Bid No. 26-05 - Plans - Great River Park Project.pdf

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

Middlesex New London

New Haven

TollandHartford

Windham

Fairfield

Litchfield

---- B:\Working\RIVERFRONT RECAPTURE, INC\2002828 Great River Park Improvement\00_CAD\Design\Working\FINAL Landside\G-001 G-002 R1.dwg - 4/29/2025

STATE or COUNTY MAP

(NOT TO SCALE)

SITE LOCATION MAP

(NOT TO SCALE)

RIVERFRONT RECAPTURE, INC.

GREAT RIVER PARK IMPROVEMENTS

301 EAST RIVER DRIVE,

EAST HARTFORD, CT 06108

GEI PROJECT NO. 2002828

MAY 8, 2025

SITE

PREPARED FOR:

RIVERFRONT RECAPTURE, INC

50 COLUMBUS BLVD

HARTFORD, CT 06106

(860) 713-3131

Consultants

PREPARED BY:

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

SHEET NO.

G-001

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE

PROPERTY OF GEI CONSULTANTS AND IS NOT TO BE USED, IN WHOLE

OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN

AUTHORIZATION OF GEI CONSULTANTS.

SITE

LANDSCAPE ARCHITECT:

RICHTER & CEGAN INC

8B CANAL COURT P.O. BOX 567

AVON, CT 06001

(860)678-0669

ELECTRICAL ENGINEER:

RZ DESIGN ASSOCIATES

750 OLD MAIN STREET, SUITE 202

ROCKY HILL, CT 06067

(860)436-4336

WAYFINDING/SIGNAGE:

ADAMS/AHERN

120 VANDERBILT AVENUE

WEST HARTFORD, CT 06110

(860)523-8835

SURVEYOR:

BSC GROUP

655 WINDING BROOK DRIVE

GLASTONBURY, CT 06033

(860)652-8227

/2

9/

2:

:4

PM

B:

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Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL PLANS (COMMON TO ALL PHASES)

G-001 COVER SHEET

G-002 SHEET LIST

G-100 PROJECT AREA

G-101 EXISTING CONDITIONS 1 OF 4

G-102 EXISTING CONDITIONS 2 OF 4

G-103 EXISTING CONDITIONS 3 OF 4

G-104 EXISTING CONDITIONS 4 OF 4

G-105 CONSTRUCTION ACCESS AND STAGING PLAN

BASE BID - WATERFRONT AND LIGHTING

C-002 DEMOLITION OVERLOOKS

C-003 LIMIT OF WORK AND TURBIDITY CURTAINS

C-004 PROPOSED SITE PLAN

C-005 EXISTING FLOAT AND GANGWAY

C-006 PROPOSED PIER

C-007 PROPOSED FLOAT AND GANGWAY

C-008 CONCRETE DETAILS

C-009 FLOAT PLAN & DETAILS

C-100 LIGHTING OVERVIEW PLAN

E0 ELECTRICAL NOTES AND ABBREVIATIONS

E1 ELECTRICAL SITE LIGHTING PLAN

E2 ELECTRICAL SITE LIGHTING PLAN

E3 ELECTRICAL DETAILS

E4 ELECTRICAL DETAILS

L-141 LANDSCAPE PREPARATION PLAN (PIERS)

L-151 LANDSCAPE PLANTING PLAN (PIERS)

L-401 (NOTATED) ENLARGEMENT PLANS

G-106 (NOTATED) EROSION AND SEDIMENT CONTROLS

SHEET INDEX G-002

SHEET INDEX (CONTINUED)

SHEET NO. SHEET NAME

BID ALTERNATE 1 - BULKELEY BRIDGE OVERLOOK

L-111 LANDSCAPE PREPARATION PLAN (BULKELEY BRIDGE OVERLOOK)

L-121 LANDSCAPE LAYOUT AND MATERIALS PLAN (BULKELEY BRIDGE OVERLOOK)

L-131 LANDSCAPE GRADING AND PLANTING PLAN (BULKELEY BRIDGE OVERLOOK)

L-401 (NOTATED) ENLARGEMENT PLANS

G-106 (NOTATED) EROSION AND SEDIMENT CONTROLS

BID ALTERNATE 2 - CONCRETE REPAIRS

L-402 ENLARGEMENT PLAN - BULKELEY BRIDGE/PITKIN STRET ENTRY

C-200 FOUNDERS BRIDGE/PITKIN STREET ENTRY CONCRETE REPAIRS

C-201 FOUNDERS BRIDGE/PITKIN STREET ENTRY CONCRETE JOINT REPAIRS

C-202 CONCRETE REPAIR DETAILS

BID ALTERNATE 3 - SIGNAGE

SP-00 SIGNAGE/DISPLAY DISTRIBUTION PLAN

SP-01 SIGNAGE GRAPHIC DETAILS

SP-02 SIGNAGE GENERAL DETAILS

SP-03 SIGNAGE ENTRY POINT PANEL SIGNS

SP-04 SIGNAGE AMENITY SIGNS POST/PANEL SIGNS

SP-05 SIGNAGE LAMP POST DIRECTIONAL SIGNS

SP-06 SIGNAGE LOOKOUT DISPLAY RAILING MOUNT

SP-07-A SIGNAGE LOOKOUT DISPLAY FREESTANDING GENERAL DETAILS

SP-07-B SIGNAGE LOOKOUT DISPLAY FREESTANDING FRAME & PANEL CONFIGURATION

DETAILS (COMMON TO ALL PHASES)

L-501 LANDSCAPE DETAILS

L-502 LANDSCAPE DETAILS

C-300 MISCELLANEOUS DETAILS

C-301 EROSION AND SEDIMENT CONTROL DETAILS

WOOD

SHED

EAST

RIVER

DRIVE

"G R

EAT R

IVER

PAR

K"

AM

PH

ITH

EATER

D R

IV

E

IVER

RT. 84 E.B.

EXIT RAMP

RT. 84 E.B.EXIT RAMP

METAL

SHED

2 PITKIN

STREET

PUMP

STATION

1 STORY

BRICK BUILDING

HARTLAND

STREE

PITKIN

STR

EET

EXTEN

SIO

N

101 EAST R

IVER

D R

IVE

M U

LTI STO

R

Y O

FFIC

E BU

ILD

IN

G

99 EAST R

IVER

D R

IVE

M U

LTI STO

R

Y O

FFIC

E BU

ILD

IN

G

235 EAST RIVER DRIVE

MULTI STORY

CONDOMINIUM BUILDING

& PARKING GARAGE

M U

LTI STO

R

Y

PAR

KIN

G G

AR

AG

E

CONC. SLAB

(ABOVE)

CONC. SLAB / MULTI

LEVEL PARKING GARAGE

T. 2

RT. 2

(R T. 84 E.B.)

BU

LKELEY BR

ID

G

E

(FORMERLY ASH STREET)

(FORMERLY ASH STREET EXTENSION)

(FORMERLY SULLIVAN DRIVE)

(FORMERLY GILBERT STREET)

(SEE N

O

TE #20)

CONCRETE OFFICE

BUILDING

2 STO

R

Y

6 STO

R Y

6 STO

R

Y

2 STO

R Y

(R T. 84 E.B.)

BU

LKELEY BR

ID

G

E

(R T. 84 W

.B.)

BU

LKELEY BR

ID

G E

(FORMERLY SULLIVAN DRIVE)

(FO

R

M

ER

LY C

O

N N

EC

TIC

U

T BO

U

LEVAR

D

COASTAL JURISDICTION LINE

(ELEV. 3.8)

STATE WETLANDS

FEDERAL WETLANDS

COASTAL JURISDICTION LINE

(ELEV. 3.8)

STATE WETLANDS

FEDERAL WETLANDS

GREAT RIVER PARK

ENTRANCE

P

IT

K

IN

S T

R E

E T

EAST RIVER DRIVE

FOUNDERS

BRIDGE

BULKELEY

BRIDGE

CONNECTICUT RIVER

RIVERPOINT

FLOOD WALL

EA

ST R

IVER

D

R

IVE

EAST

RIV

ER D

RIV

E

BOAT

RAMP

FLOOD ZONE AE (F

LOODWAY)

FLOOD ZONE X - S

HADED

FLOOD ZONE AE (FLOODWAY)

FLOOD ZONE X - SHADED

200' UPLAND REVIEW WATERCOURSE BUFFER

100' UPLAND REVIEW INLAND WETLANDS BUFFER

200' UPLAND REVIEW

WATERCOURSE

BUFFER

FOUNDERS BRIDGE /

PITKIN STREET ENTRY

BULKELEY BRIDGE

OVERLOOK

OVERALL

PROJECT AREA

G-101

G-102

G-103

G-104

PROJECT AREA

(SIGNAGE ONLY)

PROJECT AREA

(SIGNAGE ONLY)

OVERALL

PROJECT AREA

SCALE, FEET

75 150 300

/3

0/

2:

:3 or ki ng \R

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Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

PROJECT AREA G-100

48"

TREE

24"

TREE

12"

TREE 42"

MAPLE

36"

MAPLE

30"

MAPLE

30" TWIN

MAPLE

18"

MAPLE

40"

TREE

30"

MAPLE

36"

MAPLE

24"

MAPLE

24"

MAPLE

40"

TREE

30"

MAPLE

16"

MAPLE

20"

MAPLE

16" TWIN

MAPLE

30"

MAPLE

20"

MAPLE

20"

MAPLE

24"

MAPLE

24"

MAPLE

30"

MAPLE

26"

MAPLE

24"

MAPLE

20"

MAPLE

48"

TREE

22"

TREE

10"

ASH

BOAT

LAUNCH

SIGN

PKG.

