Copyright Milone & MacBroom, Inc - 2018
Date Saved: 9/26/2019
Document Path: Y:\_Unassigned\5139-01\Coastal_Resources.mxd

Water St

Pedestrian Access Bridge

Coastal Resources Location Map

National Coast Guard Museum - Ped. Bridge
Water Street, New London, CT

1 in = 400 feet

Natural Diversity Area
0

1% Annual Chance Flood Hazard
0.2% Annual Chance Flood Hazard

160

320

480
Feet

640

800

±

99 Realty Dr
Cheshire, CT 06410
203-271-1773

Source: Flood Hazard Zones (FEMA), Natural Diversity Area (CTDEP), 2016 Aerial Imagery (CRCOG)

 Copyright Milone & MacBroom, Inc - 2018
Date Saved: 9/26/2019
Document Path: Y:\_Unassigned\5139-01\Water_Street_500scale.mxd

Water St

Pedestrian Access Bridge

Water Street, New London, CT

National Coast Guard Museum - Ped. Bridge

1 in = 500 feet
0

200

400

600
Feet

800

1,000

±

99 Realty Dr
Cheshire, CT 06410
203-271-1773

 MXD: \\ctterminal\GIS_Projects\5139-01\Maps\5139-01_PedOverpass_Parcels.mxd

203-3.01

R.O.W

108-1E

108-1.03
203-3.02

203-2

THAMES RIVER
108-1

203-4

108-1.01
108-1B

Pedestrian Access

202-4.01
202-4

142-14
141-1

141-2
141-5

141-6
141-7

108-2A
141-4
141-6.1

141-8

108-1

108-2

108-2

LOCATION MAP WITH PARCELS
99 Realty Drive
Cheshire, Connecticut 06410
(203) 271-1773
www.mminc.com

PEDESTRIAN ACCESS PROJECT
WATER STREET
NEW LONDON, CONNECTICUT
SOURCE:

2016 AERIAL PHOTO, CT DEEP

DATE: SEPTEMBER 20, 2019
SCALE: 1 " = 100 '
PROJ. NO.:

DESIGNED
HLP

5139-01

DRAWN
AYO

DRAWING NAME:

CHECKED
SK

FIG. 1

Copyright Milone & MacBroom, Inc - 2018

  N/F
CROSS SOUND FERRY
SERVICES, INC.
(PARCEL 2
(REF MAP 3B)

26.50'

R CORP. &
GE
EN
SS
PA
AY
W
IL
RA
AL
ON
TI
NA
F
N/
AD
NEW ENGLAND CENTRAL RAILRO

33.55'

40'

7.05'

40'

PROPOSED
20' EASEMENT

N LIN
E

50.28'
KING LOT
EDGE DIRT PAR

40'

98.78'

EXISTING
BUILDING

PROPOSED
LOT LINE

INTER
IOR D
IVISIO

CANOPY

20' R.O.W. IN FAVOR OF
THE CITY OF
NEW LONDON
(SEE NOTE 4B)

LOCATION MAP
SCALE: 1"=1000'

PROPERTY LINE = M.H.W. LINE

NOTES:

SIREN
POLE
T
G LO
N
I
K
AR
RT P
I
D
E
EDG

3.

REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS:

C. "PROPERTY SURVEY, CROSS SOUND FERRY SERVICES, INC., THAMES REALTY, INC., THAMES
SHIPYARD & REPAIR COMPANY & CITY OF NEW LONDON, FERRY STREET, NEW LONDON,
CONNECTICUT," SCALE: 1"=40', DATED: JANUARY 19, 1999, PREPARED BY:
MILONE & MACBROOM, INC.

N

4. PARCEL IS TOGETHER WITH THE FOLLOWING:

N STA
TIO

17.03'
41.99'

A. RIGHT OF WAY TO STATE STREET AS MAY EXIST AS DESCRIBED IN INSTRUMENT RECORDED IN
VOLUME 85 AT PAGE 330 N.L.L.R.

SOUTH

PROPO
SE
LOT LI D
NE

29.39'

PY
CANO

UNIO

NORTH ARROW AND BEARINGS ARE BASED UPON THE CONNECTICUT COORDINATE SYSTEM
(NAD 1927).

B. "DISTRIBUTION PLAN, PROPERTY TO BE CONVEYED BY CENTRAL VERMONT RAILWAY, INC. &
NATIONAL RAILROAD PASSENGER CORPORATION TO THE CITY OF NEW LONDON AND CROSS
SOUND FERRY SERVICE, STATE STREET AND FERRY STREET, NEW LONDON, CONNECTICUT,"
SCALE: 1"=40', DATED: JANUARY 22, 1988, PREPARED BY: DICESARE-BENTLEY ENGINEERS,
INC. MAP #2459 N.L.L.R.

HATCH

EET

2.

A. "RIGHT OF WAY AND TRACK MAP, THE NEW YORK, NEW HAVEN AND HARTFORD R.R. CO. FROM
NEW LONDON TO PROVIDENCE, CITY OF NEW LONDON, STATE OF CONN.," SCALE: 1"=100',
DATED: JUNE 30, 1915 (CTDOT).

EXISTING
PAVILION

R STR

THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE
AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND
MAPS IN THE TATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY BASED ON A DEPENDENT
RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND IS INTENDED TO DEPICT THE
BOUNDARY OF THE PARCEL IN RELATION TO EXISTING MONUMENTATION AND IMPROVEMENTS.

THAMES RIVER

TRANSFORMER VAULT
ON CONC PAD

SIREN POLE
EASEMENT
(SEE NOTE 5C)

WATE

1.

ERLY L
IMIT O
F RIPA
R

B. RIGHT OF WAY TO FERRY STREET AS STATED IN EASEMENT AGREEMENT RECORDED IN VOLUME
775 AT PAGE 73 N.L.L.R.

IAN RI
GHT

S

5. PARCEL IS SUBJECT TO THE FOLLOWING:

HATCH

A. RIGHT OF WAY TO STATE STREET IN FAVOR OF CROSS SOUND FERRY SERVICES, INC. ET AL
AND UTILITY EASEMENT STATED IN EASEMENT AGREEMENT RECORDED IN VOLUME 775 AT
PAGE 73 N.L.L.R.
B. ELECTRIC DISTRIBUTION EASEMENT GRANTED TO THE CONNECTICUT LIGHT AND POWER
COMPANY RECORDED IN VOLUME 1146 AT PAGE 74 N.L.L.R. AND PARTIALLY ASSIGNED TO THE
SOUTHERN NEW ENGLAND TELEPHONE COMPANY, RECORDED IN VOLUME 1421 AT PAGE 72
N.L.L.R.

20' R.O.W. IN FAVOR
OF CROSS SOUND FERRY
SERVICES, INC. ET AL
(SEE NOTE 5A)

C. SIREN POLE AND ACCESS EASEMENTS GRANTED TO DOMINION NUCLEAR CONNECTICUT, INC.,
RECORDED IN VOLUME 1810 AT PAGE 260 N.L.L.R.

HATCH

ELECTRIC
VAULT

PORTION OF
G12-108-2A
TO BE
RETAINED
BY CITY

PROMENADE

PROPERTY LINE =
M.H.W. LINE

30.5

9'

164.1

8'

47.05

'

147.15'

ACCESS EASEMENT
(SEE NOTE 5C)

HATCH

37.
44'

STR
EET

20.

47'

ELECTRIC
VAULT

STR

EE

TICKET
BOOTH

EXISTING
BUILDING

AT

ER

PROPERTY SURVEY

NEW

RAILIN

G

HW

LOND

ON CI
TY PI

U.S. COAST GUARD MUSEUM SITE
CITY OF NEW LONDON

ER

RIGHT OF WAY
TO STATE STREET
(SEE NOTE 4A)

CONC. W
ALL

UT
SO

F:\sdsk\proj\5369-01\COAST GUARD MUSEUM REV.dwg, 1, 3/28/2014 11:38:28 AM, tonyp

T

STA
TE

CL&P & SNET
EASEMENT
(SEE NOTE 5B)

CONC

. WAL
L

WATER STREET
NEW LONDON, CONNECTICUT
--DESIGNED

SCALE

DATE

TJP
DRAWN

5369-01

MFM
CHECKED

1"=20'
MARCH 28, 2014

PROJECT NO.

99 Realty Drive
Cheshire, Connecticut 06410
(203) 271-1773 Fax (203) 272-9733
www.MiloneandMacBroom.com

1 OF 1
SHEET NO.

COPYRIGHT MILONE & MACBROOM, INC - 2014

 ZONING COMPLIANCE TABLE
EXISTING CONDITIONS (PRIOR TO FREE SPLIT)
ZONE = CBD-1 (CENTRAL BUSINESS DISTRICT 1)

EET

D

TE

STR

Bit
Roa
d
Pav
ers
Roa
d

STA
nite

ET
STRE

Cur
b

NTIC

Gra

e Curb

Brick Pavers
Crosswalk

N/A

2.75 / 1

MAX LOT COVERAGE

N/A

10,210 S.F. (BUILDINGS)

SITE

REQUIRED

PROVIDED PARCEL 1

PROVIDED PARCEL 2

MIN. LOT AREA

5,000 S.F.

16,260 S.F.

7,250 S.F.

