environmental permit plans state project 000-999 … · location plan 000-999 a town in ct title...

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AD

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CLA

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MT

HU

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AN

NETTE

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AST

MA

BE

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STACEY

ROAD

JO

HNS

ON

DRIV

E

ROAD

ROAD

RO

AD

ROAD

CAPIT

OL

A

B

ULLET

HIL

L

RD.

CA

NN

ON

DR.

PADANA

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M

RO

AD

RD.

EAST

GOLD

EN

HGTS

ROAD

GATE

B

rook

37

PEMBROKE T

ER.

EAS

T

PE

MB

RO

KE

.

SHOREVIEW

CH

AR

LO

TT

E'S

WA

Y

FIE

LDST

ONE

DR.

DISTRICT 1 DISTRICT 2

DISTRICT 3

DISTRICT 4

GENERAL NOTES:

WOODSTOCK

THOMPSON

ASHFORD EASTFORD

POMFRET

BROOKLYN

HAMPTONCHAPLINMANSFIELD

PUTNAM

STERLINGPLAINFIELD

CANTERBURY

SCOTLAND

WINDHAM

LEBANON

HEBRON

EAST

HAMPTON COLCHESTER

GRISWOLD

STONINGTON

STONINGTONNORTH

LEDYARD

WATERFORD

MONTVILLE

BOZRAH

FRANKLIN

EAST

LYME

SALEM

SPRAGUE

LISBON

EAST HADDAM

LYMECHESTER

ESSEX

OLD

CLINTON

COLUMBIA

HADDAM

KILLINGWORTH

WESTBROOK

DEEP RIVER

LYME

MARLB

ORO

UG

H

VOLUNTOWN

PORTLAND

PRESTON

REDDING

NEW

FAIRFIELD

BETHEL

NEWTOWN

BROOKFIELD

ROXBURY

SOUTHBURY

OXFORD

WOODBURY

SHERMAN

NEW

MILFORD

KENT

SHARON GOSHEN

WARREN

WASHINGTONBETHLEHEM

MORRIS

LITCHFIELD

HARWINTON

WATERTOWN

CANAAN

NORTH

NORFOLK

CORNWALL

COLEBROOK

WINCHESTER

HARTLAND

BARKHAMSTED

NEW

HARTFORDCANTON

GRANBY

SUFFIELD

EAST

GRANBY

SIMSBURY

AVON

SEYMOUR

ANSONIA

DERBY

PROSPECT

PLYMOUTH

BURLINGTON

FARMINGTON

CANAAN

RIDGEFIELD

SALISBURY

WALLINGFORD

WO

OD

BRID

GE

BETHANY

HAMDEN

SHELTON

MONROE

EASTON

WESTON

WILTON

CANAAN

NEW

GREENWICH

DARIEN

WESTPORT

FAIRFIELD

TRUMBULLORANGE

MILFORD

STR

ATFO

RDBRIDGEPORT

EAST H

AVEN

BRANFORD

GUILFORD

NORTH

BRANFORDHAVEN

NORTH

NAUGATUCK

MIDDLEBURY

MADISON

NORWALK

WEST H

AVEN

SAYBROOK

OLD

LONDON

NEW

WATER

BRIDGE-

FALLS

BEACON

MIDDLETOWN

MERIDEN

CHESHIRE

SOUTHINGTONWOLCOTT

BRISTOL PLAINVILLE

CROMWELLBERLIN

BOLTON

GLASTONBURY

ANDOVER

MANCHESTER

HARTFORD

BRITAIN

NEW

HARTFORD

WEST EAST

BLOOMFIELD

WINDSOR

SOUTH

WINDSOR

WINDSOR

EAST

ENFIELD SOMERS STAFFORD UNION

WILLINGTON

TOLLAND

ELLINGTON

VERNON

COVENTRY

DURHAM

NE

WIN

GT

ON

LOCKS

WINDSOR

FIELD

MIDDLE-

WETHERSFIELD

STATE OF CONNECTICUT

N

DE

PA

RT

ME

N

TOF TRAN

S

PO

RT

ATI

ON

C

ONNECTICUT

M A S S A C H U S E T T S

RH

OD

E

IS

LA

ND

N

E

W

Y

O

R

K

TORRINGTON KILLINGLY

GROTON

STAMFORD

DANBURY

WATERBURY

N

DE

PA

RT

ME

NT

OF TRANS

PO

RT

ATI

ON

C

ONNECTICU

T

PROJECT LOCATION

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION


OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

SCALE AS NOTED

12/30/2016

BLOCK:

