GENERAL NOTES HARBOR PARK BOARDWALK AND HANDRAIL …

" H A

R B

O R

P A

R K

"

C O N

N E

C T

I C

U T

R I

V E

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RO

UTE 9

NO

RTH

BO

UN

D

F

l

o

a

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c

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HARBOR DRIVE

BEGIN BOARDWALK

IMPROVEMENTS

END BOARDWALK

IMPROVEMENTS

THE MATTABESETT

CANOE CLUB

TUNNEL TO

DOWNTOWN

PROJECT SITE VICINITY MAP:

LOCATION MAP:

HARBOR PARK BOARDWALKAND HANDRAIL IMPROVEMENTS

100 HARBOR DRIVEMIDDLETOWN, CONNECTICUT

CITY BID NO. 2020-09

CONSTRUCTION DOCUMENTS#2708-18

AUGUST 31, 2020

PREPARED FOR:CITY OF MIDDLETOWNDEPARTMENT OF PUBLIC WORKS245 DEKOVEN DRIVEMIDDLETOWN CT 06457

0' 50' 100'

SCALE 1" = 100'0 1/2" 1"

0' 500' 1000'

SCALE 1" = 1000'0 1/2" 1"

Copyright Milone & MacBroom, Inc - 2019

Know what's below.before you dig.Call

R

www.cbyd.com

99 REALTY DRIVE

CHESHIRE, CT 06410

203.271.1773

WWW.MMINC.COM

PROJECT SITE

PREPARED BY:

SIDEWALK

PROPOSEDEXISTING

SETBACK LINE

CATCH BASIN

GAS VALVE

WATER VALVE

DOMESTIC WATER

UTILITY POLE

MONUMENT

GUARD RAIL

CONTRACT LIMIT LINE

ELECTRIC LINE

WATER MAIN

TREE/SHRUB

MINOR CONTOUR

SITE LIGHT

HYDRANT

WATER METER

TREE LINE

SPOT GRADE

MAJOR CONTOUR

WETLAND BUFFER LINE

PROPERTY LINE

STREET LINE

LEGEND

CHAIN LINK FENCE

BORING

TEST PITTP-1

MMI 2

MANHOLE/YARD DRAIN/

AREA DRAIN

SANITARY SEWER

WITH MANHOLE

STORM DRAIN WITH

CATCH BASIN

EDGE OF PAVEMENT

WITH CURB

ALUMINUM ALUMINUM

LIST OF DRAWINGSNO. NAME TITLE

01 -- TITLE SHEET

02 EX EXISTING CONDITIONS

03 RM SITE PLAN - REMOVALS

04 LA SITE PLAN - LAYOUT

05-06 GR-1, GR-2 SITE PLAN - GRADING AND SEDIMENT & EROSION CONTROLS

07 SE SEDIMENT AND EROSION CONTROL NARRATIVE AND DETAILS

08-09 SD-1, SD-2 SITE DETAILS

10 BL BORING LOGS

GENERAL NOTES

1. BASE MAPPING DEPICTED PER FIELD SURVEY CONDUCTED BY MILONE AND MACBROOM,

DATED: AUGUST 2019

2. 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.

3. MILONE & MACBROOM INC. ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND

DATA WHICH HAVE BEEN SUPPLIED BY OTHERS.

4. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO

CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER.

5. 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.

6. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH

GRASS OR SODDED, AS SHOWN ON THE PLANS.

7. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.

8. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE CITY OF

MIDDLETOWN REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF

CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS,

BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 818 AND ADDENDUMS

9. 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 N0T CONFORM TO LOCAL CODE.

10. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A

SECONDARY CONTAINER AND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS

FLOOR DURING NON-WORK HOURS.

11. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE

CONTRACTOR AND THE PERMITTEE.

12. THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE

SILTATION CONTROL UNTIL ALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL

DISTURBED AREAS ARE PERMANENTLY STABILIZED.

FLOW

C O N N E C T I C U T R I V E R

Benchmark "C"

Bench Tie in 24" Oak

Elev.=22.37

" H A

R B

O R

P A

R K

"

Exis

tin

g

Buildin

g

FF=

11.3

Pavers

Patio

Building

Overhang

Building

Overhang

Conc

Bench on

Conc Pad

(Typ)

Sculpture

on Conc Pad

Conc Curb

Conc Curb

Conc Curb

Conc Curb

Conc.

Bollard

(Typ)

Temporary

Construction

Chain Link Fence

Swing

Water

Spout

S

w

in

g

Edge of Gravel

Pavilion

Hand Hole

Electric

Vault

18" Tree

18" Maple

Multi

12" Tree

24" Tree

24" Oak

Quad

14" Tree

Muli

14" Tree

14" Tree

18" Maple

15" Locust

15" Locust

15"

Locust

15" Maple

4-12"Trees

12"

Maple

18" Locust

18" Locust

Lions Park

Monument

Mooring

Post

Electric Box

Water Fountain

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Bit

Bit

MH

T.F.=11.27

Lawn

Conc.

Conc. Wall

Bit

Bit

Wood Boardwalk

W

ood B

oardw

alk

Conc Curb W

all

Wood Boardwalk

Boring

Elev.=11.09

Boring

Elev.=11.13

Boring

Elev.=11.69

MM-7

Elev.=9.96

TP-7

Elev.=9.70

MM-8

Elev.=9.81

TP-8

Elev.=10.10

TP-9

Elev.=9.79

MM-9

Elev.=10.41

Benchmark "B"

MAG NAIL IN CONCRETE

Elev.=13.22

Electric Box

Electric Conduit

Electric Conduit

30"

Sycamore

Bit Remains

Tunnel

Camera Pole

Trash

Trash

Benches

Mooring

Post

Conc Curb

Picnic Table

(Typ)

Trash

Bit Ramp

R

a

ilro

a

d

R

a

il

Electric Trench

Electric Box

Stone Retraining Wall

36" RCP

INV.=2.512" CI

INV.=8.6

1

0

-2

0

-15

1

0

1

1

5

9

1

0

-5

-1

0

-

1

5

1

0

2

5

2

0

1

5

13

1

2

-

2

0

-15

-10

Concrete Walk

Benchmark "A"

Mag Nail in Catch Basin

Elev.=10.58

C

o

n

c

S

id

e

w

a

lk

Concrete Steps

Metal Trash

Container on

Conc Pad

Conc S

teps

C

o

n

c

S

t

e

p

s

C

o

n

c

C

u

r

b

C

o

n

c

C

u

r

b

Conc Curb

G

r

a

s

s

Wood

Guard Rail

P

a

tio

C

o

n

c

U

p

p

e

r D

e

ck

Hand Hole

18" Locust

18" Locust

15" Locust

15" Locust

15" Locust

Steel Handrail

Post and Glass

Railing

Steel Handrail

Steel Cable

w/Railing on Wall

Conc

Boat Cleat

(Typ)

Wood Pylon

(Typ)

SAN MH

T.F.=12.07

INV.=5.3

10 Clay

D

E

x

istin

g

B

u

ild

in

g

FF=11.9

Grass

W

o

o

d

B

o

a

r

d

w

a

l

k

Bit

Parking

Lot

G

r

a

s

s

C

o

n

c

.

S

w

k

MM-10

Elev.=9.90

TP-10

Elev.=12.11

Electric Box

Hookup

Brick

Patio

Pavilion

F

l

o

a

t

i

n

g

D

o

c

k

G

a

n

g

w

a

y

Bench

W

ood Boardw

alk

Bric

k

Conc Curb

Conc Curb

Grass

Electric Box

B

a

r

CCB

T.G.=11.74

INV.=7.5(NW)

TOP OF HOOD=8.7(SE)

CLCB

T.G.=10.57

INV.=6.6(NW)

TOP OF HOOD=7.6(N)

STORM MH

T.F.=10.82

INV.=6.4(S)

INV.=1.6(NE)

INV.=1.7(SW)

1

2

"

R

C

P

1

2

"

S

L

C

P

P

12" RCP

3

6

"

R

C

P

3

6

"

R

C

P

CCB

T.F.=8.46

12" RCP

INV.=5.6

-20

-1

5

1

0

-

1

5

-

1

0

9

Electrical

Conduit

HARBOR DRIVE

Concrete Boat

Launch

C

o

n

c

.