SIGN

PKG. SIGNS (2)

PKG.

SIGN

PEDESTRIAN

SIGN

BOAT

CAUTION

SIGN

BOAT

CAUTION

SIGN

BOAT

LAUNCH

SIGN

PARK

INFO

SIGN

DIRECTIONAL

SIGN

STOP SIGN

STOP

SIGN

CATCH BASIN

TF=37.19

CATCH BASIN

TF=12.46

INV=9.41(NE)

INV=9.25(SE)

INV

OUT=N/A(SW-HOODED)

WOOD

SHED

GRAN.

CURB

BIT. CURB

CURB

BIT.

BIT. CURB

BIT. CURB

CURB

CO

NC.

BIT. CURB

BIT. CURB

BIT. CURB

CONC. CURB

BIT.CURB.

BIT. CURB

CONC. CURB

BIT. CURB CONC. CURB

BIT. CURB

CONC. CURBBI

T.

C U

R B

CONC. CURB

15" RCP

INV=8.26

TIMBER WALL

(TYP.)

TIMBER

CURB

TIMBER

CURB

TIMBER WALL

(TYP.)TIMBER STEPS

w/HANDRAIL

TIMBER

STEPS

TIMBER STEPS

w/HANDRAIL

TIMBER

STEPS

WOOD POST

GUARDRAIL

WOOD POST

GUARDRAIL

DRAINAGE MH

TF=40.99

10'

APPROX. LOCATIONEASEMENT INFAVOR OF HELT CO.(SEE NOTE #21)

X-SHADED

FLOOD ZONE

18"

MAPLE 30"

MAPLE

INV OUT=17.60(N)INV OUT=

17.03(NW)

TF=36.34

INV OUT=

33.89(NE)

INV=17.13(NE)

INV=17.21(S)

TF=21.92

DRAINAGE MH

TF=22.14

CATCH BASIN

CATCH BASIN

FLOOD ZONE AE

(FLOODWAY)

PARK

INFO

10' BUCKEYE OIL EASEMENT

(PER MAP REF. #1)

TWO 36"

COTTONWOOD

28"

MAPLE

20"

MAPLE

TWO 20"

COTTONWOOD

TWIN 18"

MAPLE 28"

MAPLE

16"

MAPLE

40"

MAPLE

22"

COTTONWOOD

28"

COTTONWOOD

TWO 24"

COTTONWOOD

TWIN 24"

COTTONWOOD

MAPLE

CLUSTER

4"

MAPLE

4"

MAPLE

4"

MAPLE

STOP

SIGN

STOP

SIGN

BENCHES

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

M

AT

C H

L

IN

E

SH

EE

TS

G -1

/G

-1

SURVEY SUBCONSULTANT

1. ALL EXISTING CONDITIONS SURVEY INFORMATION ON SHEETS G-10 THROUGH G-104

PROVIDED BY BSC GROUP, 655 WINDING BROOK DRIVE, GLASTONBURY, CT.

MAP REFERENCE

1. " RIGHT OF WAY SURVEY OF THE EAST HARTFORD DIKE FOR THE EAST HARTFORD FLOOD

CONTROL SYSTEM FEMA ACCREDITATION PROJECT SITUATED IN THE TOWN OF EAST

HARTFORD, COUNTY OF HARTFORD, STATE OF CONNECTICUT JANUARY 24, 2014"

SCALE: 1" = 30 '. PREPARED BY BSC GROUP.

SURVEY NOTES

1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF

CONNECTICUT STATE AGENCIES SECTIONS 20 - 300B - 1 THROUGH 20 - 3006 - 20 AND THE

STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ADOPTED BY THE

CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.

TOPOGRAPHIC ACCURACY CONFORMS WITH T- 2 STANDARDS AND IS BASED ON AN ACTUAL

FIELD SURVEY.

THIS IS A NOT A PROPERTY BOUNDARY SURVEY.

2. THE INTENT OF THIS SURVEY AND PLAN: DOCUMENT EXISTING CONDITIONS

3. ADDITIONAL FIELD SURVEY WAS PERFORMED ON THE GROUND BY BSC GROUP IN JUNE 2020.

ADDITIONAL FIELD SURVEY PERFORMED IN THE FOLLOWING LOCATIONS:

A. G-101 PROJECT AREA

B. G-104 MAIN PROJECT AREA FROM LEVEE STATION 131+60 TO 137+92.

4. HORIZONTAL AND VERTICAL DATUM ARE BASED ON MAP REFERENCE #1. HORIZONTAL

DATUM IS APPROXIMATE NORTH AMERICAN DATUM OF 1983 (NAD8 3). VERTICAL DATUM IS

APPROXIMATE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

5. EXISTING UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. NO GUARANTEE IS

IMPLIED OR INTENDED AS TO THE ACCURACY, LOCATION OR THAT ALL UTILITIES AND/OR

SUBSURFACE STRUCTURES ARE SHOWN. CONSULT WITH THE APPROPRIATE UTILITY

COMPANY OR AGENCY PRIOR TO DESIGNING IMPROVEMENTS, COMMENCING DEMOLITION

OR CONSTRUCTION. "CALL BEFORE YOU DIG" 1-800-9 22-4 455 .

6. INLAND WETLANDS WERE FIELD DELINEATED BY REMA ECOLOGICAL SERVICES, LLC FOR BSC

GROUP ON JUNE 22, 2020 .

THE SURVEYED PROPERTY IS PARTIALLY LOCATED WITHIN FLOOD ZONE X (SHADED) AND FLOOD ZONE AE AS SCALED FROM AND DEFINED BY THE FLOOD INSURANCE RATE MAP (FIRM) ENTITLED

"HARTFORD COUNTY. CONNECTICUT (ALL JURISDICTIONS) PANEL 368 OF 675," MAP NUMBER

09003C0368G MAP REVISED SEPTEMBER 16, 2011

FLOOD ZONE AE: SPECIAL FLOOD HAZARD ARE AS (SFHAs) SUBJECT TO INUNDATION BY THE 1%

ANNUAL CHANCE FLOOD. BASE FLOOD ELEVATIONS DETERMINED. THE BASE FLOOD ELEVATION

IS THE WATER-SURFACE ELEVATION OF THE 1% ANNUAL CHANCE FLOOD.

FLOOD ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD

WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE

MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.

SHADED AREA DEPICTS AREA PROTECTED FROM THE 1-PERCENT- ANNUAL-CHANCE OR GREATER

FLOOD HAZARD BY A LEVEE SYSTEM.

1% ANNUAL CHANCE FLOOD ELEVATION = 28.7' ±

2% ANNUAL CHANCE FLOOD ELEVATION = 32. 6 '+

EXISTING CONDITIONS NOTES:

SCALE, FEET

30 60

/2

8/

1:

:1

AM

or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

R E, IN

C

\2

G re at R iv er

P ar k Im pr ov em en t\0 0_

C

AD

\D es ig n\

W or ki ng

\F

IN

AL

L an ds id e\

G -1

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

EXISTING CONDITIONS

1 OF 4 G-101

48"

24"

M

AT

C H

L

IN

E

SH

EE

TS

G -1

/G

-1

M

AT

C H

L

IN

E

SH

EE

TS

G -1

/G

-1

SCALE, FEET

30 60

/2

8/

1:

:1 or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

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C

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P ar k Im pr ov em en t\0 0_

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\D es ig n\

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G -1

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

2 OF 4 G-102

METAL

SHED

2 PITKIN

STREET

PUMP

STATION

PI

TK

IN

S

TR

EE

T

EX

TE

N

SI

O

N

235 EAST RIVER DRIVE

MULTI STORY

CONDOMINIUM BUILDING

& PARKING GARAGE

CONC. SLAB

(ABOVE)

CONC. SLAB / MULTI

LEVEL PARKING GARAGE

R T.