MIN. LOT AREA (PER DWELLING UNIT)

N/A

N/A

N/A

MIN. FRONT YARD SETBACK

0'

1.3'

N/A

MIN. SIDE YARD SETBACK

N/A

6.7'

N/A

MIN. REAR YARD SETBACK

N/A

N/A (CORNER LOT)

N/A

MAX HEIGHT (IN STORIES)

N/A

2.75 / 1

N/A

MAX LOT COVERAGE

N/A

10,210 S.F. (BUILDINGS)

N/A

LOCATION MAP
SCALE: 1"=1000'

Metal Granite
Vent Steps

e

e

S

Brick

Stairs
Conc

Newspaper
Box

PARCEL 1

Stairs

s

AREA TO BE
RETAINED
16,260 S.F.
0.373 ACRES

Conc

N 690,374.6990
E 1180,366.6120

Bench

Δ=22°46'08"
L=268.57'

Paver

s

Δ=01°55'2
3"
L=23.56'

Hand Hole
(Signal)

I-Beam on
Conc Pad (Typ.)

Δ=25°36'38"
R=675.85'
L=302.09'
CB=S05°38'25"W
CH=299.59'

Δ=19°00'20"
L=232.86'

PROPOSED
DIVISION
LINE

Gr
a

ni
te

Cu

rb

THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE
AGENCIES SECTIONS 20-300B-1 THROUGH 20-300B-20 AND THE "STANDARDS AND SUGGESTED
METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED
BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON AUGUST 29, 2019. IT IS A PROPERTY
SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND
IS INTENDED TO DEPICT THE FREE SPLIT OF 35 WATER STREET.

2. NORTH ARROW, BEARINGS AND COORDINATES ARE BASED UPON THE CONNECTICUT COORDINATE
SYSTEM (NAD 1983).

N76°43'07"E
14.73'

Stone

20" Oak

lk

IPIN

Bench

AREA TO BE
CONVEYED FOR
PEDESTRIAN
BRIDGE
7,250 S.F.
0.166 ACRES

Bit.

D

Canopy

Conc Base
W/Cantenary
Electric
Vault

D

N 690,882.4784
E 1180,342.2412

Conc Base
W/Cantenary

Δ=03°49'34"
R=898.54'
L=60.00'
CB=S19°04'36"E
CH=59.99'

S16°58'01"E
50.00'

DH

Detectable
Warning Strip

Edge
Loading Platform

N/F
National Railroad Passenger
Corporation

Δ=06°48'49"
R=899.76'
L=107.00'
CB=S10°34'16"E
CH=106.94'

LEGEND
D.

E.

"PROPERTY SURVEY - ALTA/ACSM LAND TITLE SURVEY, PREPARED FOR: UNION STATION
DEVELOPMENT, LLC, 35 WATER STREET, NEW LONDON, CONNECTICUT", SCALE: 1"=20',
DATED: DECEMBER 17, 2014, REVISED TO: 1/28/15, PREPARED BY: MILONE & MACBROOM, INC.
"PROPERTY SURVEY / TOPOGRAPHIC SURVEY, PREPARED FOR: UNION STATION DEVELOPMENT, LLC,
35 WATER STREET, NEW LONDON, CONNECTICUT", SCALE: 1"=20', DATED: NOVEMBER 15, 2017,
PREPARED BY: MILONE & MACBROOM, INC.

4. PARCEL MAY BE AFFECTED BY THE FOLLOWING:

3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS:

SAN

A. EASEMENT IN FAVOR OF THE SOUTHERN NEW ENGLAND TELEPHONE COMPANY, DATED: JUNE 27,
1969 AND RECORDED IN VOLUME 335 AT PAGE 712 N.L.L.R.

A. "STATION MAP-LANDS, THE NEW YORK, NEW HAVEN AND HARTFORD RR CO. FROM NEW LONDON TO
PROVIDENCE, TOWN OF NEW LONDON, STATE OF CONNECTICUT," SCALE: 1"=100'.

B. TERMS, CONDITIONS, COVENANTS, AND RESTRICTIONS AS SET FORTH IN QUITCLAIM DEED AT THE
CITY OF NEW LONDON TO UNION STATION ASSOCIATES OF NEW LONDON, DATED: SEPTEMBER 30,
1975 AND RECORDED IN VOLUME 393 AT PAGE 73 N.L.L.R. AND IS AFFECTED BY: CERTIFICATE OF
COMPLIANCE DATED: DECEMBER 16, 2014 AND RECORDED IN VOLUME 2096 AT PAGE 150 N.L.L.R.
AND RESTATEMENT AGREEMENT DATED: JANUARY 14, 2015 AND RECORDED IN VOLUME 2097 AT
PAGE 1 N.L.L.R.

B. "DISPOSITION PARCELS A-1, B-3, B-4 & B-5, WINTHROP URBAN RENEWAL AREA, PROJECT NUMBER
CONN. R-45, NEW LONDON, CONNECTICUT," SCALE: 1"=40', DATED: FEB. 1972, REVISED TO:
2/10/81, PREPARED BY: CAHN ENGINEERS, INC. MAP #18-41 N.L.L.R.
C. "PROPERTY MAP UNION STATION - PARCEL A-1, WATER STREET, NEW LONDON, CONNECTICUT, LAND
OF UNION STATION ASSOCIATES OF NEW LONDON, NEW LONDON, CONNECTICUT," SCALE: 1"=20',
DATED: NOVEMBER 1988, REVISED: 8/17/00, PREPARED BY: URS CORPORATION.

DH

b
e Cur
Granit

a
Sidew
Conc

PARCEL 2

Metal Bollard
(Typ)

NOTES:
1.

Hand
Hole

Δ=20°55'43"
R=702.00'
L=256.42'
CB=N04°56'02"W
CH=255.00'

Conc.
Pavers

D

"
Δ=02°50'30
'
2
.5
3
L=3

9.8'

Hand Hole
(Communication)
Transponder

Brick

Conc Parking
IPIN

Wood Fence
Conc. Pavers

Detectable
Warning Strip

Conc
p
Ram

Mystic Whaler Cruises
(1 Story)

Bench
es

Hand Hole
(Communication)

Granite

Wood Fence

Grate

Canopy

Brick Pa
vers

Bit

D

Approx.
Location of
2 A/C Units
Brick Wall
w/Metal Railing

D

Detectable
Warning
Strip
D

Paver

Metal Bike
Rack

Grate

Bit

rb

Conc

Union Station
(2.75 Stories)

ite

Conc
Ramp

235.45
'

Stairs

Gran

D

T

E
STRE

Cu

2'02"E

Bit
Speed
Bump

S

D

an
ite

N09°5

S

Hand Hole
Granite Curb

Bit

Trash
Can

Brick

Brick Pavers
Crosswalk

Gr

s

Conc

Grate
'
8.8

MAX HEIGHT (IN STORIES)

Brick Pa
vers

N79°1
6'40"
48.54 W
'

Paver

Hand
Hole

Granit
e Curb

Conc R
amp

Brick Wall

N/A (CORNER LOT)

Hand Hole

7.8'

Conc

Ramp

Trash
Can

'

DH

N/A

S

16.9'

g Wall

Grate

c Pa
ve
Con
D

MIN. REAR YARD SETBACK

D

8.2'

Union Railroad
Station Plaque

Cur
nite
Gra

7.2

6.7'

rs
Pave
Brick
e
ranit

Elec.
Conc
.
Vaul
t

7.2'

Conc

s

rs

4.9'

Brick
Retain
in

Paver

Metal
Grate

Paver
s

Pavers Road

Mailbox on
Conc Pad

Brick Wall

R

e

Brick

b

B it

N/A

Granite

N72°10'16"W
60.00'

MIN. SIDE YARD SETBACK

D

Gran
it

Trash
Can

WATE

Conc Ramp

'

1.3'

Granite

Approx. Location of
SNET Easement
(See Note 4A)

1.3

Granit

Brick Pavers
Crosswalk
Gran
it

Detectible
Warning
Strip

DH

0'

ite

Granit
e

Brick
D

MIN. FRONT YARD SETBACK

Gran

6.7'

D

N/A

ZONE = CBD-1 (CENTRAL BUSINESS DISTRICT 1)

ATLA

ite

N/A

G
Brick

B
Cro rick
ss w
alk

MIN. LOT AREA (PER DWELLING UNIT)

ZONING COMPLIANCE TABLE
EXISTING CONDITIONS (AFTER FREE SPLIT)

Paver
s

D

Gra
n

23,510 S.F.

e

Pavers Road

D

5,000 S.F.

nit
Gra

Granit

ite

MIN. LOT AREA

e

D

Gra
n

PROVIDED

nit
Gra

Brick

WA SOUT
TER
H
STR
EET

REQUIRED

5.

TOTAL AREA = 23,510 S.F.,

0.539 ACRES

STREET LINE

WV

WATER VALVE

PROPERTY LINE

WG

WATER GATE

EASEMENT

GV

GAS VALVE

CHAIN LINK FENCE

BO

BOLLARD

SANITARY LINE

GP

GATE POST

TELEPHONE MANHOLE

CO

CLEAN OUT

MANHOLE (UNKNOWN)

L

LIGHT

STORM DRAINAGE MANHOLE

P

POST

SANITARY MANHOLE

LIGHT POST

WATER MANHOLE

HYDRANT

CATCH BASIN
EV
PCP

ELECTRIC VAULT
PEDESTRIAN CROSSING POST

IPIN
DH

PROPERTY SURVEY
DEPICTING FREE SPLIT OF PROPERTY OF:

UNION STATION DEVELOPMENT, LLC
35 WATER STREET
MAP G12 / BLOCK 108 / LOT 1B
NEW LONDON, CONNECTICUT
--

FIELD

IRON PIN TO BE SET

SCALE

DRILLHOLE
REVISED: 1/24/20 REMOVED PROPOSED
BRIDGE AND TOWER
REVISED: 1/9/20 REVISED ZONING TABLE
REVISED: 12/11/19 ZONING TABLE

DATE

MFM

TJP
DRAWN

5499-04

CHECKED

PROJECT NO.