FLOW


SHEET NAME

DATE

EX

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

AUGUST 31, 2020

2708-18

1"=30'

SITE

PLA

N -

EXIS

TIN

G C

ON

DIT

ION

S

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

HA

RB

OR

PA

RK

BO

AR

DW

ALK

AN

D H

AN

DR

AIL

IMPR

OVE

MEN

TS

100

HA

RB

OR

DR

IVE

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE

0' 15' 30'

0 1/2" 1"


99

R

EA

LT

Y D

RIV

E

CH

ES

HIR

E, C

T 0

64

10

20

3.2

71

.1

77

3

WW

W.M

MIN

C.C

OM

MATCH

LIN

EM

ATCH

LIN

E

S

W

N E

MATCH

LIN

E

MATCH

LIN

E

ROUTE 9

10+

00

11+00

12+

00

13+00

14+

00

15+00 16+00

17+

00

18+

00

19+

00

FLOW


BROWNSTONE WALL TO REMAIN

3' flush section of cap

BEGIN BOARDWALK REMOVAL

SAW CUT AND REMOVE SECTION OF

BULKHEAD CONCRETE CAP. (TYP.)

" H A

R B

O R

P A

R K

"

Exis

tin

g

Buildin

g

FF=

11.3

Pavers

Patio

Building

Overhang

Building

Overhang

Conc

Bench on

Conc Pad

(Typ)Sculpture

on Conc Pad

Conc Curb

Conc Curb

Conc Curb

Conc Curb

Conc.

Bollard

(Typ)

Swing

Water

Spout

S

w

in

g

Edge of Gravel

Pavilion

Hand Hole

Electric

Vault

Muli

14" Tree

18" Maple

15" Locust

15" Locust

15"

Locust

15" Maple

4-12"Trees

12"

Maple

18" Locust

18" Locust

Lions Park

Monument

Mooring

Post

Electric Box

Water Fountain

Grass

Grass

Grass

Grass

Bit

Bit

MH

T.F.=11.27

Lawn

Conc.

Conc. Wall

Wood Boardwalk

W

ood B

oardw

alk

Wood Boardwalk

MM-7

Elev.=9.96

TP-7

Elev.=9.70

MM-8

Elev.=9.81

TP-8

Elev.=10.10

TP-9

Elev.=9.79

MM-9

Elev.=10.41

Electric Box

Electric Conduit

Electric Conduit

30"

Sycamore

Tunnel

Camera Pole

Trash

Trash

Benches

Mooring

Post

Conc Curb

Picnic Table

(Typ)

Trash

Electric Trench

Electric Box

36" RCP

INV.=2.5

Concrete Walk

TREE TO REMAIN

CUT VEGETATION TO GROUND LEVEL,

REMOVE AND DISPOSE OF ALL DEBRIS

BEGIN ALUMINUM RAILING REMOVAL

+/- 50' (TYP.)

SEE TYPICAL EXISTING CROSS

SECTION ON THIS SHEET

REMOVE CONCRETE SLAB

A

A1

REMOVE SOIL TO 6" BELOW

TOP OF CONCRETE CAP

PEDESTRIAN ACCESS TO REMAIN

DURING CONSTRUCTION,

PROTECT CONCRETE WALK FROM

CONSTRUCTION VEHICLE TRAFFIC

REMOVE LAWN AND SOIL

REMOVE AND RESET PAVERS


DURING CONSTRUCTION

REMOVE DAMAGED LIGHT POLE, FIXTURE TO REMAIN

LIGHT POLES ADJACENT TO BOARDWALK

TO REMAIN UNLESS OTHERWISE NOTED

(TYP.)

BEGIN CUT TOP OF CONCRETE CURB

END SAW CUT TOP OF

CONCRETE CURB

BEGIN SAW CUT TOP OF

CONCRETE CURB

REMOVE AND RESET

WATER FOUNTAIN

ADD ALTERNATE NO.1

REMOVE AND RESET ALL LIGHT POLES

ADJACENT TO BOARDWALK ON NEW

FOUNDATIONS (TYP.)

PERFORM TEST PIT TO EXPOSE LIGHTPOLE

FOUNDATION, HAND DIG TEST PIT

19+

00

20+

00

2

1

+

0

0

2

2

+

0

0

2

3

+

0

0

24+

00

25+

00

26+

00

26+12

CONCRETE TERRACED

SEATING TO REMAIN

CONCRETE BLOCK WALL

TO REMAIN

END BOARDWALK

REMOVAL

SAW CUT AND REMOVE SECTION OF

BULKHEAD CONCRETE CAP. (TYP.)

C

o

n

c

S

id

e

w

a

lk

Concrete Steps

Metal Trash

Container on

Conc Pad

Conc S

teps

C

o

n

c

S

t

e

p

s

C

o

n

c

C

u

r

b

C

o

n

c

C

u

r

b

Conc Curb

G

r

a

s

s

Wood

Guard Rail

P

a

tio

C

o

n

c

U

p

p

e

r D

e

ck

Hand Hole

18" Locust

18" Locust

15" Locust

15" Locust

15" Locust

Steel Handrail

Post and Glass

Railing

Steel Handrail

Steel Cable

w/Railing on Wall

Conc

Boat Cleat

(Typ)

Wood Pylon

(Typ)

SAN MH

T.F.=12.07

INV.=5.3

10 Clay

D

E

x

istin

g

B

u

ild

in

g

FF=11.9

Grass

W

o

o

d

B

o

a

r

d

w

a

l

k

Bit

Parking

Lot

G

r

a

s

s

C

o

n

c

.

S

w

k

MM-10

Elev.=9.90

TP-10

Elev.=12.11

Electric Box

Hookup

Brick

Patio

Pavilion

F

l

o

a

t

i

n

g

D

o

c

k

G

a

n

g

w

a

y

Bench

W

ood Boardw

alk

Bric

k

Conc Curb

Conc Curb

Grass

Electric Box

B

a

r

CCB

T.G.=11.74

INV.=7.5(NW)

TOP OF HOOD=8.7(SE)

CLCB

T.G.=10.57

INV.=6.6(NW)

TOP OF HOOD=7.6(N)

STORM MH

T.F.=10.82

INV.=6.4(S)

INV.=1.6(NE)

INV.=1.7(SW)

1

2

"

R

C

P

1

2

"

S

L

C

P

P

12" RCP

3

6

"

R

C

P

3

6

"

R

C

P

CCB

T.F.=8.46

12" RCP

INV.=5.6

Electrical

Conduit

HARBOR DRIVE

Concrete Boat

Launch

C

o

n

c

.

BEGIN REMOVAL OF FLUSH

CONCRETE HEADER

END ALUMINUM

RAILING REMOVAL

+

/- 50' (TYP.)

TEMPORARY FENCE AT

STAIR ACCESS POINTS


DURING CONSTRUCTION,

PROTECT CONCRETE WALK FROM

CONSTRUCTION VEHICLE

TRAFFIC

FLOW


END REMOVAL OF FLUSH

CONCRETE HEADER

REMOVE PAVILION STRUCTURE, CUT

POST FOOTINGS 2' BELOW GRADE,

REMOVE PAVERS, PLACE TOPSOIL AND

SEED AREA TO LAWN

REMOVE AND REST PAVERS

CUT AND CAP PAVILION ELECTRICAL

FEEDS, PROVIDE HANDHOLE FOR

FUTURE ACCESS

END SAW CUT TOP OF

CONCRETE CURB

SAW CUT TOP OF

CONCRETE CURB

10' ±

WOODEN BOARDWALK DECKING

(TO BE REMOVED)

CONCRETE CURB

(TO REMAIN, TOP

TO BE SAW CUT

AND REMOVED)

18"

ALUMINUM RAILING

(TO BE REMOVED)

CONCRETE CAP

(TO REMAIN, CUT AT LOCATIONS

OF DRAINAGE SCUPPERS)

4"+

/-

8"±

STEEL BULKHEAD

(TO REMAIN)

CT RIVER

HAUNCH IN CONCRETE

CAP

DECKING SUPPORT

STRUCTURE (TO BE

REMOVED)

CONDITION VARIES,

TYPICALLY LAWN

TYPICAL EXISTING SECTION (A, A1)

5"+

/-

PITCH

2'+

/-

SUBSOIL - TO BE REMOVED AS

NEEDED FOR CONSTRUCTION OF

CONCRETE WALK

SHEET NAME

DATE

RM

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

AUGUST 31, 2020

2708-18

1"=30'

SITE

PLA

N -

REM

OVA

LS

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

HA

RB

OR

PA

RK

BO

AR

DW

ALK

AN

D H

AN

DR

AIL

IMPR

OVE

MEN

TS

100

HA

RB

OR

DR

IVE

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE

0' 15' 30'

0 1/2" 1"


99

R

EA

LT

Y D

RIV

E

CH

ES

HIR

E, C

T 0

64

10

20

3.2

71

.1

77

3

WW

W.M

MIN

C.C

OM

MATCH

LIN

EM

ATCH

LIN

E

REMOVALS LEGEND

REMOVE WOOD

BOARDWALK AND WOOD

SUPPORT STRUCTURE

CONTRACT LIMIT LINE

TREE TO BE PROTECTED

TREE TO BE REMOVED

S

W

N E

MATCH

LIN

E

MATCH

LIN

E

REMOVE VEGETATION

REMOVE SOIL

REMOVALS NOTES

1. 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.