(FORMERLY ASH STREET) (FORMERLY ASH STREET EXTENSION) (FORMERLY SULLIVAN DRIVE)

(FORMERLY GILBERT STREET)

(S

EE

N O

TE

M

AT

CH

L

IN

E

SH

EE

TS

G

-1

/G -1

M

AT

C H

L

IN

E

SH

EE

TS

G -1

/G

-1

SCALE, FEET

30 60

/2

8/

1:

:1 or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

R E, IN

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P ar k Im pr ov em en t\0 0_

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\D es ig n\

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\F

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AL

L an ds id e\

G -1

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

3 OF 4 G-103

24"

ASH

20"

MAPLE

16"

MAPLE

14"

MAPLE 20"

MAPLE

16"

MAPLE

16"

MAPLE

16"

ASH

STATUE

BIT. CURB

CONC. STEPS

24" A

SH

28" A

SH

30" M

APLE

10' BUCKEYE OIL EASEMENT

(PER MAP REF. #1)

10'

12"

MAPLE

20" A

SH

16"

MAPLE

46"

COTTONWOOD

36" D

OUBLE

COTTONWOOD

36"

COTTONWOOD

16"

MAPLE

36"

COTTONWOOD

EA

ST

R

IV

ER

D

R

IV

M U

LT

I S

TO

R

Y O

FF

IC

E

BU

IL

D

E

AS

T

R

IV

ER

D

R

IV

E M

U

LT

I S

TO

R Y

O

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IC

E

BU

IL

D

IN

G

M U

LT

I S

TO

R

Y

PA

R

KI

N G

G

AR

AG

E

M

AT

C H

L

IN

E

SH

EE

TS

G -1

/G

-1

SCALE, FEET

30 60

/2

8/

1:

:1 or ki ng \R

IV

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FR

O

N T

R

EC

AP

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\D es ig n\

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G -1

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

4 OF 4 G-104

WOOD

SHED

EAST

RIVER

RIVER

DRIVE

RIVER

DRIVE

"G

REAT RIVER PARK"

PHITHEATER

HARTLAND

FLOOD ZONE AE (FLOODWAY)FLOOD ZONE X - SHADED

EXISTING PARK GATE - BEGIN

PEDESTRIAN ONLY SHARED-USE PATH

EXISTING PARK GATE -

LIMITED VEHICLE ACCESS

EAST RIVER DRIVE

GREAT RIVER PARK ENTRANCE

RIVERSIDE PARK

PARKING LOT

CONNECTICUT RIVER

ENTRY (ONE - WAY)

EXIT (ONE - WAY)

BOAT

RAMP

M

AT

C H

L

IN

E

SH

EE

T G

-1

PROVIDE MINIMUM 8'

WIDE PATHWAY ON

PAVEMENT FOR

PEDESTRIANS TO PASS

STAGING AREA

RT. 84 E.B.

EXIT RAMP

RT. 84 E.B.

EXIT RAMP

METAL

SHED

2 PITKIN

STREET

PUMP

STATION

N

101 EAST R

IVER

D R

IVE

M U

LTI STO

R

Y O

FFIC

E BU

ILD

IN

G

99 EAST R

IVER

D R

IVE

M U

LTI STO

R

Y O

FFIC

E BU

ILD

IN

G

235 EAST RIVER DRIVE

MULTI STORY

CONDOMINIUM BUILDING

& PARKING GARAGE

M U

LTI STO

R

Y

PAR

KIN

G G

AR

AG

E

CONC. SLAB

(ABOVE)

CONC. SLAB / MULTI

LEVEL PARKING GARAGE

R T. 2

RT. 2

(R T. 84 E.B.)

BU

LKELEY BR

ID

G

E

(FORMERLY ASH STREET)

(FORMERLY ASH STREET EXTENSION)

(FORMERLY SULLIVAN DRIVE)

(FORMERLY GILBERT STREET)

(SEE N

O

TE #20)

CONCRETE OFFICE

BUILDING

2 STO

R

Y

6 STO

R Y

6 STO

R

Y

2 STO

R Y

(R T. 84 E.B.)

BU

LKELEY BR

ID

G

E

(R T. 84 W

.B.)

BU

LKELEY BR

ID

G E

(FORMERLY SULLIVAN DRIVE)

(FO

R

M

ER

LY C

O

N N

EC

TIC

U

T BO

U

LEVAR

D

FEDERAL WETLANDS

STATE WETLANDS

BULKELEY BRIDGE

OVERLOOK

BULKELEY

BRIDGE

200' UPLAND REVIEW

WATERCOURSE BUFFER

FLOOD ZONE AE (FLOODWAY)

FLOOD ZONE X - SHADED

FOUNDERS

BRIDGE

FOUNDERS BRIDGE /

PITKIN STREET ENTRY

RIVERPOINT

FLOOD WALL

EAST RIVER DRIVE

EAST RIVER DRIVE

P

IT

K

IN

S T

R E

E T

STAGE AND STORE

EQUIPMENT AND

MATERIALS UNDER THE

FOUNDERS BRIDGE

CONSTRUCTION

ACCESS ON PARK

SHARED USE PATH.

DO NOT BLOCK

PUBLIC ACCESS (TYP.)

CONNECTICUT RIVER

COASTAL

JURISDICTION LINE

(ELEV. 3.8)

M

AT

CH

L

IN

E

SH

EE

T G-

CONSTRUCTION ACCESS AND STAGING LEGEND

CONSTRUCTION ACCESS ROUTE

STAGING AREA

SCALE, FEET

100 200

2/

/2

:3

1:

A or ki ng

\R

IV

ER

FR

O N

T R

EC

AP

TU

R

E, IN

C \2

G re at

R iv er P ar k

Im pr ov em en t\0

0_ C

AD

\D es ig n\ W or ki ng \F

IN

AL

L an ds id e\ G

-1

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St ag in g.

dw g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

CONSTRUCTION

ACCESS AND

STAGING PLAN

G-105

TIMBER WALL (TYP.)

CONCRETE SLAB

EL. 8.4±

TIMBER DECK

EL. 6.8±

TIMBER CURB

CONCRETE SLAB

EL. 6.8±REMOVE & DISPOSE

TIMBER STAIRS

CONCRETE RAMP

TIMBER PILES TO BE

CUT AT MUDLINE

CONCRETE RAMPS

TO BE REMOVED

CT WETLAND BOUNDARY

TIMBER STAIRS

TO BE REMOVED

TIMBER WALL

TO BE REMOVED

EXISTING DECK EL.+6.8±

STEEL BULKHEAD TO REMAIN

CONCRETE WALKWAY

TO BE REMOVED

EXISTING TIMBER PILE EXISTING MUDLINE

CONCRETE SLAB TO BE

REMOVED AND DISPOSED

TIMBER DECKING/ STRINGERS & PILECAPS

TO BE REMOVED & DISPOSED

CUT ALL TIMBER

PILES TO MUDLINE

TIMBER/ ROPE RAILINGS

TO BE REMOVED

NAVD88 EL. 0.0

MHW EL. 2.19

MLW EL. 0.25

HTL EL. 6.0

CJL EL. 3.8

/3

0/

:2 1:

P or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

R E, IN

C

\2

G re at R iv er

P ar k Im pr ov em en t\0 0_

C

AD

\D es ig n\

W or ki ng

\Is su ed fo r B id

\w at er fro nt \C

-0

E

XI

ST

IN

G T

IM

BE

R P

IE

R

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-002DEMOLITION

OVERLOOKS

B C-002

A

C-002 SCALE: 1" = 10'-0"

DEMOLITION OVERLOOK - PLAN

B

C-002 SCALE: 1" = 10'-0"

DEMOLITION OVERLOOK - SECTION

REMOVE & DISPOSE TIMBER

WALLS

TIMBER PIER & RAILING TO

BE REMOVED & DISPOSED

(2 LOCATIONS)

REMOVE & DISPOSE ALL

CONCRETE SLABS AND RAMPS

NOTE: BOTH TIMBER PIERS AND THEIR ASSOCIATED

ELEMENTS ARE TO BE REMOVED IN THEIR ENTIRETY

BASE BID

12"

TREE 42"

MAPLE

36"

MAPLE

30"

MAPLE

30" TWIN

MAPLE

18"

MAPLE

40"

TREE

30"

MAPLE

36"

MAPLE

24"

MAPLE

24"

MAPLE

40"

TREE

30"

MAPLE

16"

MAPLE

20"

MAPLE

16" TWIN

MAPLE

30"

MAPLE

20"

MAPLE

20"

MAPLE

24"

MAPLE

24"

MAPLE

30"

MAPLE

26"

MAPLE

24"

MAPLE

20"

MAPLE

48"

TREE

22"

TREE

10"

ASH

16"

ASH

BOAT

LAUNCH

SIGN

PKG.

SIGN

PKG.

SIGN

PKG. SIGNS (2)

SIGN

PKG.

SIGN

PKG. SIGN

PEDESTRIAN

SIGN

BOAT

CAUTION

SIGN

BOAT

CAUTION

SIGN

BOAT

LAUNCH

SIGN

PARK

INFO

SIGN

DIRECTIONAL

SIGN

STOP SIGN

STOP

SIGN

PKG. SIGN

WOOD

SHED

GRAN.

CURB

BIT. CURB

CURB

BIT.

BIT. CURB

BIT. CURB

CURB

CO

NC.

BIT. CURB

BIT. CURB

BIT. CURB

CONC. CURB

BIT.CURB.

BIT. CURB

CONC. CURB

BIT. CURB CONC. CURB

BIT. CURB

CONC. CURBBI

T.

C U

R

TIMBER WALL

(TYP.)