1"=20'
JUNE 25, 2019

99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
WWW.MMINC.COM

1 OF 1
SHEET NO.
Copyright Milone & MacBroom, Inc. - 2020

 2
A4.02.B

1
A4.02.B

17.5 17.8

16

C3

CITY OF NEW LONDON PARKING GARAGE

10

9

G5

11

C2

12
CURB MOUNTED
ROOF VENT, TYP

ROOF DRAIN DOWNSPOUT TO
EXISTING MANHOLE, REF CIVIL
DRAWINGS
TYP
1
A3.01.B

B4
C1

8

B3

23

24

7

G3
6

G2
G1

A3

4

5

14
A3.01.B

D4

PV ARRAY
TYP

19

B2
17

A2

20

21

32

27.9

D5

MATCH LINE

G4

13

Payette Associates Inc.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002

28

22.5

A3.03.B

D1

3

1

30

Civil Engineer

Payette Associates, Inc.
290 Congress St
Fifth Floor
Boston, MA 02210
Tel: 617-895-1000

Milone & MacBroom
1656, 99 Realty Dr
Cheshire, CT 06410
Tel: 203-271-1773

B5

MEP/FP/IT Engineer

Structural Engineer

E5

BuroHappold
11 Beacon St, Ste 400
Boston, MA 02108
Tel: 617-419-2284

Robert Silman Assoc.
111 Devonshire St
Boston, MA 02109
Tel: 617-695-6700

Lighting

Envelope

Available Light
10 Derby Square # 3
Salem, MA 01970
Tel: 978-744-6800

Front
20 Jay Street #920
Brooklyn, NY 11201
Tel: 212-242-2253

Elevator

Wind / Air Quality

Lerch Bates
303 Wyman Street
Suite 300
Waltham, MA 02451
Tel: 617-763-5822

RWDI
600 Southgate Drive,
Guelph
Ontario, Canada N1G
4P6
Tel: 1-519-823-1311

31

A5

6' - 6"

E3

A6
E1.2

35

4

A1

Landscape

E4
27

B1

29

D2

3

34

B4.5

22

18

33

ROOF DRAIN DOWNSPOUT
BELOW BRIDGE

2' - 6"

ROOF DRAIN DOWNSPOUT TO BE
TIGHT TO NORTH FACE OF BRIDGE
COLUMN), REF PLUMBING & CIVIL
DRAWINGS

Architect

LOUVER FROM TOP OF BRIDGE
ROOF TO UNDERSIDE OF
ELEVATOR ROOF

25

26

ROOF HATCH ON
PREFORMED CURB

2

E2

E1

WALL MOUNTED LADDER TO
ELEVATOR ROOF TYP.

REFER TO NATIONAL
COAST GUARD MUSEUM
DRAWINGS

31.2

30.2

3

32.2

33.2

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

2
A4.01.B

Code

1
A4.01.B

17.5 17.8

Jensen Hughes
161 Worcester Road
Suite 501
Framingham,MA 01701
Tel: 508-620-8900

C3

STAIR 1B
S-1B

CIRCULATION
TOWER 1

CITY OF NEW LONDON PARKING GARAGE

G4

10

9

G5

11

13

12

16

14

C2
C1

ELEVATOR 1B
E-1B

B3

8
20' -

7

0"

6

G2
G1

5

PEDESTRIAN
BRIDGE
01

A3.02.B

A3.01.B

4

B2

EXPANSION
JOINT

A3

4

TYP

17

28

29

19

20

31

32

33

B5
B4.5

A3.02.B

D2

A5

EXPANSION
JOINT

CIRCULATION
TOWER 2

1

STAIR 2B
S-2B

E4

E5
EASEMENT

22.5
35

D1

3

34

CONTROL ROOM
ELEV 2B, 3B, & 4B
03

PEDESTRIAN
BRIDGE
01

21

18

30
EASEMENT

D4

4
1

CROSS SOUND FERRY

ELEVATOR 2B
E-2B

D5

B4

A3.03.B

A1

24
27

3

B1

23

22
A2

38' - 11"

1
A3.01.B

PEDESTRIAN
BRIDGE
01
MATCH LIN
E

G3

EXISTING AMTRAK
CANOPY BELOW

25

ELEC CL
02

A6

26

ELEVATOR 3B ELEVATOR 4B
E-3B
E-4B

E3

CIRCULATION
TOWER 3

E1.2

PROPERTY LINE
STAIR 3B
S-3B

2

E2

E1

REFER TO NATIONAL
COAST GUARD MUSEUM
DRAWINGS

BRIDGE CONNECTOR TO MUSEUM

UNION STATION

#

CONSTRUCTION DOCUMENTS

DATE

DESCRIPTION

33.2

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

17.5 17.8

2
A4.00.B

1
A4.00.B

C3
STAIR 1B
S-1B

25' - 5"

CITY OF NEW LONDON PARKING GARAGE

G5

PROPERTY LINE

23

ELEVATOR 1B
E-1B

ELEVATOR 2B
E-2B

7
6
5

A3

A3.02.B

REET

ROOF DRAIN
DOWNSPOUT

ROOF DRAIN
DOWNSPOUT

4

B2

B4
19

20

22.5

17

D5
D4

CIRCULATION
TOWER 2

35

3

3

33

34

WATER STREET NEW LONDON, CT. 06320

25

T
TREE

26

CONSTRUCTION
DOCUMENTS

A3.00.B

A5
E5

A6

29

CIRCULATION
TOWER 3

MUSEUM
TRANSFORMER

ROOF DRAIN
DOWNSPOUT

A3.00.B

S
NTIC
ATLA

32

ELEVATOR 3B
E-3B

E4

ELEVATOR 4B
E-4B

STAIR 3B
S-3B

REFER TO NATIONAL
COAST GUARD MUSEUM
DRAWINGS

BRIDGE FLOOR PLANS

E3

E2

EXPANSION
JOINT

2
1

31

B5

D1

4

A1

PROPERTY LINE

E1.2

A3.03.B

A3.00.B

27.9

2

STAIR 2B
S-2B

4

EASEMENT

D2

3

B1

29

21

18

A2

NATIONAL COAST
GUARD MUSEUM
PEDESTRIAN BRIDGE

PEDESTRIAN BRIDGE ABOVE

28

30

22

PEDESTRIAN BRIDGE, ABOVE

27

24

CROSS SOUND FERRY

C1

WATER
ST

G1

1

C2

8

G3
G2

12

16

MATCH LIN
E

G4

10

9

11

14

MATCH LIN
E

CIRCULATION
TOWER 1

13

EXISTING AMTRAK
CANOPY, ABOVE

A3.00.B

AE FLO
O D ZO
NE
VE FLO
O D ZO
NE

2

32.2

31.2

30.2

BRIDGE PLAN - LEVEL B

09/27/19

Drawing Scale

E1

1/16" = 1'-0"

Project Number
16202.10

Date Issued

UNION STATION

09/27/19

1

BRIDGE PLAN - LEVEL 0
SCALE: 1/16" = 1'-0"

30.2

31.2

32.2

33.2

A2.00.B

 5

FRIT PATTERN - B (GL-5)
SIZE - 3/16" DIAMETER
PATTERN - CUSTOM GRADIENT (DENSITY AND PATTERN
TO REDUCE APPEARANCE OF 'FRIT BANDING')
COLOR - MEDIUM GRAY
PROJECT LOCATION - BRIDGE SOUTH FACADE

GRADIENT
4" O.C.

2' - 6"
4' - 6"

CONSISTANT PATTERN

FRIT PATTERN - A (GL-5, GL-6)
SIZE - 3/16" DIAMETER
PATTERN - 4" OC (BIRD FRIT)
COLOR - MEDIUM GRAY
PROJECT LOCATION - STAIR TOWERS & BRIDGE NORTH FACADE

60% FRIT DENSITY

GLASS MODULE

2' - 0"

GLASS MODULE

PATTERN AND FRIT
NOT TO SCALE

GLASS FRIT PATTERN
SCALE: 1/2" = 1'-0"

MUSEUM
REFER TO NATIONAL
COAST GUARD MUSEUM
DRAWINGS

B1

A1

EXISTING
PARKING
GARAGE

7
A7.01.B

BRIDGE SLOPED

Landscape

Civil Engineer

Payette Associates, Inc.
290 Congress St
Fifth Floor
Boston, MA 02210
Tel: 617-895-1000

Milone & MacBroom
1656, 99 Realty Dr
Cheshire, CT 06410
Tel: 203-271-1773

MEP/FP/IT Engineer

Structural Engineer

BuroHappold
11 Beacon St, Ste 400
Boston, MA 02108
Tel: 617-419-2284

Robert Silman Assoc.
111 Devonshire St
Boston, MA 02109
Tel: 617-695-6700

Lighting

Envelope

Available Light
10 Derby Square # 3
Salem, MA 01970
Tel: 978-744-6800

Front
20 Jay Street #920
Brooklyn, NY 11201
Tel: 212-242-2253

Elevator

Wind / Air Quality

Lerch Bates
303 Wyman Street
Suite 300
Waltham, MA 02451
Tel: 617-763-5822

RWDI
600 Southgate Drive,
Guelph
Ontario, Canada N1G
4P6
Tel: 1-519-823-1311

Jensen Hughes
161 Worcester Road
Suite 501
Framingham,MA 01701
Tel: 508-620-8900

CIRCULATION
TOWER 2

3
A3.01.B

TYP

TEMPORARY
CW-5 BRIDGE GLAZING
ASSEMBLY

8
A7.02.B
9
A8.05.B

TRAPEZOIDAL GLASS TO MITIGATE
SLOPED ANGLE OF BRIDGE

TRAPEZOIDAL GLASS TO MITIGATE
SLOPED ANGLE OF BRIDGE

Payette Associates Inc.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002

Code

CONNECTOR
REFER TO NATIONAL
COAST GUARD MUSEUM
DRAWINGS

CIRCULATION
TOWER 1

Architect

BRIDGE
41' - 6"