2. INFORMATION SHOWN ON THIS DRAWING IS TO BE USED FOR

REFERENCE ONLY. THE LOCATION, SIZE AND ELEVATIONS OF UTILITIES

AND STRUCTURES AND THE NATURE OF THEIR CONTENTS SHALL BE

CONFIRMED IN THE FIELD PRIOR TO DEMOLITION. ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO

DEMOLITION.

3. THE INTENT OF THIS DRAWING IS TO IDENTIFY SPECIFIC DEMOLITIONS.

HOWEVER, THE GRAPHIC LEGEND MAY NOT BE A COMPREHENSIVE LIST

OF ALL SITE REMOVALS.

4. ABANDONED UTILITIES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.

5. CONTRACTOR TO COORDINATE ALL PROPOSED UTILITY WORK WITH

APPROPRIATE UTILITY COMPANIES. THIS WORK SHALL BE DONE AT THE

CONTRACTORS EXPENSE UNLESS OTHERWISE PROVIDED FOR IN THE

SPECIFICATIONS. THE CONTRACTOR SHALL REMOVE OR ABANDON THE

EXISTING UTILITY SERVICES AS DIRECTED AND TO THE SATISFACTION

OF EACH INDIVIDUAL UTILITY COMPANY.

6. ALL UNDERGROUND UTILITIES NOT SHOWN TO BE REMOVED SHALL HAVE

SERVICE MAINTAINED AND SHALL BE PROTECTED DURING

CONSTRUCTION.

7. WORK SHALL NOT COMMENCE UNTIL APPROVED IN WRITING BY THE

OWNER.

8. CONTRACTOR IS RESPONSIBLE TO OBTAIN PERMITS REQUIRED AND

COMPLY WITH ALL REGULATIONS IN THE DEMOLITION AND REMOVAL OF

THE DESIGNATED STRUCTURES.

9. INSTALL ALL SEDIMENT AND EROSION CONTROLS PRIOR TO BEGINNING

DEMOLITION WORK. SEE DRAWINGS UT-1 AND UT-2 FOR DETAILS.

10. EXTENT OF PAVEMENTS TO BE REMOVED IS SHOWN ON PLAN.

CONTRACTOR SHALL PROTECT AREAS OF PAVEMENT IDENTIFIED TO

REMAIN.

11. ANY MATERIALS DEEMED UNSUITABLE BY THE ENGINEER SHALL BE

DISPOSED OF OFF-SITE IN CONFORMANCE WITH LOCAL, STATE AND

FEDERAL REGULATIONS.

12. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES ASSOCIATED

WITH THE HANDLING AND DISPOSAL OF ALL MATERIALS.

13. ALL TREES ARE TO REMAIN UNLESS IDENTIFIED OTHERWISE AND SHALL

BE PROTECTED DURING ALL CONSTRUCTION ACTIVITIES.

14. SEE SPECIFICATIONS REGARDING WORK WITHIN MATURE TREE ROOT

SYSTEMS

15. ANY TREES/VEGETATION NOT NOTED FOR REMOVAL IN CONFLICT WITH

PROPOSED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE

LANDSCAPE ARCHITECT PRIOR TO REMOVAL.

16. CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION FENCE (CF) TO

ENCLOSE THE SITE AND SHALL COINCIDE WITH THE CONTRACT LIMIT

LINE. ADJUST FENCE LOCATION AS REQUIRED AS WORK PROGRESSES.

REMOVE CONCRETE UNIT

PAVERS

REMOVE AND RESET

CONCRETE UNIT PAVERS

" H A

R B

O R

P A

R K

"

C

o

n

c

S

id

e

w

a

lk

Edge of Gravel

RO

UTE 9

NO

RTH

BO

UN

D

Grass

Grass

Grass

Grass

Grass

Grass

10+

00

11+00

12+

00

13+00

14+

00

15+00 16+00

17+

00

18+

00

19+

00

20+

00

BEGIN INTEGRALLY COLORED

CONCRETE WALK

BEGIN ALUMINUM

PICKET RAILING

B

B1

SEE TYPICAL CROSS

SECTION ON THIS SHEET

12

1 1

1

1 1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

EXPANSION JOINT AND LIMIT

OF COLORED POUR (TYP.)

DRAINAGE SCUPPER LOCATION (TYP.)

REFER TO GRADING PLAN

50' TYP.

BETWEEN

SCUPPERS


FLOW

REMOVE AND REPLACE LIGHT POLE,

REMOUNT EXISTING FIXTURE

REMOVE AND RESET LIGHT

POLE (TYP.)

INSTALL (4) BOAT CLEATS, MATCHING

EXISTING, AT LADY KATHERINE DOCKING AREA

COORDINATE FINAL LOCATIONS IN THE FIELD

5'

PROVIDE GATE AT THIS LOCATION, FINAL

LOCATION TO BE FIELD VERIFIED

COMPACTED STONEDUST PATH

PROVIDE TEMPORARY PUBLIC ACCESS TO

RESTROOMS THROUGHOUT CONSTRUCTION OR AS

DIRECTED BY THE CITY.

UPON COMPLETION RESTORE AREA TO LAWN

BEGIN PRECAST CURB

RESET UNIT PAVERS

RESTORE DISTURBED AREAS TO LAWN

(TYP.)


(TYP.)

Wood

Guard Rail

15" Locust

15" Locust

15" Locust

D

F

l

o

a

t

i

n

g

D

o

c

k

12" RCP

INV.=5.6

HARBOR DRIVE


FLOW

26+46

21+

00

2

2

+

0

0

2

3

+

0

0

2

4

+

0

0

25+

00

26+

00

END INTEGRALLY

COLORED CONCRETE

WALK WITH HAUNCH

END ALUMINUM

PICKET RAILING

1

1

1

2

2

2

2

2

2

2

2

2

2

1

1

1

1

1

1

1

2

FURNISH AND PLACE TOPSOIL,

SEED AREA TO LAWN

RESET UNIT PAVERS

BEGIN INTEGRALLY COLORED

CONCRETE WITH HAUNCH

INSTALL 1-1/2" PVC CONDUIT FOR EXISTING

ELECTRICAL. CAP EACH CONDUIT AND MOUNT TO WALL

2' ABOVE FINISHED GRADE OF BOARDWALK

PROVIDE GATE AT THIS LOCATION

E

MAINTAIN PUBLIC ACCESS TO CANOE CLUB AT

ALL TIMES

COORDINATE CONSTRUCTION ACTIVITIES TO

LIMIT DISRUPTION TO PRIVATE DOCK ACCESS

INSTALL PRECAST CURB


(TYP.)

ALUMINUM PICKET RAILING SYSTEM,

COORDINATE POST LOCATIONS

SAWCUT CONCRETE CAP FOR

DRAINAGE SCUPPERS. SEE PLANS

FOR LOCATIONS, SEE DETAIL.

CT RIVER

10'-8"

42"

TYPICAL SECTION - PROPOSED B-B1

RESURFACE ALL VISIBLE FACES OF

EXISTING CONCRETE CAP FOR

CONSISTENT APPEARANCE

REMOVED PORTION OF

CONCRETE CURB, REFER TO

REMOVALS AND GRADING PLAN

INTEGRALLY COLORED

CONCRETE WALK

5" ±

PROCESS AGGREGATE

BASE

PROOF ROLLED

SUBGRADE

COLD JOINT

NOT TO SCALE

SLOPE 1.8 % MAXIMUM

5"

8"

SURFACE VARIES,

TYPICALLY RESTORE TO

LAWN

EXISTING CONCRETE CURB

VARIES

TYPICAL JOINTING ENLARGEMENT

PROVIDE EXPANSION JOINT

AT ALL FIXED OBJECTS

30' O.C. TYPICAL

EXISTING

CONCRETE CAP

CONDITION VARIES,

SEE PLAN

SCORE JOINT

2' TYPICAL

2'

DOWELED EXPANSION

JOINT, 2' O.C.