TIMBER

CURB

TIMBER

CURB

TIMBER WALL

(TYP.)TIMBER STEPS

w/HANDRAIL

TIMBER

STEPS

TIMBER STEPS

w/HANDRAIL

TIMBER

STEPS

WOOD POST

GUARDRAIL

WOOD POST

GUARDRAIL

GUARDRAIL

10'

10' BUCKEYE OIL EASEMENT

APPROX. LOCATIONEASEMENT INFAVOR OF HELT CO.(SEE NOTE #21)

X-SHADED

FLOOD ZONE

18"

MAPLE 30"

MAPLE

BIT. CURB

FLOOD ZONE AE

(FLOODWAY)

PARK

INFO

SIGN

10' BUCKEYE OIL EASEMENT

(PER MAP REF. #1)

TWO 36"

COTTONWOOD

28"

MAPLE

20"

MAPLE

TWO 20"

COTTONWOOD

TWIN 18"

MAPLE 28"

MAPLE

16"

MAPLE

40"

MAPLE

22"

COTTONWOOD

28"

COTTONWOOD

TWO 24"

COTTONWOOD

MAPLE

CLUSTER

4"

MAPLE

36"

COTTONWOOD

4"

MAPLE

4"

MAPLE

STOP

SIGN

STOP

SIGN

BENCHES

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CT TIDAL WETLANDS

CONTRACTOR

STAGING AREA

LO

W

LO

W

LOW LOW LOW

LO

W

LOW

LO

W

LOWLOW

LO

W

LO

W

LOW LOW LOW

LO

W

LO

W

LO

W

LOWLOWLOW

X X

X X

X X X X X X X

X X

X X

X X

X X

X X X X X

X X

X X

EXISTING PIER

& LANDING

EXISTING OUTFALL

TO BE REPAIRED

LO

W

LOW LOW LOW

LO

W

LOWLOWLOW

X X

X X X X X X X

X X

EXISTING PIER

& LANDING

TURBIDITY CURTAIN

TURBIDITY CURTAIN

X

X

X

TURBIDITY CURTAIN

B1 (2020)

SUBMERGED AQUATIC VEGETATION (SAV) -

VALLISNERIA AMERICANA BELOW EL. -0.25

/1

6/

:2 6:

or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

R E, IN

C

\2

G re at R iv er

P ar k Im pr ov em en t\0 0_

C

AD

\D es ig n\

W or ki ng

\Is su ed fo r B id

\w at er fro nt \C

-0

L

IM

IT

O

F W

O R

K.

dw g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-003LIMIT OF WORK AND

TURBIDITY CURTAINS

A

1 SCALE: 1" = 30'-0"

LIMIT OF WORK - PLAN

LEGEND:

SUBMERGED AQUATIC VEGETATION (SAV):

VALLISNERIA AMERICANA

12"

TREE 42"

MAPLE

36"

MAPLE

30"

MAPLE

30" TWIN

MAPLE

18"

MAPLE

40"

TREE

30"

MAPLE

36"

MAPLE

24"

MAPLE

24"

MAPLE

40"

TREE

30"

MAPLE

16"

MAPLE

20"

MAPLE

16" TWIN

MAPLE

30"

MAPLE

20"

MAPLE

20"

MAPLE

24"

MAPLE

24"

MAPLE

30"

MAPLE

26"

MAPLE

24"

MAPLE

20"

MAPLE

48"

TREE

22"

TREE

10"

ASH

LAUNCH

SIGN

PKG.

SIGN

PKG. SIGNS (2)

PEDESTRIAN

SIGN

BOAT

CAUTION

SIGN

BOAT

CAUTION

SIGN

BOAT

LAUNCH

SIGN

PARK

INFO

SIGN

DIRECTIONAL

SIGN

STOP SIGN

STOP

SIGN

PKG. SIGN

CATCH BASIN

TF=37.19

CATCH BASIN

TF=12.46

INV=9.41(NE)

INV=9.25(SE)

INV

OUT=N/A(SW-HOODED)

WOOD

SHED

BIT. CURB

CURB

BIT.

BIT. CURB

CURB

CO

NC.

BIT. CURB

BIT. CURB

BIT. CURB

CONC. CURB

BIT.CURB.

BIT. CURB

CONC. CURB

BIT. CURB CONC. CURB

BIT. CURB

CONC. CURBBI

T.

C U

R

15" RCP

INV=8.26

TIMBER WALL

(TYP.)

TIMBER

CURB

TIMBER

CURB

TIMBER WALL

(TYP.)

WOOD POST

GUARDRAIL

WOOD POST

GUARDRAIL

DRAINAGE MH

TF=40.99

10'

APPROX. LOCATIONEASEMENT INFAVOR OF HELT CO.(SEE NOTE #21)

X-SHADED

FLOOD ZONE

18"

MAPLE 30"

MAPLE

INV OUT=17.60(N)INV OUT=

17.03(NW)

TF=36.34

INV OUT=

33.89(NE)

INV=17.13(NE)

INV=17.21(S)

TF=21.92

DRAINAGE MH

TF=22.14

CATCH BASIN

CATCH BASIN

FLOOD ZONE AE

(FLOODWAY)

PARK

INFO

SIGN

10' BUCKEYE OIL EASEMENT

(PER MAP REF. #1)

TWO 36"

COTTONWOOD

28"

MAPLE

20"

MAPLE

TWO 20"

COTTONWOOD

TWIN 18"

MAPLE 28"

MAPLE

16"

MAPLE

40"

MAPLE

22"

COTTONWOOD

28"

COTTONWOOD

TWO 24"

COTTONWOOD

TWIN 24"

COTTONWOOD

MAPLE

CLUSTER

4"

MAPLE

4"

MAPLE

4"

MAPLE

STOP

SIGN

STOP

SIGN

BENCHES

PROPOSED PIER AND LANDING

SEE SHEET C-006

PROPOSED FLOAT SYSTEM

SEE SHEET C-007

PROPOSED OUTFALL

ASPHALT

WALKWAY

6 5 x13 x12.5 x1211.5x

12.5x

151414 13

5 6

121314

RE-ESTABLISH WIDER

DRAINAGE SWALE

SHEET PILING TO REMAINEXISTING TREE TO

REMAIN (TYP.)

24"Ø CONCRETE FILLED

ANCHOR PILE

DEBRIS BOOM

SHEET PILING TO REMAIN

SHEET PILING TO REMAIN

/2

9/

:3 7:

or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

R E, IN

C

\2

G re at R iv er

P ar k Im pr ov em en t\0 0_

C

AD

\D es ig n\

W or ki ng

\Is su ed fo r B id

\w at er fro nt \C

-0

P R

O

PO

SE

D

S

IT

E

PL

AN

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-004PROPOSED SITE PLAN

A

2 SCALE: 1" = 30'-0"

PROPOSED CONDITIONS

DEBRIS BOOM ANCHOR

SEE DETAIL

B C-004

B

2 SCALE: 1/2" = 1'-0"

ANCHOR PLAN C

2 SCALE: 1/2" = 1'-0"

ANCHOR DETAIL

TIMBER FLOATS

ALUMINUM GANGWAY

STEEL PILE

STEEL PILE

CONCRETE WALKWAY

ASPHALT WALKWAY

CONCRETE STAIRS

30'x6' TIMBER FLOAT

30'x8' TIMBER FLOAT

8'x8' TIMBER FLOAT

20'x8' TIMBER FLOAT

12'x8' TIMBER FLOAT

EXISTING FLOAT LAYOUT

FREEBOARD +1.75

EXISTING ABUTMENT El.+7.3

CONCRETE STAIRS AND WALKWAYS

REMOVED AND DISPOSED ASNECESSARY

26' LONG GANGWAY

EXISTING MUDLINEEXISTING STONE SLABS

(AVG. SIZE 2'x5'x1'DEPTH)

NAVD88 EL. 0.0

MHW EL. 2.19

MLW EL. 0.25

CJL EL. 3.8

HTL EL.6.0

EXISTING TIMBER PILE SUPPORTS FOR ADA

TO BE REMOVED, DISPOSED AND REPLACED.

EXISTING MOORING PILES

TOP OF PILE El +17.0

/1

6/

:2 8:

or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

R E, IN

C

\2

G re at R iv er

P ar k Im pr ov em en t\0 0_

C

AD

\D es ig n\

W or ki ng

\Is su ed fo r B id

\w at er fro nt \C

-0

E

XI

ST

IN

G G

AN

G

W

AY

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-005EXISTING FLOAT &

GANGWAY

CONNECTICUT RIVER

B C-005

A

C-005 SCALE: 1" = 10'-0"

EXISTING FLOAT & GANGWAY - PLAN

B

C-005 SCALE: 1" = 5'-0"

EXISTING FLOAT & GANGWAY - SECTION

BOAT RAMP

NOTES:

ALL FLOATS SHALL BE REMOVED AND RECONFIGURED AS

SHOWN ON SHEET C-007 BASE BID

85'

10'

CONCRETE PIER DECK

EL.+15.0

20'

16"Ø STEEL PILES (TYP.)

15°

DEBRIS BOOM

INSTALL ANCHOR FOR DEBRIS BOOM

24"Ø w/1/2" WALL DEBRIS BOOM ANCHOR PILE

PROVIDE 6" CLEAR GAP FROM PIER

LOW RAIL - ADA FISHING

10 LOCATIONS

9'14.8'15'15'15'15'

16"Ø STEEL PILE (TYP.)

Approx. TIP EL. -60

CONCRETE ABUTMENT

EXISTING DECK EL.+6.8±

EXISTING GRADE

ASPHALT WALKWAY

CONCRETE PILE CAPS

EXISTING DECKING AND PILE CAPS TO

BE REMOVED. EXISTING TIMBER PILES

TO BE CUT FLUSH TO MUDLINE.

PROPOSED GRADE

CONCRETE SLAB

TO BE REMOVED

NAVD88 EL. 0.0

MHW EL. 2.19

MLW EL. 0.25

HTL EL. 6.0

CJL EL. 3.8

3 4 5

CONCRETE DECK EL. +15.0

EXISTING

GRADE VARIES

CONCRETE

DECK EL.+15.0

PILE CAP

RAILING

16"Ø PILE

10'-0"

NAVD88 EL. 0.0

MHW EL. 2.19

MLW EL. 0.25

HTL EL. 6.0

CJL EL. 3.8

A B

VARIES

5'-0" MAX

2 1/2 SCH 80 STEEL PIPE

6"

3'-6"

NOTES:

1. ALL STEEL FOR RAILINGS SHALL BE

HOT DIPPED GALVANIZED

2'-10"

4" O.C.