SIGNATURE/

...\HW_MSH_TTL_PMT-1 title.DGNPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

SCALE: 1" -500'

PMT-01

LOCATION PLAN

000-999 A TOWN IN CT

TITLE SHEETA ROAD AND B STREET

ROUTE ZZ

ROADWAY IMPROVEMENTS

STA. 32+00

NO. 000-999

END STATE PROJECT

STA. 11+00

NO. 000-999

BEGIN STATE PROJECT

DESIGNED BY:

DETAIL SHEET PMT-09

WETLAND IMPACT PLAN PMT-06-08

GENERAL SITE PLAN PMT-03-05

INDEX PLAN PMT-02

TITLE SHEET PMT-01

DRAWING TITLE DRAWING NO.

LIST OF DRAWINGS

CITY OF ___________

A ROAD AND B STREET

ROUTE ZZ AT

STATE PROJECT 000-999

ENVIRONMENTAL PERMIT PLANS

PLAN DATE: AUGUST 7, 2016

CONTROL GUIDELINES AND THE 2004 STORMWATER QUALITY MANUAL.

AND EROSION CONTROL MEASURES IN ACCORDANCE WITH THE 2002 EROSION & SEDIMENTATION

SECTION 1.10 AND WILL ALSO FOLLOW BEST MANAGEMENT PRACTICES (BMPs) AND SEDIMENT

STANDARD SPECIFICATIONS FOR ROADS, BRIDGE, AND INCIDENTAL CONSTRUCTION, FORM 817,

5. ALL CONSTRUCTION ACTIVITIES WILL BE CONDUCTED IN ACCORDANCE WITH THE DEPARTMENT'S

VERTICIAL DATUM BASED ON NAVD OF 1983.

4. 400 FOOT GRID BASED ON CONNECTICUT COORDINATE SYSTEM N.A.D. 1983

SECTIONS OF THE PERMIT APPLICATION.

3. FOR A DESCRIPTION OF THE WATERCOURSES, WETLAND AND WETLAND SOILS SEE RELEVANT

CHANGES TO THE DESIGN THAT WILL AFFECT REGULATED AREAS.

2. THE DEPARTMENT OF TRANSPORTATION WILL ONLY SUBMIT REVISIONS TO DEEP AND ACOE FOR

PLANIMETRIC INFORMATION AND PAYMENT REFER TO THE APPLICABLE CONTRACT DOCUMENTS.

HOLD AUTHORITY FOR ALL ACTIVITIES CONCERNING THE REGULATED AREA. FOR DETAILED

1. THESE PLANS ARE INTENDED ONLY FOR ENVIRONMENTAL PERMITTING PURPOSES. THESE PLANS

44

2027

7

44

6

8

1

5

2027

6

9

2

91

95

95

95

84

395

84

84

HAVEN

NEW

HARTFORD

NORWICH

THOMASTON

HILLROCKY

SAMPLE PROJECT USED FOR PLANS

show work in the regulated area. ie. 1"=20'; 1"=40')

additional sheets which show the specific impact areas (at a scale that can clearly

project map can be shown (reduced scale, similar to the index plan) along with

NOTE: For alternative layouts of long linear projects with few impact areas, an overall

sample set of plans.

NOTE: This sample project has been altered from the actual project to produce this

Any associated impacts for stormwater control are to be included.

need for stormwater control and ensure enough area for the contractor to incorporate.

and include any impacts due to project related utility work. In addition, evaluate the

resources. The designer should also evaluate utility work needed as part of the project

needs to perform the work, while trying to minimize the disturbance to the wetland

Engineering judgement should be used to determine the amount of area the contractor

construction and activities related to the project, both temporary and permanent.

Environmental impact areas include ALL areas to be impacted due to the project

(CT PGP)

Programmatic General Permit Army Corps of Engineers Connecticut Addendum

US Army Corps of Engineers Pre-Contruction Notice (PCN [former USACE Cat 2])

(must be ezFile)

DEEP GP for Stormwater & Dewatering Wastewaters from Construction Activities

General Permit for Water Resource Construction Activities (IWRD GP)

The following permits are anticipated for this project:

species is included in the project.

staging plans, flood impact plans, or planting plans were required. Control of invasive

approx. 0.24 ac. of wetland impacts. For this specific project, no water handling,

This specific project includes roadway realignment, storm drainage improvements, and

The following sample is a roadway improvement project approximately 2,100 feet long.