10'-8"

NOT TO SCALE

SHEET NAME

DATE

LA-1

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

AUGUST 31, 2020

2708-18

1"=30'

SITE

PLA

N -

LAYO

UT

AN

D M

ATE

RIA

LS

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

HA

RB

OR

PA

RK

BO

AR

DW

ALK

AN

D H

AN

DR

AIL

IMPR

OVE

MEN

TS

100

HA

RB

OR

DR

IVE

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE

0' 15' 30'

0 1/2" 1"


99

R

EA

LT

Y D

RIV

E

CH

ES

HIR

E, C

T 0

64

10

20

3.2

71

.1

77

3

WW

W.M

MIN

C.C

OM

S

W

N E

LAYOUT NOTES

1. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.

ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

2. CONTRACTOR TO COORDINATE DRAINAGE SCUPPER LOCATIONS WITH RAILING POST LOCATIONS

PRIOR TO CUTTING CONCRETE CAP. RAILING LAYOUT SHALL TAKE PRECEDENCE OVER SCUPPER

LOCATIONS. FINAL LAYOUT TO BE APPROVED BY OWNER.

3. SEE EXISTING CONDITIONS PLAN FOR VERTICAL AND HORIZONTAL BENCH MARK INFORMATION.

INTEGRAL COLORED CONCRETE:

1 WESTWOOD BROWN

2 AUTUMN BEIGE

REFER TO DETAILS

MATCH

LIN

EM

ATCH

LIN

E

MATCH

LIN

E

MATCH

LIN

E

10+

00

11+00

12+

00

13+00

14+

00

15+00 16+00

17+

00

" H A

R B

O R

P A

R K

"

Exis

tin

g

Buildin

g

FF=

11.3

Pavers

Patio

Bollard

(Typ)

Pavilion

15" Locust

15" Locust

15"

Locust

15" Maple

4-12"Trees

Water Fountain

Grass

Grass

Grass

MH

T.F.=11.27

30"

Sycamore

36" RCP

INV.=2.5

-2

0

-15

1

0

1

1

5

9

1

0

-5

-1

0

-

1

5

1

0

11.39

11.42

9.08

8.94

9.07

8.87

9.02

8.88

9.03

8.94

8.98

8.89

9.00

8.87

8.98

9.04

8.99

8.94

8.91

11.46

10.53

8.94

10.34

10.86

11.53

8.83

8.80

8.81

8.80

8.85

8.86

8.93

8.88

9.138.94

8.95

8.90

8.93

8.90

8.87

8.88

8.82

9.02

11.44

11.45

11.22

10.80

10.63

10.75

10.98

11.37

11.38

11.13

10.72

9.87

11.53

11.95

11.57

11.47

11.44

11.42

10.96

10.02

9.70

9.59

8.86

8.82

8.80

8.91

8.92

9.05

9.72

9.889.90

9.76

9.25

9.11

8.99

8.98

8.90

9.01

10.28

10.43

8.98

8.92

8.98

9.00

8.96

9.02

8.87

8.88

8.80

9.198.91

8.94

9.04

9.00

8.89

6.79

10.08

5.96

1.66

10.77

10.91

11.29

11.12

8.91

9.00

8.96

9.05

8.88

8.96

9.01

8.84

8.83

9.17

9.01

8.85

9.02

11.91

12.33

12.81

13.09

11.97

11.38

11.13

11.11

10.68

12.33

12.8113.06

10.69

9.63

9.63

10.67

13.07

13.31

13.12

10.25 10.24

9.75

9.41

9.43

9.81

12.92

26.43

26.81

MAINTAIN EXISTING FINISHED GRADE

OF BOARDWALK AT CONCRETE

BULKHEAD CAP ELEVATION 9.0 (TYPICAL)

CONNECT ICUT R IVER

FLOW

9.15

9.1

9.15

9.2 9.29.15

9.1

9.09.15

9.15

9.05

9.05

9.059.0

9.05

9.05

9.109.0

9.05

9.0

9.05

9.0

9.3

8.9

8.9

8.9

8.9

8.9

8.9

8.9

8.9

8.98.98.99.2

9.05

8.9

9.0

9.0

9.3

9.5

9.15

9.0

9.0

9.0

8.9

9.09.0

9.0

9.0

9.0

9.05

8.9

9.159.0

9.15

9.0

9.0

9.1

9.0

9

9

9

9

9

9

9

9

9

9

9

9

9

9

SOIL STOCKPILE AREA (TYP.)

PRIMARY STAGING AREA, FINAL

LOCATION AND SIZE TO BE

COORDINATED PRIOR TO

CONSTRUCTION

MATCH LINE AND GRADE

18+

00

19+

00

20+

00

21+

00

2

2

+

0

0

C

o

n

c

S

id

e

w

a

lk

Water

Spout

Hand Hole

Hand Hole

Electric

Vault

12"

Maple

18" Locust

18" Locust

18" Locust

18" Locust

15" Locust

15" Locust

15" Locust

SAN MH

T.F.=12.07

INV.=5.3

10 Clay

D

Grass

Grass

F

l

o

a

t

i

n

g

CCB

T.G.=11.74

INV.=7.5(NW)

TOP OF HOOD=8.7(SE)

CLCB

T.G.=10.57

INV.=6.6(NW)

TOP OF HOOD=7.6(N)

STORM MH

T.F.=10.82

INV.=6.4(S)

INV.=1.6(NE)

INV.=1.7(SW)

1

2

"

R

C

P

1

2

"

S

L

C

P

P

12" RCP

3

6

"

R

C

P

3

6

"

R

C

P

-1

5

1

0

-

1

5

-

1

0

8.98

9.07

9.00

8.98

8.90

9.01

8.97

8.77

8.99

9.02

9.02

8.88

9.04

8.87

8.99

8.88

11.28

11.10

11.31

11.27

11.25

11.31

11.46

11.63

11.91

11.99

8.97

10.70

8.80

8.86

11.12

11.14

8.90

8.93

8.90

8.90

8.88

8.98

11.80

12.00

11.78

11.51

11.42

11.31

11.33

8.99

8.83

9.01

8.86

9.01

8.90

9.01

8.85

9.02

8.85

8.99

8.81

9.02

8.92

9.03

8.90

9.04

8.91

SEDIMENT FILTER FENCE (TYP.)

CONNECT ICUT R IVER

FLOW

9.15

9.15 9.15

9.15

9.15

9.15

9.05

9.05

9.05

9.05

9.05

8.9

8.9

8.9

8.9

8.9

8.9

8.9

8.9

9.0

9.05

9.15

9.0

9.15

9.0

9.15

9.0

9.05

9.05

8.9

9.0

9.15

9.0

9.05

9.0

9.05

8.9

9.0

9.0

9.0

9

9

9

9

9

9

9

9

9

9


OF CONCRETE WALK

SHEET NAME

DATE

GR-1

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

SW

N

E

AUGUST 31, 2020

2708-18

1"=20'

SITE

PLA

N -

GR

AD

ING

AN

D S

EDIM

ENT

& E

RO

SIO

N C

ON

TRO

LS

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

HA

RB

OR

PA

RK

BO

AR

DW

ALK

AN

D H

AN

DR

AIL

IMPR

OVE

MEN

TS

100

HA

RB

OR

DR

IVE

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE

0' 10' 20'

0 1/2" 1"