1/2" SOLID ROD PICKETS

LOW RAIL - ADA FISHING

4" GAP

1" RADIUS

1/8" GAP

2 1/2 SCH 80

3/16"

TYP.

3/16"

TYP.

90 DEG BEND (TYP)

(PLAN VIEW)

3/16"

TYP.

3/16"

TYP.

/3

0/

:0 3:

or ki ng \R

IV

ER

FR

O

N T

R

EC

AP

TU

R E, IN

C

\2

G re at R iv er

P ar k Im pr ov em en t\0 0_

C

AD

\D es ig n\

W or ki ng

\Is su ed fo r B id

\w at er fro nt \C

-0

P R

O

PO

SE

D

C O

N C

R

ET

E

PI

ER

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-006PROPOSED PIER

B

A

4 SCALE: 1" = 10'-0"

PROPOSED PIER - PLAN

B

4 SCALE: 1/4" = 1'-0"

PROPOSED PIER - ELEVATION

C

4 SCALE: 1/4" = 1'-0"

PROPOSED PIER - SECTION

C

6"

2 1/2 Sch 80 PIPE

6"x6"x1/2" BASE PLATE

6"

3'-6"6"

4 - 1/2" ANCHOR BOLTS

D

4 SCALE: 1/2" = 1'-0"

RAILING ELEVATION

E

4 SCALE: 1" = 1'-0"

RAILING DETAIL

F

4 SCALE: 1-1/2" = 1'-0"

RAIL DETAILS

D

DEBRIS BOOM

DEBRIS BOOM NOTES:

1. DEBRIS BOOM SHALL BE TUFFBOOM SERIES BY WORTHINGTON

PRODUCTS, INC., OR APPROVED EQUIVALENT.

2. DEBRIS BOOM SHALL NOT HAVE DEBRIS SCREENS OR FINE DEBRIS

PANELS.

CATCH BASIN

TF=12.46

INV=9.41(NE)

INV=9.25(SE)

INV

OUT=N/A(SW-HOODED)

15" RCP

INV=8.26

MAPLE

CLUSTER

4"

MAPLE

4"

MAPLE

CT TIDAL WETLANDS

CONCRETE

ABUTMENT

EXISTING 26' GANGWAY

RELOCATED EXISTING 12'X8' FLOAT

PROPOSED 25'-6"x8' FLOAT

PROPOSED MOORING PILE

PROPOSED 5'x8' FLOAT

EXISTING 20'x8' FLOAT

TO REMAIN

EXISTING 8'x8' FLOAT

TO REMAIN

EXISTING 30'x8' FLOAT

TO REMAIN

EXISTING 30'x6' FLOAT

TO REMAIN

x+12 x+13 x+12.5

SLOPE5%

x+12.5 x+12.5 x+12.5 x+12.5

PROPOSED 30'x6' FLOAT

PROPOSED

MOORING PILE

11.5'

3.1'

EL.+12.0

PROPOSED

25'-6" x 8' FLOAT

EXISTING 26'

GANGWAY

EXISTING FLOAT LAYOUT

RELOCATE EXISTING FLOAT

EXISTING ABUTMENT El.+7.3 TO BE REMOVED

BOTTOM STEP EL.+7.56

TOP STEP El.+12.0

TOP STEP EL.+9.64

BOTTOM STEP

EL.+9.92

PROPOSED 16"

CONCRETE FILLED

MOORING PILE - (TYP.)

NAVD88 EL. 0.0

MHW EL. 2.19

MLW EL. 0.25

HTL EL. 6.0

CJL EL. 3.8

EXISTING 16"

MOORING PILE TO

REMAIN - (TYP.)

EXISTING STONE SLABS

TO BE REMOVED TO

INSTALL TIMBER PILES

PROPOSED TIMBER ADA

SUPPORTS = MIN 20'-0" TYP

TOP OF PILE El +17.0

EXISTING MUDLINE

1 2 3 4 5 6 7 8 9 10

TIP EL. -50.0

STAIRS TO BE

REMOVED

STONE SPLASH PAD 5'x6'

5'

REMOVE PIPE TO INV EL.+8.5

REPLACE 8'-0" OF 15"Ø RCP

NAVD88 EL. 0.0

MHW EL. 2.19

MLW EL. 0.25

HTL EL. 6.0

CJL EL. 3.8

EXISTING GRADE

MATCH EXISTING GRADE TOP OF HEADWALL AT EL. 12.3

15"

1'-3"

6'-0"

15" RCP OUTFALL PIPE

#6 BARS AT 9" OC EW/EF

6'-0"

3" COVER (TYP.)

12" OF 3/4" CRUSHED STONE

w/GEOTEXTILE FABRIC

8'-0"

10"Ø TIMBER PILE

STAGGERED 3 4" THROUGH

BOLTS

2-2x6 TIMBERS

SEE ELEVATION G

FOR TOP ELEVATION

4"Ø BOLT w/NUT & WASHERS

2X6 TIMBER

10"

PROPOSED 16"

CONCRETE FILLED

MOORING PILE - (TYP.)

NAVD88 EL. 0.0

MHW EL. 2.19

MLW EL. 0.25

HTL EL. 6.0

CJL EL. 3.8

PROPOSED TIMBER ADA

SUPPORTS = MIN 20'-0" TYP

TOP OF PILE El +17.0

EXISTING MUDLINE

1 2 3 4 5 6 7 8 9 10

EL. 7.57

EL. 7.0

EL. 5.63

EL. 5.44

EL. 4.95

12 1

EL. 3.97

EL. 3.76

7.3' 9' 16.5' 3.8'

3' 6.8' 11.7'

4.6' 5'

TIP EL. -50.0

/2

9/

:2 5:

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IV

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\D es ig n\

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Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-007PROPOSED FLOAT &

GANGWAY

A

5 SCALE: 1" = 10'-0"

PROPOSED FLOAT & GANGWAY - PLAN

F

5 SCALE: 1" = 8'-0"

PROPOSED FLOAT & GANGWAY - ELEVATION

F,G

B,C

OUTFALL REPAIR

SEE DETAIL

B

5 SCALE: 1" = 8'-0"

PROPOSED OUTFALL REPAIR

C

5 SCALE: 1/2" = 1'-0"

PROPOSED OUTFALL REPAIR REINFORCING

D

5 SCALE: 1/2"=1'-0"

PROPOSED TIMBER ADA SUPPORT - SECTION E

5 SCALE: 1"=1'-0"

PROPOSED TIMBER PILE CAP CONNECTION

G

5 SCALE: 1" = 8'-0"

PROPOSED TIMBER ADA SUPPORTS - ELEVATION

E

G,H C-008

ABUTTMENT

SEE DETAIL

10'-41 2"

2' -0

16"Ø w/1/2" WALL CONCRETE

FILLED STEEL PILE

#8 BARS

#4 STIRRUPS @ 10" OC

3" CLR (TYP)

6"

EMBEDMENT

(TYP)

ALTERNATING

STIRRUPS EXTEND

INTO DECK SLAB

4'

6' -9

12" 18"

6'-6"

9" PIER DECK

EL.+15.0

#4 BARS @ 12" OC

#6 BARS @ 12" OC

3' -1

0"

3" COVER

(TYP)

12"

4'

2' 12" 12"

#6 BARS @ 12"

OC (TYP)

#6 BARS @ 12" OC

#6 BARS @ 12"

OC (TYP)

4 - #6 BARS T&B

2'-6"

2' -0

3" CLR (TYP)

2" CHAMFER (TYP)

5 - #8 BARS

#4 STIRRUPS @ 10" OC

#4 SHRINKAGE/TEMP BARS @ 12"

OC IN THE DECK SLAB

6" PILE EMBEDMENT

5 - #8 BARS EVENLY

SPACED TOP AND

BOTTOM

16"Ø w/1/2" WALL

CONCRETE FILLED

STEEL PILE

4-# 6 L-BARS

12"x36"

10'-41 2"

7'-11"

15° 2'

-6

16" Ø STEEL PILE

CONCRETE PILE CAP

3" CHAMFER

22'-4"

10'-2"

2' -6

16" Ø STEEL PILE

CONCRETE PILE CAP

10'-2" 1'-2"15°

3" CHAMFER

19'-11"

8'-111 2"

16" Ø STEEL PILE

CONCRETE PILE CAP

8'-111 2"

2' -6

15°

3" CHAMFER

22'-4"

2' -0

16"Ø w/1/2" WALL CONCRETE

FILLED STEEL PILE #8 BARS

#4 STIRRUPS @ 10" OC

3" CLR (TYP)

6"

EMBEDMENT

(TYP)

ALTERNATING STIRRUPS

EXTEND INTO DECK SLAB

19'-11"

2' -0

16"Ø w/1/2" WALL CONCRETE

FILLED STEEL PILE

#8 BARS

#4 STIRRUPS @ 10" OC

3" CLR (TYP)

6"

EMBEDMENT

(TYP)

ALTERNATING STIRRUPS

EXTEND INTO DECK SLAB

9"