GL-5
GL-5
GL-5

GARAGE L3
38' - 11"
BRAKE MTL GLAZED INTO
MULLIONS TO BRIDGE GAP

EXISTING
PARKING
GARAGE

REFER TO ALTERNATE 2B.
TEMPORARY METAL
PANEL RAINSCREEN
ENCLOSURE

BRIDGE
41' - 6"

BASE FLOOD
ELEVATION (BFE)
14' - 0"

TEMPORARY CLADDING (OE-4)

WEST ELEVATION

4

3

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

LEVEL 0
6' - 6"

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

#

REFER TO NATIONAL COAST
GUARD MUSEUM DRAWINGS

REFER TO NATIONAL
COAST GUARD MUSEUM
DRAWINGS

6
A7.02.B CIRCULATION
TOWER 2

3
A3.01.B

TYP

6
A7.01.B CIRCULATION
TOWER 1

CONSTRUCTION DOCUMENTS

DATE

DESCRIPTION

NATIONAL COAST
GUARD MUSEUM
PEDESTRIAN BRIDGE

EXISTING PARKING GARAGE
7
CIRCULATION
A7.03.B
TOWER 3

09/27/19

BRIDGE SLOPED
WATER STREET NEW LONDON, CT. 06320
TRAPEZOIDAL GLASS TO MITIGATE
SLOPED ANGLE OF BRIDGE

CONSTRUCTION
DOCUMENTS
BRIDGE
41' - 6"

BRIDGE
41' - 6"
GARAGE L3
38' - 11"

BASE FLOOD
ELEVATION (BFE)
14' - 0"

BASE FLOOD
ELEVATION (BFE)
14' - 0"

2

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

Drawing Scale
As indicated

Project Number
16202.10

5' - 8"

EAST ELEVATION

BRIDGE ELEVATIONS

CIRCULATION
TOWER 1
6' - 11"

1

Date Issued
09/27/19

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

A3.00.B

 GENERAL NOTES

LEGEND
EXISTING

1.

PROPERTY AND TOPOGRAPHIC INFORMATION TAKEN FROM "PROPERTY SURVEY/TOPOGRAPHIC SURVEY, PREPARED FOR:
NATIONAL COAST GUARD MUSEUM ASSOCIATION, WATER STREET, NEW LONDON, CONNECTICUT", SCALE: 1"=20', DATE:
NOVEMBER 13, 2017, AND PREPARED BY: MILONE & MACBROOM INC.

2.

PROPERTY AND TOPOGRAPHIC INFORMATION TAKEN FROM THE CITY OF NEW LONDON GEOGRPHIC INFORMATION SYSTEM.
INFORMATION SHOULD BE CONSIDERED APPROXIMATE.

PROPOSED

STREET LINE
PROPERTY LINE

Architect

HYDRANT

Y

Y

D

INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE
INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD
BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS
THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE
ATTENTION OF THE ENGINEER FOR RESOLUTION.

D

4.

SETBACK LINE

H

NORTH ARROW AND BEARINGS ARE BASED UPON THE CONNECTICUT COORDINATE SYSTEM (NAD 1983). ELEVATIONS, CONTOURS
AND BENCH MARK ARE BASED UPON (NAVD 1988)

H

3.

WV

WATER VALVE

WV

GV

GAS VALVE

GV

5.

MILONE & MACBROOM, INC. ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE BEEN SUPPLIED
BY OTHERS.

CATCH BASIN

6.

ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION, MEANS OF CONSTRUCTION, AND SIZE OF ELECTRIC,
TELEPHONE, AND CABLE TELEVISION ARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.

MANHOLE/YARD DRAIN

7.

ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.

Payette Associates Inc.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002

SANITARY SEWER W/MANHOLE

WATER MAIN
N

GAS MAIN

ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE CITY OF NEW LONDON REQUIREMENTS AND TO THE
APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 817 AND ADDENDUMS.

ELECTRIC LINE

E

W

ELECTRIC, TELEPHONE, CABLE

10. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, AND STATE CODES
FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER WILL NOT BE HELD LIABLE
FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORK WHICH DOES NOT CONFORM TO LOCAL CODE.

Civil Engineer

Payette Associates, Inc.
290 Congress St
Fifth Floor
Boston, MA 02210
Tel: 617-895-1000

Milone & MacBroom
1656, 99 Realty Dr
Cheshire, CT 06410
Tel: 203-271-1773

E

MEP/FP/IT Engineer

Structural Engineer

BuroHappold
11 Beacon St, Ste 400
Boston, MA 02108
Tel: 617-419-2284

Robert Silman Assoc.
111 Devonshire St
Boston, MA 02109
Tel: 617-695-6700

Lighting

Acoustic / AV

Available Light
10 Derby Square # 3
Salem, MA 01970
Tel: 978-744-6800

Acentech
33 Moulton Street
Cambridge, MA 02138
Tel: 617-499-8000

Elevator

Envelope

Lerch Bates
303 Wyman Street
Suite 300
Waltham, MA 02451
Tel: 617-763-5822

Front
20 Jay Street #920
Brooklyn, NY 11201
Tel: 212-242-2253

Wind / Air Quality

Food Service

RWDI
600 Southgate Drive,
Guelph
Ontario, Canada N1G
4P6
Tel: 1-519-823-1311

Colburn & Guyette
100 Ledgewood Pl.
#920
Rockland, MA 02370
Tel: 781-826-5522

Code

LEED

Jensen Hughes
161 Worcester Road
Suite 501
Framingham,MA 01701
Tel: 508-620-8900

The Green Engineer
54 Junction Square Dr.
Concord, MA 01742
Tel: 978-369-8978

UTILITY POLE
S

TRAFFIC SIGN

11. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS USED DURING CONSTRUCTION SHOULD BE STORED IN A SECONDARY
CONTAINER AND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON-WORK HOURS.

IRON PIPE

LOCATION MAP

12. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THE PERMITTEE.

MONUMENT

13. PROJECT LIES WITHIN COASTAL AREA MANAGEMENT ZONE.

WATERCOURSE

SCALE: 1"=500'

Brick

WETLAND

rs

ve

C

rb
Cu

Conc

7
8.2'

ris
/Con
c De
b

4

2
Sign

Siren Pole

Metal
Bollard
(Typ)

9'±

Conc
g Wall

Hand Hole
(Communication)

Wood Curb

Transponder

Ramp

Grate
Dock

Conc

Existing Pavilion

Floatin

g Doc
k

WATER STREET NEW LONDON, CT. 06320

6

Hand
Hole

CONSTRUCTION
DOCUMENTS

Hand
Hole

YD
T.G.=6.38

5

Pavers

5

Granite

EXISTING CONDITIONS
ZONE VE
(ELEVATION
14 FEET)

Drawing Scale

Stage
Panel

1"=20'

Metal
Box

8

Sign

Brick Wall
w/Metal Railing Bench

Project Number
16201.00

Stage Lights

Blocks

YD
T.G.=6.17

09/27/19

Belgian

N/F
City of

Date Issued
N

Granite

Top of
4" PVC Conduit

Canopy

Grate

Metal

G

Metal

Pavers

Conc Re
tainin

Benche

Grate

s

Newspaper
Box
Mailbox on
Conc Pad

Stairs
Conc

s
Paver

R

Granite
Column
(Typ)

NATIONAL COAST
GUARD MUSEUM
PEDESTRIAN BRIDGE

Recycle
Garbage

Metal Cover
(Typ)

Conc

Union Railroad
Station Plaque

s
Paver
Brick

-3

3

15" RCP

Bench

Hand Hole
(Communication)

Metal Bike
Rack

Stairs
Conc

Brick

Granit

e Curb

Pavers Road

12" San Sewer
CCB
T.G.=11.94
INV.=7.6(SE)

TRACK 6

Granit

e

e

Metal
Platform

12

8

Granit

e Curb

6

TRACK 2

Granit

6

G R

TRACK 1

Pavers Road

I-Beam
on
Conc
Pad
(Typ.)