99

R

EA

LT

Y D

RIV

E

CH

ES

HIR

E, C

T 0

64

10

20

3.2

71

.1

77

3

WW

W.M

MIN

C.C

OM

MATCH

LIN

E

MATCH

LIN

E

MATCH

LIN

E

MATCH

LIN

E

MATCH

LIN

E

MATCH

LIN

E

PROPOSED CONTOUR

EXISTING CONTOUR

PROPPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

70.5

70

70.5

124

LEGEND

INLET PROTECTION

SEDIMENT FILTER FENCE

SOIL STOCKPILE

26+46

2

3

+

0

0

24+

00

25+

00

26+

00

Concrete Steps

G

r

a

s

s

P

a

tio

C

on

c

U

p

p

e

r D

e

ck

Steel Handrail

Post and Glass

Railing

Steel Handrail

Steel Cable

w/Railing on Wall

E

x

istin

g

B

u

ild

in

g

FF=11.9

G

r

a

s

s

Brick

Patio

Pavilion

D

o

c

k

G

a

n

g

w

a

y

Grass

B

ar

CCB

T.F.=8.46

12" RCP

INV.=5.6

9

8.90

8.74

8.63

8.70

8.90

8.70

8.73

8.97

8.93

8.70

8.94

8.94

8.77

8.82

9.00

9.03

8.88

9.00

8.87

11.66

11.72

9.24

9.25

11.67

11.44

11.69

11.73

21.47

21.47

11.56

11.68

11.82

12.18

8.78

8.80

8.77

8.86

8.99

8.93

8.94

8.94

8.98

9.00

8.97

8.97

8.97

9.00

8.75

8.56

8.78

8.96

8.77

8.76

8.70

8.75

8.83

8.82

8.90

9.23

9.41

9.68

9.58

8.42

8.45

8.63

8.94

8.88

8.99

9.34

9.25

8.84

8.86

8.87

8.82

8.84

8.84

8.71

8.72

CONNECT ICUT R IVER

FLOW

9.15

9.1

9.1

9.0

8.7

8.7

8.9

9.0

9.1

9.1

9.1

9.1

9.1

9.09.0

9.0

9.0

8.9

8.9

8.9

8.8

8.9

9.05

9.05

9.05

9.05

8.9

8.9

8.9

8.9

9.15

9.0

9.0

9.0

8.9

8.9

9.1

9.0

9.0

8.9

8.7

9.1

9.0

9.0

8.80

9.0

9

9

9

9

9

9

9

9

MODIFY BOTTOM OF

STAIR ELEVATION TO

ELEVATION SHOWN

MAINTAIN BOTTOM OF

STAIR ELEVATION


1'

50' O.C.

TYPICAL

EXISTING

CURB

TYPICAL PROPOSED GRADING DIAGRAM

9.1

.5%

9.0

8.98.9

BC 9.0BC 9.0

1%

CT RIVER

CT RIVER

25'DRAINAGE

SCUPPER

PROPOSED WALK

EXISTING BOARDWALK

9.0 +/-

9.35 +/-

8.9 +/-

CURB TO REMAIN

VARIES

9.1 +/- BOTTOM OF CURB

.5%

9

9

TYPICAL SECTION - EXISTING VS. PROPOSED

1%

SHEET NAME

DATE

GR-2

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

SW

N

E

AUGUST 31, 2020

2708-18

1"=20'

SITE

PLA

N -

GR

AD

ING

AN

D S

EDIM

ENT

& E

RO

SIO

N C

ON

TRO

LS

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

HA

RB

OR

PA

RK

BO

AR

DW

ALK

AN

D H

AN

DR

AIL

IMPR

OVE

MEN

TS

100

HA

RB

OR

DR

IVE

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE

0' 10' 20'

0 1/2" 1"


99

R

EA

LT

Y D

RIV

E

CH

ES

HIR

E, C

T 0

64

10

20

3.2

71

.1

77

3

WW

W.M

MIN

C.C

OM

PROPOSED CONTOUR

EXISTING CONTOUR

PROPPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

70.5

70

70.5

124

LEGEND

1. CONCRETE WALK SLOPES SHALL BE 1:50 (2%) OR LESS AND THE CROSS

SLOPES SHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT

BE GREATER THAN 1/2 INCH.

2. CONTRACTOR TO VERIFY ELEVATIONS OF DRAINAGE SCUPPERS AT

PLACEMENT OF CONCRETE WALK BASE MATERIAL. ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.

3. PROTECT ROOT ZONES OF EXISTING TREES DURING CONSTRUCTION AS

SHOWN ON PLANS.

GRADING NOTES:

INLET PROTECTION

SEDIMENT FILTER FENCE

MATCH

LIN

E

MATCH

LIN

E

SOIL STOCKPILE

SHEET NAME

DATE

SE

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

AUGUST 31, 2020

2708-18

AS NOTED

SED

IMEN

T A

ND

ER

OSI

ON

CO

NTR

OL

PLA

N

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

HA

RB

OR

PA

RK

BO

AR

DW

ALK

AN

D H

AN

DR

AIL

IMPR

OVE

MEN

TS

100

HA

RB

OR

DR

IVE

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE


99

R

EA

LT

Y D

RIV

E

CH

ES

HIR

E, C

T 0

64

10

20

3.2

71

.1

77

3

WW

W.M

MIN

C.C

OM

TREE PROTECTION

NOT TO SCALE

5' MIN.

DRIP LINE

LIMIT OF CLEARING

AND GRADING

ORANGE PLASTIC

CONSTRUCTION

FENCE 4' HT. MIN.

NOTE:

REFER TO SPECIFICATION - 015639 - TEMPORARY

TREE AND PLANT PROTECTION

CONSTRUCTION ENTRANCE PAD (CE)

NOT TO SCALE

SEDIMENT FILTER FENCE (SFF)

NOT TO SCALE

NOT TO SCALE

NOTES:

1. CONSTRUCTION ENTRANCE PAD SHALL BE INSTALLED AND MAINTAINED

DURING OPERATIONS WHICH GENERATE VEHICULAR TRACKING OF MUD.

NO 3. (2") BROKEN OR CRUSHED

STONE. 12" MINIMUM THICKNESS

FILTER FABRIC ON COMPACTED SUBGRADE

A

S

R

E

Q

U

I

R

E

D

5

0

'

M

I

N

I

M

U

M

E

D

G

E

R

O

A

D

W

A

Y

FENCE POST (TYPICAL)

AMOCO PROPEX SILT STOP

SEDIMENT CONTROL FABRIC OR

APPROVED EQUAL (GEOTEXTILE)

EXISTING

GRADE

BURY END OF GEOTEXTILE

MIN. 6" INTO SOIL

FLOW

1

0

0

°

36"±

12" MIN.

WID

TH

= W

DEPTH

= D

OPTIONAL METAL

HANGING FRAME FOR

TRAFFIC CONDITIONS

1" REBAR FOR BAR

REMOVAL FROM INLET

SILTSACK

DUMP STRAP

DUMP STRAP

2 EACH DUMP STRAPS

EXPANSION RESTRAINT

(1/4" NYLON ROPE, 2"

FLAT WASHERS)

BAG DETAIL

LENGTH = _____

WIDTH = _____

DEPTH = _____

QUANTITY= ___

LEN

GTH

=L

INLET PROTECTION (IP)

10' MIN.

6'-0"

PANELIZED FENCE NOTES:

1. FENCE SCREENING (SCRIM) SHALL BE GREEN.

2. EMBEDDED, SCREENED FENCE SHALL BE UTILIZED AT THE DIRECTION OF THE CONTRACTOR UNLESS

OTHERWISE DIRECTED BY THE OWNER. EMBEDDED POSTS SHALL BE CORED INTO EXISTING SURFACE AND

REPAIRED UPON COMPLETION OF WORK.

3. PANELIZED FENCE SHALL HAVE NO SANDBAGS ON THE EXTERIOR OF THE FENCE AND SHALL BE INTERNALLY

BRACED

4. WHERE PANELIZED FENCE IS APPROVED, EACH STABILIZER BRACKET SHALL BE SECURED WITH TWO (2)

SANDBAGS, MIN. 50 POUNDS EACH.

2 PEG LINE STABILIZER

BRACKET (TYP)

POST 1.900" O.D.

FASTENERS 24"

O.C. AT POSTS

ANCHOR WITH SAND BAGS (TYP)

SELVAGE KNUCKLED

TOP RAIL 1.660" O.D.

INSTALL GREEN FENCE

SCREENING ON ALL PANELS

(SEE NOTE 1)

ANCHOR PANEL WITH HEAVY

GAGE WIRE CLIPS AT ALL

GROMMETS.

POST, 1.900" O.D.

2" MESH, 11 GAUGE,

GALVANIZED CHAIN LINK

FENCE FABRIC, TOP AND

BOTTOM SELVAGE KNUCKLED

BOTTOM RAIL 1.660" O.D.

1 PEG END STABILIZER

BRACKET

NOT TO SCALE

CONSTRUCTION FENCE (CF)

SEDIMENT & EROSION CONTROL SPECIFICATIONS

GENERAL:

THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARY AND/OR

PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS MAY BE REQUIRED, DURING

THE CONSTRUCTION OF THE PROJECT.

IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS NOT TO POLLUTE

ANY WETLANDS, WATERCOURSE, WATERBODY, AND CONDUIT CARRYING WATER, ETC. THE CONTRACTOR

SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA OF EARTH MATERIALS EXPOSED BY CONSTRUCTION

METHODS AND IMMEDIATELY PROVIDE PERMANENT AND TEMPORARY POLLUTION CONTROL MEASURES TO

PREVENT CONTAMINATION OF ADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO

PREVENT, INSOFAR AS POSSIBLE, EROSION ON THE SITE.