#4 BARS FOR

SHRINKAGE/TEMP @

12" OC

#6 BARS @ 12" OC

ROUGH BROOM FINISH

w/TROWEL EDGES

/8

/2

4:

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.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-008CONCRETE DETAILS

G

6 SCALE: 3/4"=1'-0"

PILE CAP REINFORCING - TYP SECTION

D

6 SCALE: 1/2" = 1'-0"

PILE CAP REINFORCING - SECTION

J

6 SCALE: 1/2" = 1'-0"

PIER ABUTMENT - SECTION

K

6 SCALE: 1/2" = 1'-0"

PIER ABUTMENT REINFORCING - SECTION

L

6 SCALE: 1/2" = 1'-0"

GANGWAY ABUTMENT - SECTION M

6 SCALE: 1/2" = 1'-0"

GANGWAY ABUTMENT REINFORCING - SECTION

H

G

I DECK REINFORCING

SEE DETAIL

H

6 SCALE: 3/4"=1'-0"

PILE CAP REINFORCING OVER PILE - SECTION

A

6 SCALE: 1/2" = 1'-0"

BENTS 1 -4 PILE CAP - PLAN

D

B

6 SCALE: 1/2" = 1'-0"

BENT 5 PILE CAP - PLAN

E

C

6 SCALE: 1/2" = 1'-0"

BENT 6 PILE CAP - PLAN

E

6 SCALE: 1/2" = 1'-0"

BENT 5 PILE CAP - PLAN F

6 SCALE: 1/2" = 1'-0"

BENT 6 PILE CAP - PLAN

F

H

G 6H

G

I

6 SCALE: 1/2" = 1'-0"

DECK REINFORCING - SECTION

25'-6"

8' -0

5'-0" 5'-0" 5'-0" 5'-6"5'-0"

8'-0"

21"±

FREEBOARD

2X8 @ 5'-0" OC 2X10 DECKING

FOAM

FLOTATION

UNIT (TYP)

2X8 (TYP)

2X10

2"

2"

OUTSIDE CORNER

BRACKET- FEMALE

1"

2"

GALVANIZED L-PIN

OUTSIDE CORNER

BRACKET - MALE FLOAT

4"X23

4"X1

2" PLATE

GALVANIZED L-PIN

2"Ø CARRIAGE

BOLT-TYP 31

2" TYP

2" TYP

S.S. BRACKET

S.S. DOUBLE EARS AS

SHOWN

HINGE POCKET WITH PIPEEXISTING ABUTMENT

4"Ø ANCHOR

BOLTS

5'-0"

8' -0

30'-0"

6' -0

5'-0" 5'-0" 5'-0"5'-0" 5'-0" 5'-0"

16"Ø MOORING PILE

4" MIN. THICKNESS GALV. STEEL FRAME

ANCHOR BOLT

CHAIN GUIDE

NOTE: PVC COVER NOT

SHOWN FOR CLARITY

/1

3/

0:

:0 or ki ng \R

IV

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O

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C

\2

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LS

.d w g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

East Hartford, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

MUS

BAP

JSF

Approved: -

2002828

NAVD88 EL. 0.0

MHW EL. +2.19

MLW EL. +0.25

HTL EL. 6.0

DATUM CONVERSION TABLE

CJL EL. +3.8

NGVD EL. -1.0

C-009FLOAT PLAN & DETAILS

A

C-009 SCALE: 1/4" = 1'-0"

25'-6" TIMBER FLOAT - PLAN D

C-009 SCALE: 1/2" = 1'-0"

TIMBER FLOAT SECTION (TYP)

E

C-009 SCALE: 1" = 1'-0"

TIMBER FLOAT CONNECTION - PLAN F

C-009 SCALE: 1" = 1'-0"

TIMBER FLOAT CONNECTION - SECTION

C

C-009 SCALE: 1/4" = 1'-0"

5' x 8' TIMBER FLOAT - PLAN

G

C-009 SCALE: 1" = 1'-0"

PROPOSED GANGWAY ATTACHMENT

B

C-009 SCALE: 1/4" = 1'-0"

30' x 6' TIMBER FLOAT - PLAN

H

C-009 SCALE: 1" = 1'-0"

PILE GUIDE - PLAN

NOTES:

1. FINAL FLOAT CONSTRUCTION & FRAMING

SHALL BE DETERMINED BY MANUFACTURER

D C-007

PROPOSED

TIMBER SUPPORT

SEE DETAIL

SHED

2 PITKIN

STREET

PUMP

STATION

N

101 EAST R

IVER

D R

IVE

M U

LTI STO

R

Y O

FFIC

E BU

ILD

IN

G

99 EAST R

IVER

D R

IVE

M U

LTI STO

R

Y O

FFIC

E BU

ILD

IN

G

235 EAST RIVER DRIVE

MULTI STORY

CONDOMINIUM BUILDING

& PARKING GARAGE

M U

LTI STO

R

Y

PAR

KIN

G G

AR

AG

E

CONC. SLAB

(ABOVE)

CONC. SLAB / MULTI

LEVEL PARKING GARAGE

R T. 2

RT. 2

(R T. 84 E.B.)

BU

LKELEY BR

ID

G

E

(FORMERLY ASH STREET)

(FORMERLY ASH STREET EXTENSION)

(FORMERLY SULLIVAN DRIVE)

(FORMERLY GILBERT STREET)

(SEE N

O

TE #20)

(R T. 84 E.B.)

BU

LKELEY BR

ID

G

E

(R T. 84 W

.B.)

BU

LKELEY BR

ID

G E

(FORMERLY SULLIVAN DRIVE)

(FO

R

M

ER

LY C

O

N N

EC

TIC

U

T BO

U

LEVAR

D

T TPZ TPZ

TPZ

TPZ

TPZ

TPZ

REMOVE EXISTING LIGHT POLE

& FOUNDATAION, INSTALL NEW

FOUNDATION & LIGHT POLE.

FOR ELECTRICAL DETAILS

SEE SHEET NO. E0 THRU E4

RESTORE WALKWAY

M

ATCH LINE

C-100

WOOD

SHED

EAST

RIVER

RIVER

"G R

EAT R

IVER

PAR

K"

AM

PH

ITH

EATER

H

AR

TLAN

D

RIVER DRIVE

REMOVE EXISTING LIGHT POLE,

INSTALL NEW LIGHT POLE ON

EXISTING FOUNDATION (TYP).

SEE E0 THRU E4 FOR DETAILS.

INSTALL NEW PIER LIGHT

ON NEW FOUNDATION

(SEE SHEET E2)

M

ATC

H

LIN

E

C -100

/2

8/

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Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

GREAT RIVER PARK

IMPROVEMENTS

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

0 1/22/2025 ISSUED FOR BID JM

1 5/8/2025 BASE BID & BID ALTS JM

EAST HARTFORD, CT

SHEET NAME SHEET NO.

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

AH

JM

DE

Approved: JM

2002828

C-100LIGHTING OVERVIEW

PLAN

SCALE, FEET

80 160

LEGEND

INSTALL NEW SENTRY LIGHT POLE ON EXISTING

FOUNDATION (7 TOTAL)

INSTALL NEW SENTRY LIGHT POLE ON NEW

FOUNDATION (11 TOTAL)

INSTALL NEW PIER LIGHT ON NEW FOUNDATION

(1 TOTAL)

NOTES:

1. NEW SENTRY LIGHT POLES TO BE PROVIDED BY

RIVERFRONT RECAPTURE.

2. REMOVED OLD POLES TO BE PLACED IN RECYCLING

DUMPSTER ON SITE FOR DISPOSAL BY RIVERFRONT

RECAPTURE.

3. THIS PLAN INTENDED TO SHOW LIGHT POLE

LOCATIONS ONLY. REFER TO ELECTRICAL DRAWING

SET FOR CONSTRUCTION DETAILS.

4. RESTORE ALL DISTURBED AREAS WITH BASE

MATERIAL AND PAVEMENT OR LOAM AND SEED, AS

APPLICABLE.

/8

/2

1:

:2

I:\

\2 0-

G re at R iv er

P ar k\ D ra w in gs

\E le ct ric al \E

0.

dw g

Riverfront Recapture, Inc 50 Columbus Blvd Hartford, CT 06106

Great River Park Improvements

GEI CONSULTANTS, INC.

455 WINDING BROOK DRIVE

SUITE 201

GLASTONBURY, CT 06033

(860)368-5300

Consultants

NO DATE ISSUE/REVISION APP

East Hartford, CT

SHEET NAME SHEET NO.Designed:

Checked:

Drawn:

P.E. No:

GEI Project

RZDesign Associates, Inc.