6.7'

N/F
Union Station
Development, LLC

6" PV
C

8

s

STORM MH
T.F.=7.72
INV.=3.2(SW)
INV.=5.6(NE)
INV.=5.6(SE)

Stairs
Conc

s

6" PVC

DESCRIPTION

Gravel
Parking
Lot

Transformer
on Conc Pad

Conc
Platform

Brick

WATE

R

CLCB
T.G.=7.19
INV.=4.9(E)
INV.=5.5(E)

DATE

7.2'

Wood
Fence

8

12

"P

Metal
Grate

C
PV
4"
D 4" P
VC

VC Brick Pa
vers

Conc
Ramp

C
PV

Brick
Pavers
Crosswalk

16.9'

Granite

2"

ite

Detectable
Warning
Strip

Detectable
Warning
Strip

Elec.
Conc.
Vault

COASTAL RESOURCE 2
DEVELOPED SHOREFRONT

N/F
United States of America

#

THAME

AL

12" GAS

Brick
Paver

Boul
ders

Hand Hole
(Signal)

STORM MH
T.F.=7.49
INV.=1.6(NE)

OV

Gran
ite

STORM MH
T.F.=9.16
INV.=-2.9(NW)

S RIVE
R

Paver

s

Metal Box

D

CLCB
T.G.=7.10
INV.=4.8(N)
INV.=6.1(NW)

l

te
Gr
an
i

12
"P
V

C

P
30" RC

we
r
Se
n

12" CMP

5
7.8'

Hand Hole
(Communication)

6" GAS

12
"C
M
P

Edge Conc
Loading Platform

"

Full of Water

EE T

N/F
City of
New London

Edg
e of
Gra
ve

Conc Parking

12" Water

Granite
Brick Pa
vers

WATER S
TREET

24

MH
T.F.=7.00

Gran

SAN MH
T.F.=9.36

Gravel
Parking
Lot

N/F
National Railroad
Passenger Corporation

COASTAL RESOURCE 3
ESTUARINE EMBAYMENT

D

ite

9

te

i
Gran

TIC
N
A
ATL

ite
Gran

10

11

S
T
A
TE

S
T
R
EE

T

12

SAN MH
T.F.=9.61

STR

Hand Hole
(Communication)

Sa

"R
CP

"

18

8

all
ite W
Gran

S

18" San Sewer S

Gran

Pe

RCP ANTIC
ATL

rs
Pave
Brick walk
s
Cros
ite

24 "

ET
STRE

2
TRACK

1

Sewer
18" San

6
D
RCP
18"

rs
Pave
Brick

SAN MH
T.F.=10.25

P

Brick
Conc

CCB
T.G.=8.43

N/F
City Metal
of Cover
New
London rgola

Conc Stairs

RC

STORM MH
T.F.=6.45
INV.=4.3(S)
INV.=2.5(W)
INV.=1.3(SE)
INV.=1.3(NW)

Metal
Cover

Gran

ite
an rs
r
G ta i
S
k
irs
c
i
r
Sta
B
nc
Co

CCB
T.G.=6.49
INV.=2.7(E)
INV.=2.8(W)

9

rs
Stai

D

12
"

7

Full of Water

Bit

8

ch

c

n
Be

ers
Pav

P
RC

Con

nc
Co

15"

7

STORM MH
T.F.=6.66

18

ll

VC
"P

12

D

Bit

7
Wa
ng
i
n
tai
Re

D

Trench
Electric

C

Conc
Pavers

k
ric
cB
n
o

Property Line = M.H.W.
(Elev.= 0.9')

Curb

nch

D

STORM MH
T.F.=6.87
INV.=3.7(SW)

Wood

Bit Speed
Bump

ll
Wa

Granite

ll

nch

Bit

la
rgo
Pe
rs
ve
Pa
k
c
Bri

Be

STORM MH
T.F.=13.52
INV.=4.3(E)
INV.=4.5(NW)

e

Bit

COASTAL RESOURCE 1
COASTAL FLOOD HAZARD
(AREAS AT OR BELOW 100
YEAR FLOOD ZONE
ELEVATION)

N/F
Cross Sound Ferry
Services, Inc.

Curb

CP

Metal
Bollard
(Typ)

"R

15

Be

nch
Be

Gravel
Parking
Lot

Wood

Wa
ne

ch

MH
T.F.=5.82

c
Bri

nch
Be

n
Sto

D

k

nch
Be

Planter

15

Sto

n
Be

vel
Gra
nc h
e
B

15" SLCPP

"

PV

7

k
ric
cB
n
o
Grass

STORM MH
T.F.=7.79
INV.=1.3(SE)
INV.=1.5(W)
INV.=1.4(NE)

CLCB
T.G.=8.33

Brick Pavers

8
C

Cu
rb

VC
12" P

Pa
ck
B ri

WATER STREET
PARKING GARAGE

ite

Granite

7

ZONE AE
(ELEVATION
11 FEET)

Granite Curb

nc
Co

6

N/F
City of New London

Gr
an

TRACK

k

c
Bri

6

Concp
Ram

CLCB
T.G.=5.73
INV.=2.4(SW)

6
TRACK

Granite

Grass

Paver

9.

SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THE SEDIMENT AND
EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS
ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION
AND SEDIMENT CONTROL, CONNECTICUT - 2002". AND IN ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL

12" S
an Se
wer

8.

Landscape

STORM DRAIN

W

E

S
0'

5'

10'

0

1/2"

1"

C1.00B

 Detectable
Warning
Strip
(Typ)

STORM MH
T.F.=6.23
INV.=2.7(S)
INV.=3.3(E)

FEMA 100-YEAR
FLOODLINE

Brick

Brick Pavers
Crosswalk

Bit

IP

Architect

Granite

Grass

CLCB
T.G.=5.73
INV.=2.4(SW)

an
ite

WATER STREET
GARAGE

Granite

Metal
Bollard
(Typ)

Granite

Cu
rb

Catenary Tower #98
Top of Tower=43.8

INV.=2.8

6' DIA. DRYWELL (DW 8)
T.F.=5.5
INV.=2.5(N)
INV.=2.5(S)

Hand Hole
(Communication)

Catenary Tower #96
Top of Tower=44.2

MATCHLINE A.A

Wire
Elev.=39.8

STUBBED 8" HDPE
FOR FUTURE USE

lders

"P
VC
12

ATION
Paver

s

C

4"

PV

D

Metal
Grate

STORM MH
T.F.=7.72
INV.=3.2(SW)
INV.=5.6(NE)
INV.=5.6(SE)

6.7'

FEMA 100-YEAR
FLOODLINE

Top of Mast Arm Elev.=36.7
Transformer
on Conc Pad

6
K
C
A
TR

I-Beam
on
Conc
Pad
(Typ.)

FF=7.9

DESCRIPTION

NATIONAL COAST
GUARD MUSEUM
PEDESTRIAN BRIDGE

CONSTRUCTION
DOCUMENTS
SOIL EROSION AND SEDIMENT CONTROL NARRATIVE
SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN
THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL
PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL
MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL,
CONNECTICUT - 2002, AND IN ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.
1.PURPOSE AND DESCRIPTION OF PROJECT
A.) THE CONSTRUCTION OF A PEDESTRIAN BRIDGE
B.)

Gravel
Parking
Lot

DATE

WATER STREET NEW LONDON, CT. 06320

AD 5
T.F.=5.2
INV.=3.2(W)

ZONE VE
(ELEVATION
14 FEET)

The Green Engineer
54 Junction Square Dr.
Concord, MA 01742
Tel: 978-369-8978

4"
PV
C

8" PVC SDR-35 ROOF
COLLECTOR PIPE
S=0.5% MIN.

PROPOSED
COAST GUARD
MUSEUM
BUILDING

Jensen Hughes
161 Worcester Road
Suite 501
Framingham,MA 01701
Tel: 508-620-8900

#

GF=8.1

N/F
United States of America

LEED

Wood
Fence

CLCB
T.G.=7.19
INV.=4.9(E)
INV.=5.5(E)

PROPOSED MUSEUM
TRANSFORMER SHOWN
FOR INFORMATIONAL
PURPOSES ONLY

Code

7.2'

5

Top of Mast Arm Elev.=35.4

Colburn & Guyette
100 Ledgewood Pl.
#920
Rockland, MA 02370
Tel: 781-826-5522

8.2'

INV.=4.8(N)
INV.=6.1(NW)

Wire
Elev.=38.8

RWDI
600 Southgate Drive,
Guelph
Ontario, Canada N1G
4P6
Tel: 1-519-823-1311

16.9'

Brick

c De
bris
/Con

Detectable
Warning
Strip

ite

Property Line =
Median High
Water (MHW)
(Elev. = 0.9'
CLCB
NAVD
1988)
T.G.=7.10

Food Service

Hand Hole
(Communication)

Detectable
Warning
Strip

15" RCP

8'-8" HDPE
S=1.25%

N/F
City of
New London

D

Elec.
Conc.
Vault

Gran

Wind / Air Quality

Former
Bus Station
Peak = 28.1'

STORM MH
T.F.=7.49
INV.=1.6(NE)

AL

MH 1
T.F.=6.8
INV.=3.1(NW)
INV.=3.1(NE)

FF=7.5

VC

Gravel
Parking
Lot
SAN MH
T.F.=9.36

CO

30'-8" HDPE
S=0.67%

ite

Front
20 Jay Street #920
Brooklyn, NY 11201
Tel: 212-242-2253

Hand Hole
(Signal)

12
"P

CO

AD 6
T.F.=5.4
INV.=3.0(E)
INV.=3.0(W)

Edg

TIC
N
A
L
AT

Hand Hole
(Communication)

T.F.=9.61

Gran

C
PV
2"

te

59'-8" HDPE
S=0.50%

Mean Low
Water
(MLW)
ELEV=-1.7'

Bou

nite

i
Gran

S

T
TREE

e of
Gra
vel

Gra

10

INLET ELEV.=5.58
BOTTOM OF CHANNEL ELEV.=4.7
INV.=2.8
SAN MH

SD 7
INLET ELEV.=5.58
INV.=4.88

WATER

Coastal Jurisdiction Line =
(Elev. = 2.1' NAVD 1988)

"
OV

Lerch Bates
303 Wyman Street
Suite 300
Waltham, MA 02451
Tel: 617-763-5822

Metal Box

MATCHLINE A.A

ite

.7(N)
INV.=2W
all
e
t
i
n
.7(W)
GraINV.=2
INV.=2.7(E)

24

Envelope

BUS CANOPY ROOF
LEADERS TO BE CUT
BACK BELOW GRADE
AND CAPPED

FF=7.5

D

N/F
National Railroad
Passenger Corporation

CONTRACTOR TO
REMOVE SECTION OF
EXISTING 12" PVC
PIPE.