LAND GRADING

GENERAL:

1. THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR A COMBINATION OF BOTH, TO

OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:

a. THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWO HORIZONTAL TO ONE

VERTICAL (2:1).

b. THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWO HORIZONTAL TO ONE

VERTICAL (2:1).

c. THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTAL TO FOUR

VERTICAL (1:4).

d. PROVISION SHOULD BE MADE TO CONDUCT SURFACE WATER SAFELY TO STORM DRAINS TO PREVENT

SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILL SLOPES

e. EXCAVATIONS SHOULD NOT BE MADE SO CLOSE TO PROPERTY LINES AS TO ENDANGER ADJOINING

PROPERTY WITHOUT PROTECTING SUCH PROPERTY FROM EROSION, SLIDING, SETTLING, OR CRACKING.

f. NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE PREMISES OF ANOTHER OWNER

OR UPON ADJACENT WETLANDS, WATERCOURSES, OR WATER BODIES.

g. PRIOR TO ANY RE-GRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PLACED AT THE

ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD AND OTHER SEDIMENTS FROM LEAVING THE

SITE.

TOPSOILING

GENERAL:

1. TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOIL MEDIUM HAVING

FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH, AND MAINTENANCE OF VEGETATION.

2. UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BOND WITH TOPSOIL.

3. REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.

4. APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.

MATERIAL:

1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICAL CHARACTERISTICS FAVORABLE TO THE

GROWTH OF PLANTS.

2. TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE.

3. TOPSOIL SHOULD BE RELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES (OVER 1" IN

DIAMETER), LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. IT SHOULD BE

FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, AND QUACKGRASS.

4. AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHT COLORED SUBSOIL

MATERIAL.

5. SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS SUITABLE. AVOID TIDAL

MARSH SOILS BECAUSE OF HIGH SALT CONTENT AND SULFUR ACIDITY.

6. THE pH SHOULD BE MORE THAN 6.0. IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL.

APPLICATION

AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.

SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THE DEPTH SHOWN ON THE

PLANS, DETAILS AND SPECIFICATIONS.

TEMPORARY VEGETATIVE COVER

GENERAL:

1. TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THAT PRODUCE

SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND AREAS WHERE THE ESTIMATED

PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. TEMPORARY VEGETATIVE COVER SHALL BE

APPLIED IF AREAS WILL NOT BE PERMANENTLY SEEDED BY SEPTEMBER 1.

SITE PREPARATION:

1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.

2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.

3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF ONE (1) TON OF GROUND DOLOMITIC

LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).

4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10 PER ACRE (7 LBS.

PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF 10-10-10- (5 LBS. PER 1,000 SQ. FT.)

WHEN GRASS IS FOUR INCHES (4") TO SIX INCHES (6") HIGH. APPLY ONLY WHEN GRASS IS DRY.

5. UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4") INCHES USING A DISK

OR ANY SUITABLE EQUIPMENT.

6. TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON CONTOUR IF SITE IS

SLOPING.

ESTABLISHMENT:

1. SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES (SEE VEGETATIVE

COVER SELECTION & MULCHING SPECIFICATION BELOW). 2. APPLY SEED UNIFORMLY ACCORDING TO THE

RATE INDICATED BY BROADCASTING, DRILLING, OR HYDRAULIC APPLICATION. 3. UNLESS HYDROSEEDED,

COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOIL USING SUITABLE EQUIPMENT. 4.

MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (SEE VEGETATIVE COVER SELECTION & MULCHING

SPECIFICATION BELOW.) APPLY STRAW OR HAY MULCH AND ANCHOR TO SLOPES GREATER THAN 3% OR

WHERE CONCENTRATED FLOW WILL OCCUR.

PERMANENT VEGETATIVE COVER

GENERAL:

1. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECT ARE

COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROM SEDIMENT AND

RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BE APPLIED TO ALL

CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEEN COMPLETED AND A

PERMANENT COVER IS NEEDED.

SITE PREPARATION:

2. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.

3. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.

4. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.

5. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.

6. APPLY FERTILIZER ACCORDING TO SOIL TEST OR:

SPREAD SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 300 LBS. OF 10-10-10 FERTILIZER PER

ACRE (7 LBS. PER 1,000 SQ. FT.); THEN SIX (6) TO EIGHT (8) WEEKS LATER, APPLY ON THE SURFACE AN

ADDITIONAL 300 LBS. OF 10-10-10 FERTILIZER PER ACRE. AFTER SEPTEMBER 1, TEMPORARY VEGETATIVE

COVER SHALL BE APPLIED.

FALL SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 600 LBS. OF 10-10-10 FERTILIZER PER ACRE

(14 LBS. PER 1,000 SQ. FT.).

VEGETATIVE COVER SELECTION & MULCHING

TEMPORARY VEGETATIVE COVER:

PERENNIAL RYEGRASS 3 LBS./1,000 SQ.FT.

(IOLUIUM PERENNE)

PERMANENT VEGETATIVE COVER:

HART'S WEAR 'N TEAR LAWN SEED MIXTURE

35% KENTUCKY BLUEGRASS

35% CREEPING RED FESCUE

20% FIESTA 4 PERENNIAL RYEGRASS

10% EXPRESS II PERENNIAL RYEGRASS

SEEDING RATE: 5 lbs per 1,000 s.f.

TEMPORARY MULCHING:

STRAY OR HAY 70-90 LBS./1,000 SQ.FT.

(TEMPORARY VEGETATIVE AREAS)

WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.

ESTABLISHMENT:

1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TO SEEDING

(EXCEPT WHEN HYDROSEEDING).

2. SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THE SEEDING DATES

(SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. BELOW).

3. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, OR HYDRAULIC

APPLICATION.

4. COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLE EQUIPMENT

(EXCEPT WHEN HYDROSEEDING).

5. MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY MULCHING

SPECIFICATIONS. (SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION BELOW).

6. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATES WHEN

HYDROSEEDING.

7. USE SOD WHERE THERE IS A HEAVY CONCENTRATION OF WATER AND IN CRITICAL AREAS WHERE IT IS

IMPORTANT TO GET A QUICK VEGETATIVE COVER TO PREVENT EROSION.

MAINTENANCE:

1. TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.

2. ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF 10-10-10 FERTILIZER

PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED ACCORDING TO ANNUAL SOIL TESTS.

3. ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3) YEARS OR AS INDICATED BY

SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS PER 1,000 SQ. FT.).

EROSION CHECKS

GENERAL:

1. TEMPORARY PERVIOUS BARRIERS USING BALES OF HAY OR STRAW, HELD IN PLACE WITH STAKES DRIVEN

THROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED TO A FENCE POST AND

BURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECK EROSION

AND REDUCE SEDIMENTATION.

CONSTRUCTION:

1. BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.

2. EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR (4") INCHES.

3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT BARS DRIVEN

THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED

TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.

4. GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3') HIGH FENCE AND

BURIED A MINIMUM OF FOUR INCHES (4") TO THE SOIL. SEAMS BETWEEN SECTIONS OF FILTER FABRIC

SHALL OVERLAP A MINIMUM OF TWO FEET (2').

INSTALLATION AND MAINTENANCE:

1. BALED HAY EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.

2. BALED HAY EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT THE LOCATION

INDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE DEEMED APPROPRIATE DURING

CONSTRUCTION.

3. ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.

4. INSPECTION SHALL BE FREQUENT (AT MINIMUM MONTHLY AND BEFORE AND AFTER HEAVY RAIN) AND

REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.

5. EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO

BLOCK OR IMPEDE STORMWATER FLOW OR DRAINAGE.

SHEET NAME

DATE

SD-1

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

AUGUST 31, 2020

2708-18

AS NOTED

SITE

DET

AIL

S

MID

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TOW

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NEC

TIC

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HA

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IMPR

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MEN

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100

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99

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77

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WW

W.M

MIN

C.C

OM

RESET EXISTING UNIT PAVERS

NOT TO SCALE

REMOVE & RESET UNIT

PAVERS

SWEEP SAND TO FILL

JOINTS

COMPACTED STONE

DUST

EXISTING BASE TO

REMAIN, SUPPLEMENT AS

NEEDED

1 1/2"

INTEGRALLY COLORED CONCRETE MOCK-UP PANEL

1. MOCK-UPS WILL BE REQUIRED FOR ALL COLORIZED CONCRETE SITE FEATURES

2. PROVIDE A MINIMUM PANEL SIZE OF 6' x 6'. PANEL MAY BE DIVIDED FURTHER

TO ACCOMMODATE DIFFERENT WASH TIMES FOR SURFACE RETARDER.