MECHANICAL, ELECTRICAL,

AND STRUCTURAL ENGINEERING

750 OLD MAIN STREET

SUITE 202

ROCKY HILL, CT 06067

P: (860) 436-4336 F: (860) 436-4450 www.rzdesignassociates.com

Approved:

ELECTRICAL NOTES

AND ABBREVIATIONS E0

CD

BZ

CD

BZ

ABBREVIATIONS

A

AFF

AFG

AFI

AHU

C

CB

CKT

CUH

DAC

EBB

EBU

EF

EM

EMT

ETR

EWC

EWH

FA

FACP

FMC

GFI

IG

JB

KVA

KW

MAU

NL

NLE

OHD

P

PE

PH or Ø

PNL

PVC

RAP

RGS

RLE

RTU

SE

T

TV

TX

UNO

W

WAP

WP

AMPERE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ARC FAULT CIRCUIT INTERRUPTER

AIR HANDLING UNIT

CONDUIT

CIRCUIT BREAKER

CIRCUIT

CABINET UNIT HEATER

DOOR ACCESS CONTROLLER

ELECTRIC BASEBOARD

EMERGENCY BATTERY UNIT

EXHAUST FAN

EMERGENCY POWERED

ELECTRICAL METALLIC TUBING

EXISTING TO REMAIN

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FIRE ALARM

FIRE ALARM CONTROL PANEL

FLEXIBLE METALLIC TUBING

GROUND FAULT INTERRUPTER

ISOLATED GROUND

JUNCTION BOX

KILOVOLT-AMP

KILOWATT

MAKE-UP AIR UNIT

NIGHT LIGHT

NEW LOCATION OF EXISTING

OVERHEAD DOOR ELECTRIC OPERATOR

POLE

PRIMARY ELECTRIC SERVICE

PHASE

PANEL

POLYVINYL CHLORIDE CONDUIT

REMOTE ANNUNCIATOR PANEL

RIGID GALVANIZED STEEL CONDUIT

RELOCATE EXISTING

ROOFTOP UNIT

SECONDARY ELECTRIC SERVICE

TELEPHONE SERVICE

TELEVISION

TRANSFORMER

UNLESS NOTED OTHERWISE

WIRE

WIRELESS ACCESS POINT

WEATHER PROOF

ELECTRICAL DEMOLITION NOTES ELECTRICAL GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT APPLICABLE CODES, ORDINANCES, THE REGULATORY AGENCIES HAVING

JURISDICTION AND THE SPECIFICATIONS. THE SPECIFICATIONS MAY EXCEED THE REQUIREMENTS OF THE CODE, IN WHICH CASE, THE

SPECIFICATION MUST BE FOLLOWED.

2. THE INTENT OF THESE DOCUMENTS IS FOR THE MEP TRADES TO FURNISH AND INSTALL COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS.

THE SPECIFIED ELECTRICAL SYSTEM SHALL BE COMPLETE IN ALL RESPECTS; OPERATIONAL, TESTED, ADJUSTED, APPROVED BY THE

AUTHORITIES HAVING JURISDICTION AND READY FOR BENEFICIAL USE BY THE OWNER.

3. THE TRADES SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS BEFORE SUBMITTING A BID. INFORMATION IS PROVIDED ON THE VARIOUS DRAWINGS, SCHEDULES, SPECIFICATIONS AND ALL OF THE VARIOUS DOCUMENTS IN THE BIDDING PACKAGE. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND FORM A TOTAL PROJECT DESIGN AND INFORMATION SOURCE FOR CONSTRUCTION PURPOSES.

4. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT.

COORDINATE LOCATIONS OF EQUIPMENT WITH OTHER TRADES BEFORE AND DURING CONSTRUCTION. ANY MODIFICATION TO THE EQUIPMENT LAYOUT, REQUIRED FOR INSTALLATION, IS TO BE PERFORMED UNDER THE CONTRACT AGREEMENT, AT NO ADDITIONAL COST.

REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF EQUIPMENT AND CONDUITS. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF EQUIPMENT AND CONDUITS INSTALLATION WITH ALL THE TRADES BEFORE COMMENCING WORK.

6. EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, WHEN EQUIPMENT MUST BE LOCATED ABOVE AN INACCESSIBLE CEILING (GYP BOARD OR EQUIVALENT), OR BEHIND A WALL, AN APPROPRIATE ACCESS DOOR SHALL BE PROVIDED. IF AN ACCESS DOOR IS REQUIRED, IT SHALL BE OF A RATING APPROPRIATE FOR THE WALL/CEILING IN WHICH IT IS TO BE INSTALLED. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ACCESS PANELS FOR ALL DEVICES, REQUIRING ACCESS, WITH THE ARCHITECT, PRIOR TO INSTALLATION OF SUCH DEVICES

OR OTHER APPURTENANCES.

7. WHERE A CONFLICT OCCURS BETWEEN THE DOCUMENTS, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CARRY AS PART OF

THE BID THE LARGER QUANTITY AND/OR MORE EXPENSIVE ITEM(S).

8. THIS CONTRACT SHALL INCLUDE ALL THE NECESSARY CONDUITS, FITTINGS, TRANSITIONS ETC. AS REQUIRED TO INSTALL CONDUITS AND EQUIPMENT, AND TO AVOID ANY CONFLICTS WITH OTHER TRADES AND THE BUILDING STRUCTURE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS HE MAKES AS A RESULT OF HIS FAILURE TO COORDINATE WITH OTHER

TRADES OR BECOME FULLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES.

9. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRALS. USE OF COMMON NEUTRALS WILL NOT BE ALLOWED.

10. FIELD VERIFY WITH MANUFACTURER'S PROVIDED EXACT ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS OF ALL OPERATIONAL EQUIPMENT PRIOR TO MAKING ELECTRICAL POWER CONNECTION. FURNISH AND INSTALL SAFETY DISCONNECT AS REQUIRED

BY NEC.

11. ALL WIRING SHALL BE IN CONDUIT, UNLESS OTHERWISE INDICATED.

12. BRANCH CIRCUIT WIRING IS SHOWN ON THE FLOOR PLANS. NUMERALS ADJACENT TO THE HOMERUN SYMBOLS FOR LIGHTING, RECEPTACLES, MOTORS, APPLIANCES, ETC. INDICATE THE CIRCUIT NUMBER TO WHICH THE ITEMS ARE TO BE CONNECTED. PROVIDE BRANCH CIRCUIT WIRING FOR ALL ITEMS SHOWN IN ACCORDANCE WITH THESE GENERAL NOTES AND THE ELECTRICAL SPECIFICATIONS.

13. ALL 1 POLE, 15 AND 20 AMPERE BRANCH CIRCUITS SERVING RECEPTACLE OR LIGHTING SHALL BE 2 WIRE CIRCUITS PROVIDING AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH UNGROUNDED (HOT) CIRCUIT CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS.

14. IT IS NOT THE INTENTION TO SHOW EVERY FITTING, HANGER, WIRE OR DEVICE, ALL SUCH ITEMS SHALL BE FURNISHED AND INSTALLED AS

NECESSARY FOR A COMPLETE SYSTEM.

15. CONTRACTOR SHALL DETERMINE THE QUANTITY OF CONDUCTORS REQUIRED FOR PROPER OPERATION OF ALL SWITCHING SCHEMES.

16. PROVIDE ALL BONDING AND GROUNDING REQUIRED BY THE NATIONAL ELECTRIC CODE, NFPA 70 AND AS REQUIRED BY LOCAL AUTHORITY

HAVING JURISDICTION.

17. ALL REQUIRED BONDING CONDUCTORS SHALL BE MINIMUM #8 SOLID INSULATED COPPER, PROVIDE ALL NECESSARY FITTINGS, JUNCTION

BOXES, END FITTINGS, ETC., FOR A COMPLETE, CONTINUOUS INSTALLATION.

18. ALL BONDING/GROUNDING CONNECTIONS SHALL BE MADE BY LISTED CLAMP OR CONNECTORS AS REQUIRED BY ARTICLE 250 OF NFPA 70, THE NATIONAL ELECTRIC CODE (CURRENT ADOPTED EDITION).

19. SEISMICALLY SUPPORT THE EQUIPMENT AS REQUIRED BY CODE, THE AUTHORITY HAVING JURISDICTION, AND/OR AS SPECIFIED. SUBMIT ENGINEERED INSTALLATION DETAILS PER THE SPECIFICATIONS. THE CONTRACTOR'S SEISMIC ENGINEER SHALL REVIEW THE INSTALLATION

AND PROVIDE A DETAILED REPORT FOR THE RECORD.

20. ALL WORK ON OR NEAR ENERGIZED CONDUCTORS OR EQUIPMENT SHALL BE IN ACCORDANCE WITH NFPA 70E, CHAPTER 1: SAFETY-RELATED

WORK PRACTICES.

21. THIS IS AN EXISTING FACILITY, WITH AN EXISTING SERVICE. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO ASCERTAIN FIELD CONDITIONS AS THEY EXIST AND JUDGE THEIR EFFECT ON THE WORK TO BE DONE. NO ALLOWANCE WILL BE MADE

FOR FAILURE TO VISIT THE JOB SITE AND MAKE THIS DETERMINATION.

22. DO NOT SCALE DRAWINGS; ACTUAL FIELD MEASUREMENTS AND DIMENSIONS TAKE PRECEDENCE IN ALL CASES.

23. THE SCOPE OF WORK IS AS SHOWN ON THE PLANS AND DETAILED IN THE SPECIFICATIONS. ANY DEVIATIONS OR EXCLUSIONS FROM THIS

MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO BEING IMPLEMENTED.

24. ELECTRICAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS AND OR

REQUIREMENTS FOR PROPER OPERATION AND MAINTENANCE.

25. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL PHASES OF THE WORK AND TO DEMONSTRATE TO OWNER THAT

THE EQUIPMENT IS IN FULL OPERATING ORDER.