BUS ST

MH
T.F.=7.00

Full of Water

18'-8" HDPE
S=0.56%

Gr

an
i te

STREE
T

18" San Sewer S
Gran

ite

ola
Perg

5'-8"SAN
HDPE
MH
T.F.=10.25
S=2.0
%

P
30" RC

we
r

Se
"R
CP

12" CMP

vers
a
P
Brick
CP
24" R

INV.=2.6(S)

7.8'

Sa
18

Acentech
33 Moulton Street
Cambridge, MA 02138
Tel: 617-499-8000

Elevator

Hand Hole
(Communication)

CONTRACTOR TO
REMOVE
EXISTING 12"
PVC PIPE.

Edge Conc
Loading Platform

18

RCP
18"

INV.=3.5(E)

l
Meta
r
Cove

Conc StairsINV.=2.6(E)

30'-12" HDPE
S=1.33%

"

D

Light
10 Derby Square # 3
Salem, MA 01970
Tel: 978-744-6800

Wire
Elev.=39.1

MH 2
T.F.=6.9
INV.=3.5(SW)
INV.=3.5(N)

n

Metal
Cover

Catenary Tower #100
Available
Top of Tower=43.7

Bit

S

PROPOSED NEW CURB
SEE LANDSCAPE PLANS

T.G.=8.43

N/F
City
of
New
London

Acoustic / AV

STORM MH
T.F.=6.66

17'-12" HDPE
S=1.18%

MH 4
T.F.=9.2
CCB

ite
n
a
Gr tairs
S
irs
a
t
S
c
on

Lighting

VC

Full of Water

STORM MH
T.F.=6.45
INV.=4.3(S)
INV.=2.5(W)
INV.=1.3(SE)
INV.=1.3(NW)

INV.=2.8(W)

Gran

C

MH 3
T.F.=8.8
INV.=3.2(W)
INV.=3.2(NE)

"P
12

EX. STORM MH
MATCH EX. INV.=1.5(W)

CRASH RATED BOLLARD (TYP.)
SEE ARCHITECTURAL 12"
R
DRAWINGS CP
SEE SHEET C1.03
FOR
CCB
T.G.=6.49
FOUNDATION
INV.=2.7(E)DETAIL

WYE CONNECTION
INV.=2.5

rs
Stai

D

Robert Silman Assoc.
111 Devonshire St
Boston, MA 02109
Tel: 617-695-6700

9'-12" HDPE
S=2.22%

D

D

Bit

53'-15" HDPE
S=3.21%

c

nch
Be

STORM MH
T.F.=6.87
INV.=3.7(SW)

Conc Parking

Granite

Conc
Pavers

P

BuroHappold
11 Beacon St, Ste 400
Boston, MA 02108
Tel: 617-419-2284

Trench

Re

RC

Structural Engineer

Bit

Curb

D

Con

nc
o
C

ing
n
i
ta

15"

MEP/FP/IT Engineer

Top of Mast Arm Elev.=35.8

Electric

ers
v
Pa

ADJUST MANHOLE FRAME AND
COVER TO FINISH GRADE
CORE NEW INVERT

ll
Wa

Milone & MacBroom
1656, 99 Realty Dr
Cheshire, CT 06410
Tel: 203-271-1773

Wood

ck
i
r
B

Bit Speed
Bump

la
rgo

ll
a
eW
n
o
St

ll
we

Payette Associates, Inc.
290 Congress St
Fifth Floor
Boston, MA 02210
Tel: 617-895-1000

Top of Mast Arm Elev.=35.5

12" Water

Pe

ADJUST MANHOLE FRAME AND
COVER TO FINISH GRADE
CORE NEW INVERT
INV.=3.7
CONCRETE PLUG REMOVED
PIPE OPENINGS.

Bit

el

Brick Pa
vers

nch
Be

Canopy
Top Elev.=14.5'

P
RC

ck
i
r
B

nch
Be

Civil Engineer

Curb

nch

ra

ch

SW

Be

nch
Be

P

Ga
ing
ark

"
15

Be

n
Be

Planter
ir
Sta
ge

MH
T.F.=5.82

nch

4" PVC SDR-35 CONNECTION AT GRADE
TRANSITION TO 8'-6" PVC SDR-35 ROOF COLLECTOR PIPE
THEN TRANSITION TO 8'-8" PVC SDR-35
S=2.0% MIN.
SEE PLUMBING PLANS FOR CONTINUATION

Landscape

Wood

nch
Be

v
Gra

9'-15" HDPE
S=3.33%

ll
Wa
ne

CONTRACTOR TO
RESTORE PLAZA
IMPACTED BY
UTILITY
INSTALLATION

D

Sto

STORM MH
T.F.=7.79
INV.=1.3(SE)
INV.=1.5(W)
INV.=1.4(NE)

1
K
C
A
TR

Grass

8" PVC SDR-35 ROOF
COLLECTOR PIPE SEE
PLUMBING PLANS FOR
CONTINUATION

Sewer
18" San

Brick Pavers

ZONE AE
(ELEVATION
11 FEET)

Granite Curb

"
15

2
K
C
TRA

v
Pa

COLUMN FOOTING FOR
INFORMATION ONLY.
PLEASE SEE
FOUNDATIONS PLAN.

VC
12" P

CCB 5
(REPLACE CLCB TOP
WITH PEDESTRIAN GRATE)
C
T.F.=5.7
PV

ers

ck

Parking Garage

Cu

rb

Bri

REMOVE SECTION
OF EXISTING 15"
RCP

Wire
Elev.=39.0

STK

Gr

N/F
City of New London

Catenary Tower #102
Top of Tower=43.5

Payette Associates Inc.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002

2.IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS
A.) PROTECTION OF EXISTING STORM DRAINAGE SYSTEM.
C.) PROTECT RUNOFF TO THAMES RIVER

PLANNING AND ZONING CERTIFICATION
EROSION AND SEIDMENT CONTROL PLAN CERTIFIED BY VOTE OF THE NEW
LONDON PLANNING AND ZONING COMMISSION ON ________________
CHAIRMAN
SIGNATURE________________________________________________

NOTES
1.

SITE UTILITY PLAN

REFER TO LAYOUT & MATERIALS PLAN PREPARED BY PAYETTE FOR SURFACE MATERIALS AND
GRADING.
N

Drawing Scale

EROSION CONTROL LEGEND
IP

SW

W

1"=10'

E

Project Number

INLET PROTECTION
(TYP. OF ALL INLETS)

S

16201.00

0'

10'

20'

0

1/2"

1"

Date Issued

STRAW WATTLES

09/27/19
STK

TEMPORARY SOIL STOCKPILE
AREA SURROUNDED WITH
SEDIMENT FILTER FENCE OR STRAW WATTLES

C1.01B

 EROSION CONTROL MAINTENANCE INTERVALS
CONTROL OBJECTIVE

SILT FENCE (GSF), STRAW
WATTLES (SW)
(RELATED: IP, STK)

- INTERCEPT, AND REDIRECT/DETAIN
SMALL AMOUNTS OF SEDIMENT FROM
SMALL DISTURBED AREAS.
- DECREASE VELOCITY OF SHEET FLOW.
- PROTECT SENSITIVE SLOPES OR SOILS
FROM EXCESSIVE WATER FLOW.

INLET PROTECTION (IP)

- PROHIBIT SILT IN CONSTRUCTION-RELATED RUNOFF
FROM ENTERING STORM DRAINAGE SYSTEM.

STOCKPILE PROTECTION
(STK)

FAILURE INDICATORS

INSPECTION/MAINTENANCE

SILT FENCE MAY BE REMOVED AFTER
UPHILL AND SENSITIVE AREAS HAVE
BEEN PERMANENTLY STABILIZED.

INSPECT AFTER ANY RAIN EVENT. IF FILTER BAG INSIDE CATCH BASIN CONTAINS MORE
THAN 6" OF SEDIMENT, REMOVE SEDIMENT FROM BAG. CHECK SURROUNDING SILT FENCE
AND HAY BALES PER NOTED ABOVE.

- RIPPED BAG
- FAILED HAY BALES / SILT FENCE
- SIGNIFICANT SILT PRESENCE IN STORM
DRAINAGE SYSTEM OUTFLOW.

INLET PROTECTION MAY BE
REMOVED ONCE THE SITE HAS BEEN
PERMANENTLY STABILIZED, AND ALL
SECTIONS OF ROADWAY HAVE BEEN
PERMANENTLY PAVED.

INSPECT SILT FENCE AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR
DAMAGES. PERIODIC REINFORCEMENT OF SILT FENCE, OR ADDITION OF HAY BALES MAY
BE NECESSARY.

- EVIDENCE OF STOCK PILE DIMINISHING
DUE TO RAIN EVENTS
- FAILURE OF SILT FENCE

STOCKPILE PROTECTION MAY BE
REMOVED ONCE THE STOCKPILE IS
USED OR REMOVED.

OPERATIONS IF USED FOR DEWATERING OPERATIONS.

- RETAIN SOIL STOCKPILE IN LOCATIONS SPECIFIED,
AND REDUCE WATER-TRANSPORT.