3. SAMPLE PANEL FINISH SHALL BE STIFF BROOMED THEN HAVE SIKA LITHOCAST

SURFACE RETARDER 03 APPLIED PER MANUFACTURER'S SPECIFICATIONS.

4. COLORS AND FINISHES NOTED ABOVE ARE AS MANUFACTURED BY SIKA/L.M.

SCOFIELD CORPORATION. CONTRACTOR MAY SUBMIT EQUIVALENT

SUBSTITUTIONS FOR APPROVAL.

5. INTEGRAL COLOR MANUFACTURER REPRESENTATIVE SHALL BE PRESENT FOR

INTEGRAL COLOR POUR AND SURFACE RETARDER APPLICATION.

WESTWOOD

BROWN

FINISH: 03

SURFACE

RETARDER

AUTUMN

BEIGE

FINISH: 03

SURFACE

RETARDER

1 2

MIN. 6'

MIN

. 6'

EXPANSION JOINT

SCORE JOINT (TYP.)

1

2

NOTE:

1. SCORE JOINTS SHALL BE 2' O.C.

2. EXPANSION JOINTS SHALL BE 30' O.C. AND AT FIXED OBJECTS, SEE DETAIL THIS SHEET

3. SUBGRADE SHALL BE FREE OF TOPSOIL AND DELETERIOUS MATERIAL.

4. FINAL SUBGRADE ELEVATION SHALL BE ACHIEVED USING A SMOOTH EDGED EXCAVATOR

BUCKET AND PROOF ROLLED WITH A LARGE DOUBLE DRUM ROLLER.

5. GEOTECHNICAL ENGINEER TO APPROVE SUBGRADE PRIOR TO CONCRETE PLACEMENT.

6. FULL DEPTH INTEGRAL COLOR TINT TO BE ADDED TO CONCRETE, REFER TO SPECIFICATIONS.

PREPARE MOCKUPS FOR APPROVAL AS SPECIFIED AND DETAILED ON THIS SHEET.

5"

8"

PROCESSED AGGREGATE BASE

INTEGRALLY COLORED CONCRETE WALK,

MINIMUM 4400 PSI CONCRETE, WITH 5-7%

AIR ENTRAINMENT (SEE NOTES BELOW FOR

FULL DEPTH COLOR)

COMPACTED SUBGRADE

INTEGRALLY COLORED CONCRETE PAVEMENT

NOT TO SCALE

X XX

2"

WELDED WIRE FABRIC (W6- 6X6)

EXPANSION JOINT

NOT TO SCALE

FINISHED GRADE

3/8" PREFORMED EXPANSION

JOINT MATERIAL TRIMMED TO

3/8" OF CONCRETE SURFACE

INTEGRALLY COLORED

CONCRETE

EXISTING CONCRETE,

CONDITION VARIES

DOWELED EXPANSION JOINT

NOT TO SCALE

EQEQ

#5 EPOXY COATED STEEL

REINFORCEMENT BAR, 30" O.C.,

18" LONG.

CENTER DOWEL HORIZONTALLY

ON JOINT

3/8" PREFORMED EXPANSION

JOINT MATERIAL TRIMMED to 3/8"

OF CONCRETE SURFACE

DOWEL SLEEVE - SPEED DOWEL

PSD09/#5TX OR EQUAL

5"

2

1 2

"

NOTE:

1. DETAIL SHALL APPLY FOR ALL COLORIZED CONCRETE EXPANSION JOINTS

2. (4) DOWELS PER JOINT TYPICAL AT 10' WIDE SIDEWALKS

3. SWEEP ALL EXPANSION JOINTS WITH COLOR MATCHED POLYMERIC SAND.

5"

FINISHED GRADE OF INTEGRALLY

COLORED CONCRETE WALK

FLUSH

IF NECESSARY, GRIND SMOOTH BOTTOM OF

SCUPPER CHANNEL PRIOR TO RESURFACING

EXISTING CONCRETE CAP

CONCRETE CAP BEYOND

1

2

" PREFORMED EXPANSION JOINT

TRIMMED

1

4

" FROM FINISHED GRADE

0.5% PITCH

1'-6"

DRAINAGE SCUPPER DETAIL

NOT TO SCALE

SECTION

ELEVATION

CONCRETE CAP (TYP.)

FINISHED GRADE OF INTEGRALLY

COLORED CONCRETE WALK

5"

CUT AND REMOVE SECTION OF

CONCRETE CAP

PRIOR TO RESURFACING:

· ENSURE BOTTOM OF SCUPPER CHANNEL IS

FREE OF DEFECTS THAT WOULD IMPEDE

FLOW OF WATER

· FILL ANY SAW BLADE CUTS DEEPER THAN

1

4

"

ALUMINUM PICKET

RAILING SYSTEM

(ABOVE)

LESS TH

AN

4"

OPEN

IN

G

BOTTOM RAIL

1'

ALUMINUM PICKET

RAILING SYSTEM

xx xx

FINISHED GRADE

3/8" WIDE X 1/2"

DEEP GROOVE

CONCRETE SIDEWALK

OR COLORIZED

CONCRETE - SEE

DETAILS THIS SHEET

NOTE:

REFER TO PLANS FOR

SCORE PATTERN

SCORE JOINT - TOOLED

NOT TO SCALE

NOTE:

1. SCORE JOINTS SHALL BE 2' O.C.

2. EXPANSION JOINTS SHALL BE 30' O.C. AND AT FIXED OBJECTS, SEE DETAIL THIS SHEET

3. SUBGRADE SHALL BE FREE OF TOPSOIL AND DELETERIOUS MATERIAL.

4. FINAL SUBGRADE ELEVATION SHALL BE ACHIEVED USING A SMOOTH EDGED EXCAVATOR

BUCKET AND PROOF ROLLED WITH A LARGE DOUBLE DRUM ROLLER.

5. GEOTECHNICAL ENGINEER TO APPROVE SUBGRADE PRIOR TO CONCRETE PLACEMENT.

6. FULL DEPTH INTEGRAL COLOR TINT TO BE ADDED TO CONCRETE, REFER TO SPECIFICATIONS.

PREPARE MOCKUPS FOR APPROVAL AS SPECIFIED AND DETAILED ON THIS SHEET.

5"

8"

PROCESSED AGGREGATE BASE

CONCRETE HAUNCH ON BACKSIDE OF WALK

ONLY

COMPACTED SUBGRADE

INTEGRALLY COLORED CONCRETE

PAVEMENT WITH HAUNCH

NOT TO SCALE

CONDITION VARIES - SEE PLAN

LAWN = 6" MIN. TOPSOIL, 1" BELOW

FINISHED GRADE OF CONCRETE WALK

6"

12"

8"

4"

4"

MIN

.

2"

X XX

WELDED WIRE

FABRIC (W6-6X6)

INTEGRALLY COLORED CONCRETE WALK,

MINIMUM 4400 PSI CONCRETE, WITH 5-7%

AIR ENTRAINMENT (SEE NOTES BELOW FOR

FULL DEPTH COLOR)

1

2

" CHAMFER

8"

TYPICAL RAILING AND CONCRETE CAP IMPROVEMENTS

NOT TO SCALE

REMOVE AND DISPOSE

OF EXISTING RAILING

SYSTEM

REMOVE AND REINSTALL

BOAT CLEATS

FILL AND REPAIR

DAMAGED CONCRETE

CAP. (LOCATION VARIES)

REPAIR CRACKS GREATER

THAN

1

4

" WIDE.

CUT POST SLEEVE FLUSH

TO CONCRETE, FILL

HOLES WITH NON

SHRINK GROUT, TYPICAL

ALL POSTS

NATIVE FILL

WARNING TAPE

12"

4"

3' M

IN

.

4"

BEDDING SAND

CONDUIT PER DRAWINGS &

SPECIFICATIONS

SEE PLANS FOR SURFACE FINISH

TYPICAL ELECTRICAL TRENCHING & BACKFILLING

NOT TO SCALE

NOTE:

1. CONTRACTOR TO EXCAVATE ONLY AS NEEDED TO SAWCUT TOP OF EXISTING CURB.

2. VERIFY IN THE FIELD (V.I.F.) INTEGRALLY COLORED WALK FINISHED GRADES TO DETERMINE

SAWCUT LIMITS AND CONCRETE REMOVAL.

