"1

0'-6

"1

0'-6

"1

0'-6

"1

0'-6

"

2

1

3

4

5

6

R

ELEV

74.3

ELEV

63.8

ELEV

53.3

ELEV

42.8

ELEV

32.3

ELEV

21.8

14.64

Average

Grade

59

.6

6'

Bu

ild

in

g H

eig

ht

59.66'

Building

Height

Grade

CupolaCupola

ELEV

11.3ELEV

ELEV

C B

Existing garage

Mesh panels to align

with adjacent

balconies

P3

P2

P1

P4

10

'-0

"1

0'-0

"1

1'-3

"+

/-

ELEV

30.92

20.92

9.00

1

11.3

R

59.00+/-

18

'-9

" +

/-

40.92

ELEV

ELEV

ELEV

ELEV

ELEV

201

C.4

B

A.5D.5E.6

G

A.8 A.2D.6

EF CD

201P

CAUTION! LOW CLEARANCE 6'-8"

16

GAR

15

GAR

14

GAR

P3

P2

P1

P4

10

'-0

"1

0'-0

"1

1'-3

"+

/-

A

ELEV

40.25

ELEV

30.25

ELEV

20.25

ELEV

9.00

Metal panel Metal panel

Stone veneer


Decorative panels

Balcony, typ.

Canopy, typ.

Flashing

E.I.F.S.

Vision

glass, typ.

Existing

garage

or Panel System

or Panel System

or Panel System

or Panel System


Beyond

RELEV

59.00+/-

18

'-9

" +

/-

Cupola

Cupola

D.5

BA

C.6B.8A.5 C.4

C16

GAR

15

GAR

G

201

Stone veneer

Stone veneer or Panel

System

Metal panel or Panel

System

E.I.F.S.

Canopy

Balcony,

typical

Vision

glass, typ

Existing

garage


Decorative panels

or Panel System

or Panel System

E.I.F.S.

or Panel System

E.I.F.S.

or Panel System


Beyond

P1

ELEV

9.0

10

'-6

"1

0'-6

"1

0'-6

"1

0'-6

"1

0'-6

"1

0'-6

"

2

1

3

4

5

6

R

ELEV

74.3

ELEV

63.8

ELEV

53.3

ELEV

42.8

ELEV

32.3

ELEV

21.8

ELEV

Average

Grade

59

.6

6'

Bu

ild

in

g H

eig

ht

59.66'

Building

Height

Cupolas

ELEV

11.3

14.64


ELEVATIONS

DATE

ARCHITECT:

DESCRIPTION

STAMP:

REV. #

DRAWN:

SCALE: As Noted

JYD

CHK'D:


DRAWING #:

PROJECT:

DRAWING TITLE:

A-2


201 Elliott Street

J:\CPMI_CAD\BEVERLY\201 ELLIOTT\Site_Approvals\SPR_REV1&2-May2015\REV_2_5-15-15\SPR_04-10-15_A-2.dwg



Michael A. Aveni



Woburn, MA 01801

20'0 10' 40'

N

Scale: 1/16" = 1'-0"

South Elevation of Garage

Scale: 1/16" = 1'-0"

North Elevation

Scale: 1/16" = 1'-0"

West Elevation

Scale: 1/16" = 1'-0"

East Elevation

Scale: 1/16" = 1'-0"

South Elevation

GA

TE

HO

US

E

Locus Plan:

Materials Key

Vision Glass

Spandrel Glass / Panel

(Color TBD)

Metal Panel or Panel System

Stone Veneer or Panel System


Brake Metal Flashing

SCHEMATIC

1 04/10/15SITE PLAN REVIEW RESUBMITTAL

Documents

201 Elliott Street Beverly, Massachusetts IR, IR OVERLAY, ... by Meridian Associates dated November 5, ... Beverly, Massachusetts 201 Elliott Street Residential Developement 1