WORK AREA

Architect
Payette Associates Inc.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002

INITIAL BACKFILL LAYER:
INSTALL AND COMPACT
6" MIN. ABOVE CROWN
OF PIPE

UTILITY DETECTOR
TAPE
REINFORCED
CONCRETE PIPE

A.
DI

SPRING LINE

Landscape

Civil Engineer

Payette Associates, Inc.
290 Congress St
Fifth Floor
Boston, MA 02210
Tel: 617-895-1000

Milone & MacBroom
1656, 99 Realty Dr
Cheshire, CT 06410
Tel: 203-271-1773

MEP/FP/IT Engineer

Structural Engineer

BuroHappold
11 Beacon St, Ste 400
Boston, MA 02108
Tel: 617-419-2284

Robert Silman Assoc.
111 Devonshire St
Boston, MA 02109
Tel: 617-695-6700

Lighting

Acoustic / AV

Available Light
10 Derby Square # 3
Salem, MA 01970
Tel: 978-744-6800

Acentech
33 Moulton Street
Cambridge, MA 02138
Tel: 617-499-8000

Elevator

Envelope

Lerch Bates
303 Wyman Street
Suite 300
Waltham, MA 02451
Tel: 617-763-5822

Front
20 Jay Street #920
Brooklyn, NY 11201
Tel: 212-242-2253

Wind / Air Quality

Food Service

RWDI
600 Southgate Drive,
Guelph
Ontario, Canada N1G
4P6
Tel: 1-519-823-1311

Colburn & Guyette
100 Ledgewood Pl.
#920
Rockland, MA 02370
Tel: 781-826-5522

Code

LEED

Jensen Hughes
161 Worcester Road
Suite 501
Framingham,MA 01701
Tel: 508-620-8900

The Green Engineer
54 Junction Square Dr.
Concord, MA 01742
Tel: 978-369-8978

HAUNCHING LAYER: 6"
MAX. LIFTS, COMPACTED

CONCRETE OR SAND
BAGS SIZED AS NEED
(10' O.C.)

EXPANSION RESTRAINT
(1 4" NYLON ROPE,
2" FLAT WASHERS)

TRENCH WIDTH
I.D. OF PIPE +2.0'

FINAL BACKFILL LAYER:
SUITABLE EXCAVATED
MATERIAL MAY BE USED

STRAW WATTLES
OR APPROVED
EQUAL

2 EACH
DUMP STRAPS

EDGE OF TRENCH

TEMPORARY SUPPORT
SYSTEM (AS REQUIRED)

- PHYSICAL DAMAGE OR DECOMPOSITION
- EVIDENCE OF OVERTOPPED OR UNDERCUT
FENCE
- EVIDENCE OF SIGNIFICANT FLOWS EVADING
CAPTURE
- REPETITIVE FAILURE

INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH
A RAINFALL OF 0.5 INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE

FINISHED GRADE

REMOVAL

4"

EROSION CONTROL
MEASURE

SEE SITE PLAN FOR
SURFACE TREATMENT

BEDDING LAYER:
4" MIN. IN EARTH
6" MIN. IN ROCK CUT

BOTTOM OF TRENCH
EXCAVATION

AREA TO BE PROTECTED
NOTES:
1.

INSTALLATION DETAIL

2.

BAG DETAIL

BACKFILL MATERIAL USED IN BEDDING, HAUNCHING, AND INITIAL BACKFILL LAYERS
SHALL BE 3/4" CRUSHED STONE.
PAYMENT LIMIT FOR ROCK IN TRENCH TO BE PIPE DIAMETER + 3.0'

STORM DRAINAGE TRENCH

DUMP STRAP

SECTION VIEW

1" REBAR FOR BAG
REMOVAL FROM INLET

NOT TO SCALE

CONCRETE OR
SAND BAGS
SIZED AS NEED
(10' O.C.)

DUMP STRAP

REMOVABLE CAP
FINISHED GRADE

SILTSACK
DEPTH = D

48" x 5/8" REBAR

WATER FLOW

OPTIONAL METAL HANGING
FRAME FOR TRAFFIC
CONDITIONS

WIDTH = W

STRAW WATTLES
OR APPROVED
EQUAL

WORK AREA

PIPE AS
SPECIFIED
(SEE PLAN)

LENGTH = L

INLET PROTECTION (IP)
NOT TO SCALE

PROVIDE 24" MINIMUM COVER

AREA TO BE PROTECTED

FLOW

PLAN VIEW

STRAW WATTLE FOR USE IN PAVED AREAS (SW)

FLOW

NOT TO SCALE
PIPE AS SPECIFIED
(SEE PLAN)

SOLVENT WELD
ALL JOINTS

ROOF LEADER
NOT TO SCALE

CRASH RATED BOLLARD @
EXISTING SLAB ON GRADE

SLAB ON GRADE
W/ PAVERS

24" MANHOLE COVER (LEBARON
TYPE BG OR EQUAL)

3"

3 COURSE OF BLOCK MINIMUM

2'-0" DIA.

ADJUST TO GRADE WITH MINIMUM OF
2 COURSES, MAXIMUM 7 COURSES OF
BRICK OR PRECAST RINGS

1" GROUT

PRECAST REINFORCED CONCRETE
MANHOLE CONE SECTION

9"

FINISHED GRADE

1'-0"

FOUR- 8" DIA. KNOCK OUTS

ALL JOINTS SHALL HAVE RUBBER
GASKETS IN ACCORDANCE WITH
ASTM SPEC. C-361

6"

BRICK AND NON-SHRINK MORTAR
CONNECTION, PARGE EXTERIOR; OR
APPROVED FLEXIBLE CONNECTION

INLET PIPE

VARIES

2 1/4"

FILL VOIDS W/ CONCRETE
POST INSTALLATION OF FOOTING

7"
5"

48" DIA.

44"x44" - SAWCUT EXISTING SLAB
& REMOVE WHERE REQURIED

#4 TIES @ 6" O.C.

PLAN

(12) - #8 VERT. BARS

STORM DRAIN PIPE

#

DATE

DESCRIPTION

8"

CONNECTICUT PRECAST CORP
(DW72-04 OR EQUAL)
6" MINIMUM STONE FOUNDATION

1" BROKEN STONE OR SCREENED
GRAVEL AROUND PERIMETER AND
BOTTOM

4"
6' DIA.

POST COVER SHALL BE FASTENED
W/ COVER SET SCREW

3'-0" MINIMUM

48" UNLESS
OTHERWISE NOTED

2'-0" STUB

AUGER 42" x 5'-0"

3'-0" MIN. ECCENTRIC
MANHOLE CONE

WATER TIGHT MANHOLE FRAME
AND COVER

18"

6'-0" DIA.
NOTE:
5' OR 6' DIAMETER PRECAST BASES MAY BE REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE
MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' OR 6' BASES AS DIRECTED BY THE
ENGINEER. WALL THICKNESS TO INCREASE BY 1" FOR EACH 1'-0" OF INSIDE DIAMETER.

NOTES:

.

CONCRETE FOOTING GRADE
W/ EXISTING SLAB ON GRADE
EXISTING SLAB ON GRADE
TO REMAIN OR PROPOSED
SLAB ON GRADE

SEE ARCHITECTURAL
DRAWINGS FOR
HEIGHT & CUT SHEETS

1.

CONCRETE MINIMUM STRENGTH - 4000 PSI @ 28 DAYS
STEEL REINFORCEMENT - ASTM A-615-75, GRADE 60, ASTM A-185, GRADE 65.

2.

COVER TO STEEL 1" MINIMUM.

PRECAST CONCRETE STORM DRAINAGE MANHOLE
NOT TO SCALE

NATIONAL COAST
GUARD MUSEUM
PEDESTRIAN BRIDGE

DRYWELL
PAVERS

NOT TO SCALE

WATER STREET NEW LONDON, CT. 06320

5'-0"

3'-6"

CONSTRUCTION
DOCUMENTS

#4 TIES @ 6" O.C.
3"
(TYP.)

SITE DETAILS

(12) - #8 VERT. BARS

Drawing Scale
AS NOTED

Project Number
16201.00

3"

Date Issued

SECTION

TYPICAL CRASH RATED FOOTING DETAIL
SCALE:

3

WATER TIGHT MANHOLE FRAME AND COVER

09/27/19

NOT TO SCALE

4"=1'-0"

C1.02B

 EXISTING CONCRETE PAVING
EXISTING BRICK PAVING
NEW INTERIOR BRICK PAVING
(MATCH EXISTING BRICK PAVING PATTERN)

Architect

EXISTING CONCRETE PAVING

Payette Associates Inc.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002

AREA OF LAWN TO BE RE-SEEDED
EXISTING BOLLARD LIGHTS;
SEE DEMO PLAN
CRASH-RATED BOLLARD;
LOCATED 6'-6" OFFSET FROM CENTER OF
BRIDGE COLUMN; SEE CIVIL FOR DETAILS

CROSS SOUND FERRY PROPERTY

SALVAGE EXISTING CONCRETE UNIT
PAVERS AND MATCH EXISTING PATTERN
SALVAGE EXISTING BRICK AND
MATCH EXISTING PATTERN

PEDES

TRIAN

FW
IT O
M
I
L

ORK

4
(2) FIXED BOLLARDS
L4.00B

BRIDG
E

5
(4) TYPE SB BOLLARD
L4.00B
LIGHTS

LIMIT OF WORK

3
SLOT DRAIN IN CONCRETE
L4.00B
UNIT PAVING
2
AREA DRAIN
L4.00B

SD

DI

LIMIT OF WORK

DI

PROPER

EXTEND EXISTING
PLATFORM FOR
BRIDGE ELEVATOR AND
STAIR STRUCTURES

NEW GRANITE CURB

TY LINE

C.I.P. CONCRETE CURB AT EDGE
OF BULKHEAD; SEE CIVIL

1
CONCRETE UNIT PAVING
L4.00B
TYPE I

CRASH-RATED BOLLARD;
SEE CIVIL FOR CONNECTION DETAILS

1
CONCRETE UNIT PAVING
L4.00B
TYPE II

NEW CONCRETE UNIT PAVING
(MATCH EXISTING CONCRETE UNIT PAVING PATTERN)