5"

REMOVE PORTION OF CONCRETE CURB

INTEGRALLY COLORED CONCRETE PAVEMENT AT

EXISTING CURB

NOT TO SCALE

X XX

SAWCUT CONCRETE CURB,

COLD JOINT WITH NEW

CONCRETE

CONCRETE CURB TO REMAIN

INTEGRALLY COLORED

CONCRETE WALK

8" ±

V.I.F.

EXISTING LIGHTPOLE TO REMAIN

BUMP-OUT IN CONCRETE CURB TO

REMAIN, SHAPE AND DIMENSIONS

VARY PER LOCATION

BEVEL AT FACE OF CURB

SAWCUT CONCRETE TO ALLOW FOR

LIGHTPOLE AND FOUNDATION TO REMAIN

EXISTING LIGHTPOLE AND CONCRETE

CURB

NOT TO SCALE

18"

6"

NOTE:

1. ALL PIECES SHALL BE 6'-0" LONG EXCEPT FOR CLOSURES WHERE NO PIECE LESS THAN 4'-0" LONG SHALL BE USED.

2. USE 1/2" PREFORMED EXPANSION JOINT FILLER SPACED NOT MORE THAN 20'-0" O.C. .

SPECIFICATIONS.

CONCRETE STRENGTH - 4000 psi.

WEIGHT - 125 LBS/LINEAR FOOT.

REINFORCED WITH 2-#3 DEFORMED REINFORCED BARS.

AIR ENTRAINMENT - 5-7%.

2x6 REBAR - CONNECTING PINS.

PRECAST CONCRETE CURB

NOT TO SCALE

X XX

CONCRETE CURB BELOW GRADE TO

REMAIN, CUT BACK AS NEEDED TO

ACCOMMODATE PRECAST CURB

INSTALLATION

INTEGRALLY COLORED

CONCRETE WALK

4000 PSI PRECAST

CONCRETE CURB

1" RADIUS

6"

6"

COMPACTED GRAVEL

LAWN

8"

HOLD LAWN 1"

BELOW TOP OF CURB

SHEET NAME

DATE

SD-2

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

AUGUST 31, 2020

2708-18

AS NOTED

SITE

DET

AIL

S

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

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100

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3.2

71

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77

3

WW

W.M

MIN

C.C

OM

PICKET RAILING SYSTEM - EXAMPLE

NOT TO SCALE

TOP RAIL TO BE ROUND,

NOT SQUARE AS SHOWN

PROVIDE BASE PLATE

SKIRT

NOT TO SCALE

ALUMINUM PICKET RAILING SYSTEM

NOTES:

1. AS MANUFACTURED BY: HOLLAENDER ARCHITECTURAL RAILING SYSTEMS

MODEL: INTERNA-RAIL WITH PICKET INFILL

COLOR: TBD

OR APPROVED EQUAL

2. CONTRACTOR SHALL PROVIDE DETAILED FIELD MEASUREMENTS TO ENSURE

CORRECT LAYOUT AND PARTS OF RAILING SYSTEM. FIELD MEASUREMENTS

SHALL BE INCLUDED IN SHOP DRAWING REVIEW.

3. SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING OR

FABRICATING RAILING SYSTEM

NOT TO SCALE

ALUMINUM RAILING AND BASE PLATE DETAIL

NOTES:


BASE PLATE MODEL: #142 WITH #242 COVER/ INTERNAL FLANGE

COLOR: TO MATCH RAILING

OR APPROVED EQUAL

2. MINIMUM EMBEDMENT FOR ANCHOR RODS SHALL BE 4

1

2

". ANCHORING

HARDWARE PROVIDE BY CONTRACTOR.

3. PROVIDE BASE PLATE SKIRT TO HIDE MOUNTING HARDWARE AND BASE PLATE.

4. BASE PLATE COLOR TO MATCH RAILING.

5. ALL EXPOSED HARDWARE TO MATCH RAILING COLOR.

6. PROVIDE AND INSTALL ANCHORAGES IN ACCORDANCE WITH THE

REQUIREMENTS OF THE SUPPLEMENTAL SPECIFICATION FOR ADHESIVELY

BONDED ANCHORS AND DOWELS. USE AN ADHESIVE BONDING SYSTEM THAT

HAS A MINIMUM BOND STRENGTH OF 1.5 KSI. FIELD TESTING OF THE

ANCHORAGES IS NOT REQUIRED.

RAILING BASE PLATE- SEE DETAIL

THIS SHEET.

1'-6"

5"

9"

CONCRETE CAP

C RAILING

L

NOTES

1. BASE PLATES SHALL BE INSTALLED ON EXISTING CONCRETE CAP.

2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL.

3. PROVIDE BASE PLATE SKIRT TO HIDE MOUNTING HARDWARE AND BASE PLATE.

4. BASE PLATE COLOR TO MATCH RAILING.

5. ALL EXPOSED HARDWARE TO MATCH RAILING COLOR.

6. PROVIDE AND INSTALL ANCHORAGES IN ACCORDANCE WITH THE REQUIREMENTS OF THE

SUPPLEMENTAL SPECIFICATION FOR ADHESIVELY BONDED ANCHORS AND DOWELS. USE

AN ADHESIVE BONDING SYSTEM THAT HAS A MINIMUM BOND STRENGTH OF 1.5 KSI.

FIELD TESTING OF THE ANCHORAGES IS NOT REQUIRED.

TYPICAL ALUMINIUM RAILING BASE PLATE LOCATION DETAIL

NOT TO SCALE

4"

CUT EXISTING SLEEVE -

CONTRACTOR TO MEASURE AND

COORDINATE NEW POST

LOCATIONS TO REDUCE CONFLICTS

WITH CUT SLEEVES.

PLATE MOUNTED POST.

SEE DETAIL (THIS SHEET)

NOT TO SCALE

ALUMINUM PICKET RAILING SYSTEM - GATE

NOTES:


GATE COLOR: TO MATCH RAILING SYSTEM

OR APPROVED EQUAL

2. GATE OPENING SHALL BE 5' MINIMUM CLEAR.

3. SUBMIT SHOP DRAWINGS FOR GATE, LATCH, HINGES AND ALL ASSOCIATED

HARDWARE.

4. LATCH SHALL BE KEYED AND LOCKABLE WITH PAD LOCK. PAD LOCK TO BE

FURNISHED BY THE CITY.

5. ALL GATE LOCATIONS SHALL SWING OUTWARD AND AWAY FROM RIVER.

6. SEE PLANS FOR LOCATIONS.

3/4"Øx10'-0" LONG COPPER

GROUND ROD; LOCATE ADJACENT

TO FOUNDATION

INSULATED COPPER GROUND

WELDED TO INTERNAL LUG

IN POLE. SIZE IN ACCORDANCE

WITH NFPA 70

LIGHT POLE FOUNDATION DETAIL - ADD ALT. NO.1

18"

SQUARE

PVC CONDUIT STUBBED 1"

ABOVE UNIT FOUNDATION,

NUMBER AND SIZE AS

REQUIRED

60"

CONCRETE

(4,000 PSI)

2"- RMC

GALVANIZED OR AS PER

ELECTRICAL DRAWINGS

#4 TIES @ 12"

O.C. W/2 @ TOP

ANCHOR BOLTS AND

ASSOCIATED HARDWARE

SUPPLIED BY CONTRACTOR

NOTES:

1. PROVIDE SHOP DRAWINGS FOR APPROVAL

2. MATCH EXISTING POLE BOLT PATTERN AND

SIZES.

3. CONTRACTOR TO PROVIDE ALL ANCHORS

AND HARDWARE.

1" CHAMFER

3" TYP.

(6) #6 VERTICAL

BARS

3" COVER

#4 TIES @ 12" O.C.

(6)-#6 VERTICAL BARS

18"SQUARE CONCRETE FOOTING

N.T.S.

PLAN

FINISHED GRADE

SHEET NAME

DATE

BR

PROJECT NO.

DESIGNED

MTD

SCALE

DRAWN

NKCHECKED

MTD

AUGUST 31, 2020

2708-18

AS NOTED

BO

RIN

G L

OG

S

MID

DLE

TOW

N, C

ON

NEC

TIC

UT

HA

RB

OR

PA

RK

BO

AR

DW

ALK

AN

D H

AN

DR

AIL

IMPR

OVE

MEN

TS

100

HA

RB

OR

DR

IVE

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE


99

R

EA

LT

Y D

RIV

E

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ES

HIR

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T 0

64

10

20

3.2

71

.1

77

3

WW

W.M

MIN

C.C

OM

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GENERAL NOTES HARBOR PARK BOARDWALK AND HANDRAIL …