26. ELECTRICAL CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED TO THEIR ORIGINAL CONDITION. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING, PAINTING, GRADING, RE-SEEDING, CLEAN-UP, ELECTRICAL DEBRIS REMOVAL AND GENERAL COORDINATION OF THE WORK EFFORT AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL ITEMS OF WORK.

27. ALL THE WIRE SIZES ARE BASED ON COPPER, ALUMINUM IS NOT TO BE USED.

28. ELECTRICAL CONTRACTOR TO COORDINATE WITH ARCHITECTURAL, CIVIL, AND MECHANICAL CONTRACTOR FOR ITEMS SUPPLIED BY MECHANICAL OR OTHER DIVISIONS BUT INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO REVIEW ALL THE

PLANS FOR THE PROJECT FOR ELECTRICAL WORK.

29. COORDINATE EXACT PLACEMENT OF EQUIPMENT WITH ARCHITECTURAL CIVIL, AND MECHANICAL PLANS, MAKE FIELD ADJUSTMENTS AS

REQUIRED TO AVOID CONFLICTS, VERIFY WITH OWNER.

30. ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND PAY FOR ALL REQUIRED FEES, INCLUDING ALL UTILITY FEES.

31. ELECTRICAL CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE

DATE OF FINAL ACCEPTANCE BY THE OWNER.

32. ELECTRICAL CONTRACTOR SHALL PROVIDE PROOF OF LIABILITY AND PROPERTY INSURANCE TO THE OWNER, ALL DEDUCTIBLES SHALL BE

PAID FOR BY THE ELECTRICAL CONTRACTOR IN THE EVENT OF A CLAIM.

33. PERSONNEL SAFETY IS OF PRIME IMPORTANCE. NO HAZARDOUS CONDITION MUST BE ALLOWED. EVERY CARE MUST BE TAKEN TO PROTECT CONSTRUCTION AND OTHER PERSONNEL. CLEANUP IS TO BE DONE ON A DAILY BASIS. ELECTRICAL CONTRACTOR TO REMOVE AND DISPOSE

OF REFUSE FROM SITE.

34. ELECTRICAL CONTRACTOR TO VERIFY LOADS, SETTINGS, OVERCURRENT PROTECTION... ETC. TO INSURE COMPATIBILITY OF EQUIPMENT.

35. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT POWER NEEDS WITH THE ACTUAL SHOP DRAWINGS FOR THE EQUIPMENT TO BE

USED, PRIOR TO STARTING ANY ELECTRICAL WORK.

36. PROVIDE LAMINATED PLASTIC NAMEPLATES FOR ALL ELECTRICAL DISTRIBUTION AND DISCONNECT EQUIPMENT. ALTERNATE METHODS

SHALL NOT BE ALLOWED. NAMEPLATES SHALL BE FASTENED TO PANEL WITH SCREWS.

37. THE DISPOSAL OF ALL UNUSED EXISTING ELECTRICAL EQUIPMENT REMOVED IS A PART OF THE SCOPE OF WORK. THE ELECTRICAL CONTRACTOR SHALL LAWFULLY DISPOSE OF ALL SUCH EQUIPMENT, INCLUDING HAZARDOUS PCB CONTAINING BALLASTS.

38. PRIOR TO ACQUISITION OR INSTALLATION GIVE WRITTEN NOTICE TO ARCHITECT AND ENGINEER OF ANY MATERIAL OR APPARATUS THAT IS INADEQUATE, UNSUITABLE FOR THE USE, IN VIOLATION OF LAWS, ORDINANCES, RULES, CODES OR ANY REGULATIONS OF AUTHORITIES HAVING JURISDICTION OR ANY NECESSARY ITEMS OF WORK THAT HAS BEEN OMITTED. CONTRACTOR AFFIRMS THAT ABSENT SUCH NOTICE, ALL SYSTEMS WILL FUNCTION SATISFACTORILY WITHOUT ADDITIONAL EXTRA COMPENSATION.

39. ALL PART NUMBERS ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THEY ARE NOT TO BE CONSIDERED THE COMPLETE SPECIFICATION OF THE PRODUCT. THE PART NUMBER AND DESCRIPTION WILL BE THE COMPLETE SPECIFICATION. IN THE EVENT OF A DISCREPANCY BETWEEN THE TWO, THE MORE STRINGENT, MORE COSTLY FEATURE/PERFORMANCE WILL BE REQUIRED.

40. NO LOW VOLTAGE WIRING SHALL BE PERMITTED IN THE SAME RACEWAY AS POWER WIRING.

41. PROVIDE DRAG LINES IN ALL EMPTY RACEWAYS.

42. DEBRIS REMOVAL FROM THE CONSTRUCTION SITE WILL BE COMPLETED BY A PREDETERMINED ROUTE AT TIMES COORDINATED WITH

OWNER.

43. ELECTRICAL CONTRACTOR SHALL CREATE A NEW TYPE-WRITTEN CIRCUIT DIRECTORY TO BE PLACED IN EACH PANEL ASSOCIATED WITH THIS PROJECT WHICH SHALL INCLUDE PANEL NUMBER AND DATE. ALL EXISTING CIRCUITS IN PANEL SHALL BE FIELD VERIFIED TO ENSURE ENTIRE CIRCUIT DIRECTORY IS ACCURATE. TWO COPIES OF THIS DIRECTORY SHALL BE SUBMITTED TO THE OWNER, AND ONE COPY SHALL BE

SUBMITTED TO THE ELECTRICAL ENGINEER.

44. ALL REMOVED CIRCUITS SHALL BE RE-LABELED IN PANEL AS "SPARE" AND A NEW PANEL CIRCUIT DIRECTORY SHALL BE CREATED.

45. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROLS FOR ALL LIGHT FIXTURES.

46. IN THE EVENT OF A DISCREPANCY BETWEEN ANY OF THE PROJECT DOCUMENTS PROVIDED BY ENGINEER OR OWNER, THE MORE

STRINGENT, MORE COSTLY FEATURE/PERFORMANCE WILL BE REQUIRED.

47. COORDINATE WITH OWNER AND CIVIL ENGINEER FOR FOR LOCATION OF ALL POLES AND HANDHOLES.

48. INSTALLATION SHALL COMPLY WITH NEC REQUIREMENTS AND BE INSTALLED IN ACCORDANCE WITH NECA-1 STANDARD FOR GOOD

WORKMANSHIP IN ELECTRICAL CONSTRUCTION.

49. THE TERM “PROVIDE” AS USED IN THESE DOCUMENTS SHALL MEAN FURNISH (OR SUPPLY) AND INSTALL AS REQUIRED FOR PROPER

OPERATION OR USE.

1. BEFORE SUBMITTING BID, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY FAMILIAR WITH THE EXISTING CONDITIONS AND THE DOCUMENTS OF OTHER TRADES UNDER WHICH THEIR WORK WILL BE ACCOMPLISHED.

THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS MADE AS A RESULT OF

FAILURE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS.

2. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ANY DAILY INTERRUPTIONS OR SHUTDOWNS OF THE EXISTING SYSTEMS IN ADVANCE WITH OWNER'S DESIGNATED REPRESENTATIVE. THIS SHALL INCLUDE SERVICES INTERRUPTIONS AND CONNECTIONS, MECHANICAL AND ELECTRICAL DISRUPTIONS EFFECTING OTHER TRADES. INCLUDE ALL WORK

REQUIRED TO ALLOW PHASED CONSTRUCTION WHERE NECESSARY.

3. DEMOLITION DRAWINGS ARE STRICTLY DIAGRAMMATIC AND SHOW GENERAL ARRANGEMENT AND APPROXIMATE LOCATION OF EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW ALL EQUIPMENT, PIPING OR CONDUIT TO BE REMOVED. EQUIPMENT NOT BEING REUSED SHALL BE REMOVED, INCLUDING ALL ASSOCIATED HANGERS, SUPPORTS, PIPES, CONDUITS, WIRES, AND CONTROLS BACK TO THE POINT OF ORIGIN.

4. REFER TO THE ARCHITECTURAL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE FULL EXTENT OF THE DEMOLITION AND RECONSTRUCTION SCOPE OF WORK SHALL BE DETERMINED

BY THE ENTIRE SET OF BID DOCUMENTS.

5. THE CONTRACTORS SHALL COORDINATE THE DEMOLITION SCOPE OF WORK WITH THE GENERAL CONTRACTOR'S OR CONSTRUCTION MANAGER'S PHASING SCHEDULE PRIOR TO COMMENCEMENT OF WORK. CARE MUST BE TAKEN SO AS NOT TO DESTROY, REMOVE OR DEMOLISH ANY EQUIPMENT, APPURTENANCES OR DEVICES INTENDED TO REMAIN.

PROVIDE TEMPORARY SERVICES AND SYSTEM MODIFICATIONS TO ACCOMMODATE CONTINUOUS OPERATION OF ACTIVE

SYSTEM.

6. THE LOCATION OF EXISTING ELECTRICAL SYSTEM SHOWN ON FLOOR PLANS, IS BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO COMMENCEMENT OF CONSTRUCTION, EXACT QUANTITY AND LOCATION(S) OF EXISTING EQUIPMENT, PANELS, CONDUITS, LIGHTING, ETC. TO BE REMOVED AND ADJUST AS

NECESSARY.

7. ALL EQUIPMENT, AND ASSOCIATED WIRING, CONDUITS INDICATED TO BE REMOVED OR…