1
CONCRETE UNIT PAVING
L4.00B
TYPE III

NEW BRICK PAVING
(MATCH EXISTING BRICK PATTERN)

Landscape

Civil Engineer

Payette Associates, Inc.
290 Congress St
Fifth Floor
Boston, MA 02210
Tel: 617-895-1000

Milone & MacBroom
99 Realty Dr
Cheshire, CT 06410
Tel: 203-271-1773

MEP/FP/IT Engineer

Structural Engineer

BuroHappold
11 Beacon St, Ste 400
Boston, MA 02108
Tel: 617-419-2284

Robert Silman Assoc.
111 Devonshire St
Boston, MA 02109
Tel: 617-695-6700

Lighting

Envelope

Available Light
10 Derby Square # 3
Salem, MA 01970
Tel: 978-744-6800

Front
20 Jay Street #920
Brooklyn, NY 11201
Tel: 212-242-2253

Elevator

Wind / Air Quality

Lerch Bates
303 Wyman Street
Suite 300
Waltham, MA 02451
Tel: 617-763-5822

RWDI
600 Southgate Drive,
Guelph
Ontario, Canada N1G
4P6
Tel: 1-519-823-1311

Code

WATER

STREET

Jensen Hughes
161 Worcester Road
Suite 501
Framingham,MA 01701
Tel: 508-620-8900

FUTURE
NATIONAL COAST
GUARD MUSEUM

THAMES RIVER

NEW LONDON
AMTRAK STATION
PROPER

TY LINE

09/27/19

#

DATE

DESCRIPTION

STRE
ET

SOU

TH W
ATER

STRE

ET

STATE

CONSTRUCTION DOCUMENTS

NEW LONDON
CITY PIER

NATIONAL COAST
GUARD MUSEUM
PEDESTRIAN BRIDGE
WATER STREET NEW LONDON, CT. 06320

CONSTRUCTION
DOCUMENTS
MATERIALS PLAN
Drawing Scale
1" = 20'-0"

Project Number
16202.10

Date Issued
09/27/19

1

LAYOUT & MATERIALS PLAN
1"=20'-0"

L1.00B

 Architect
Payette Associates Inc.
290 Congress Street, Fifth Floor
Boston, MA 02210-1005
Tel: 617-895-1000
Fax: 617-895-1002

NOTES:
6'-6"

CENTERLINE OF COLUMN
5'-9"

5'-3"

CENTERLINE OF COLUMN

20'-0"

10'-6" 10
'-6" LIMIT OF WORK
13'-6"

12'-3" 6'-1"

IT
LIM

ORK
OF W

1. ALL BOLLARDS OFFSET 12" FROM
FACE OF BUILDING
2. DRAIN INLETS TO ALIGN WITH ADJACENT
PAVING JOINTS; DRAIN LAYOUT DIMENSIONS
SHOWN HERE ARE TO BE VERIFIED IN THE FIELD

30'-0"

LIMIT OF WORK

Landscape

Civil Engineer

Payette Associates, Inc.
290 Congress St
Fifth Floor
Boston, MA 02210
Tel: 617-895-1000

Milone & MacBroom
99 Realty Dr
Cheshire, CT 06410
Tel: 203-271-1773

MEP/FP/IT Engineer

Structural Engineer

BuroHappold
11 Beacon St, Ste 400
Boston, MA 02108
Tel: 617-419-2284

Robert Silman Assoc.
111 Devonshire St
Boston, MA 02109
Tel: 617-695-6700

Lighting

Envelope

Available Light
10 Derby Square # 3
Salem, MA 01970
Tel: 978-744-6800

Front
20 Jay Street #920
Brooklyn, NY 11201
Tel: 212-242-2253

Elevator

Wind / Air Quality

Lerch Bates
303 Wyman Street
Suite 300
Waltham, MA 02451
Tel: 617-763-5822

RWDI
600 Southgate Drive,
Guelph
Ontario, Canada N1G
4P6
Tel: 1-519-823-1311

PROPER

14'-0"

TY LINE

B

BASELINE - PROPERTY LINE / FINISH FACE OF BUILDING
REVIEW IN FIELD WITH L.A.

Code
Jensen Hughes
161 Worcester Road
Suite 501
Framingham,MA 01701
Tel: 508-620-8900

1

LAYOUT PLAN
1"=20'-0"

+5.15

GRADING LEGEND

+6.40
+5.69

LIMIT OF WORK
+6.03

6.23

+6.76

+7.10

PROPOSED SPOT ELEVATION

+6.50

EXISTING SPOT ELEVATION AT GRADE

FFE +6.50

FINISH FLOOR ELEVATION

1.5%

SLOPE

6.23

+6.00

+5.73

6.83

+6.08

2.0%

+6.46

+6.63
6.29
6.83

+6.61

09/27/19

#

CONSTRUCTION DOCUMENTS

DATE

DESCRIPTION

+6.77
6.53

6.83

+7.16

LIM

IT

ORK
OF W

+6.06

+6.94

6.56

6.58

2.0%

6.83

+6.87

+6.89
6.62

+6.89
6.62

+7.79

+6.98

+8.88

5.60

+7.02

5.67

+6.48
+8.77

5.42

+6.23 6.73

LIMIT OF WORK

+7.08
+7.22

5.67

0%

2.

5.50

2.0%

5.55

+8.33
+8.89

LIMIT OF WORK

5.67
2.0%

+7.69

1.5%

FFE +6.83

+6.30

+8.43

+6.76

FFE +5.67
5.67

SD

5.55

5.67

5.60
5.67

DI

FFE +5.67

5.39
5.67

5.18
DI

5.67

2.3%

+7.46

6.83

+6.73

2.0%

2.0%

2.0%

+5.92

6.42

1.5%
PROPER

5.5

5.42

TY LINE

NATIONAL COAST
GUARD MUSEUM
PEDESTRIAN BRIDGE

5.30

+7.00

+6.57

WATER STREET NEW LONDON, CT. 06320

7.07

+7.08

+7.49

+7.72

+7.33

CONSTRUCTION
DOCUMENTS
LAYOUT & GRADING
PLANS
Drawing Scale
1" = 20'-0"

Project Number
16202.10

Date Issued
09/27/19

2

GRADING PLAN
1"=20'-0"

L2.00B

 56”
LOCATION PLAN — DETAIL (GROUND LEVEL)

ACCESS BRIDGE TO:
B2

B2

NATIONAL COAST GUARD
MUSEUM

42”

B2

CROSS SOUND FERRY

B3

PARKING GARAGE

B3

P

CUT VINYL LETTERING ON GLASS
NOTE: FABRICATOR TO PROVIDE MULTIPLE
SAMPLES OF VINYL OPTIONS (REFLECTIVE, FROSTED,
WHITE SOLID, ETC.) TO TEST OPTIMAL VISIBILITY
ON SITE.

B3

24”
2”

EXTERIOR DIRECTION SIGN — VINYL (QTY. 2)
SCALE: 6” = 1”

09/27/19
08/08/19

CONSTRUCTION DOCUMENTS
CONSTRUCTION DOCUMENTS

.75”

1/2” PAINTED ALUMINUM
PANEL, ARROWS
ARE1/4” RAISED,
ALUM. PAINTED TO
MATCH PMS 179,
TEXT IS DIGITALLY PRINTED
TO MATCH PMS 440

ACCESS BRIDGE TO:

CROSS SOUND FERRY
PARKING GARAGE

CONSTRUCTION
DOCUMENTS

P

BRIDGE WAYFINDING SIGNAGE

.75”

B2

EXTERIOR DIRECTION SIGN (QTY. 3)
SCALE: 6” = 1”

15”

13.5”

NATIONAL COAST GUARD
MUSEUM

1/4” ALUMINUM BACKER PANEL,
PAINTED TO MATCH PMS 179,
MOUNTED BEHIND SIGN PANEL

As Shown

09.27.19

SG1.00B

 B4
B4
B4

09/27/19
08/08/19

72”

CONSTRUCTION DOCUMENTS
CONSTRUCTION DOCUMENTS

NATIONAL COAST GUARD MUSEUM
CROSS SOUND FERRY

NATIONAL COAST GUARD MUSEUM

11”

CROSS SOUND FERRY

8’ 0” HEIGHT
CLEARANCE
(ADA
B4

B4

OVERHEAD DIRECTION SIGN (QTY. 3)
SCALE = 1/2” = 1’ - 0”

OVERHEAD DIRECTION SIGN (QTY. 3)
NOT TO SCALE

CONSTRUCTION
DOCUMENTS

(2) 1/4” PAINTED ALUMINUM PANELS MOUNTED
BACK TO BACK TO 1.5” PAINTED ALUMINUM FRAME;
GRAPHICS ARE CUT VINYL; SIGN IS MOUNTED TO
CIELING WITH ROUND ALUMINUM TUBE

BRIDGE WAYFINDING SIGNAGE

As Shown

09.27.19

SG1.01B

 Notes:
1.  All material deliveries will be “just-in-time”.
2.  Travel through Cross Sound Ferry parking will the limited and coordinated
as necessary.
3.  Life rings installed every 75’ along waters edge.
4.  Amtrak procedures to be followed when in proximity of the tracks.

Preliminary Logistics Plan - Bridge
National Coast Guard Museum - Exhibit J

800.400.2420 / a-zcorp.com

 Notes:
1.  All material deliveries will be “just-in-time”.
2.  Travel through Cross Sound Ferry parking will the limited and coordinated
as necessary.
3.  Life rings installed every 75’ along waters edge.
4.  Amtrak procedures to be followed when in proximity of the tracks.

Preliminary Logistics Plan - Museum
National Coast Guard Museum - Exhibit Y

800.400.2420 / a-zcorp.com