GUIDE FOR THE DEVELOPMENT OF THEPERMIT PLAN SET

NEED TO MATCH WITHIN PLAN SET)

6. PLAN DATE (LATEST REVISION DATE OF SHEET. DATES DO NOT

5. SIGNATURE BLOCK FOR CONSULTANT ENGINEER, IF NEEDED.

AS APPROPRIATE FOR THE PROJECT)

4. GENERAL NOTES 1-5 (ADDITIONAL NOTES MAY BE ADDED

3. GENERAL INDEX FOR "LIST OF DRAWINGS"

CALL-OUT PROJECT LOCATION

2. STATE OF CONNECTICUT MAP WITH TOWN SHADED AND

END OF PROJECT (PROJECT LIMITS).

1"=1000'). FOR LATERAL PROJECTS, DEPICT BEGINNING AND

PROJECT LOCATION AND NEARBY CROSS STREETS (EX. 1"=500',

1. LOCATION PLAN AT AN APPROPRIATE SCALE THAT SHOWS

TITLE SHEET:

5. FLOW ARROWS (EXISTING AND PROPOSED)

FEMA LINES. LABEL "MAPPED FEMA 100-YR FLOOD LIMIT"

C) IF NO CALCULATIONS WERE PERFORMED, SHOW MAPPED

"EXISTING 100-YR FLOOD (CALCULATED)"

B) OTHERWISE, SHOW HYDRAULIC ANALYSIS ELEVATION. LABEL

"FEMA 100-YR FLOOD (CALCULATED)"

A) CALCULATED ELEVATION ON A FEMA MAP GOVERNS. LABEL

CALL-OUT AS FOLLOWS:

LIMITS NOT NECESSARY ON PLANTING PLAN).

4. SHOW FLOOD LIMIT LINES ON PLAN VIEWS (IF PRESENT) (FLOOD

3. SHOW ORDINARY HIGH WATER (OHW)

NOT NECESSARY ON INDEX PLAN)

(SCS). (SCS NOT NECESSARY ON PLANTING PLAN. CUT/FILL AND SCS

2. SHOW CUT/FILL LIMITS AND SEDIMENTATION CONTROL SYSTEM

1. WETLAND LIMITS BOLD (NOT SCREENED)

ON ALL OTHER PLAN VIEWS:

WEBPAGE UNDER "PERMITTING PROCESS"

PLAN CHECKLIST FOUND ON THE WATER & NATURAL RESOURCES

THE DEPARTMENT'S OFFICE OF ENVIRONMENTAL PLANNING'S PERMIT

NOTE: FOR ADDITIONAL ENVIRONMENTAL INFORMATION, SEE ALSO

BLOCK FORCONSULTANTSTAMP ANDSIGNATURE

15'' R

CP

15'' RCP

DBL YELLOW

DBL YELLOW

DBL YELLOW

DBL YELLOW

DBL YELLOW

DBL YELLOW

DBL YELLOW

DB

L

YE

LL

OW

SOLID WHITE

SOLID WHITE

SOLID WHITE

SOLID WHITE

SOLID WHITE

SOLID WHITE

#1589

SNET

#1588

SNET

#1694

SNET

#1589s

SNET#1587

SNET

#1586SNET#1585

SNET

#1584

SNET

#1583

SNET

#1581

SNET#1580

SNET

DOGWOOD

3"

MAPLE

30"

MAPLE

30"

MAPLE

30"

MAPLE

30"CHERRY

2"

CHERRY

2"

BLACK BIRCH

TRIPLE

3-12"

HEMLOCK

6"CHERRY

3"

CHERRY

3"

SPRUCE

3"

BLACK BIRCH

TRIPLE

2-12"

BILLBOARD

BILLBOARD

BILLBOARD

BILLBOARD

OAK

72"

ASH

36"

OAK

18"

MAPLE

24"

MAPLE

24"

MAPLE

24"

STUMP

24"

STUMP

36"

OAK

36"

STUMP

36"

SPRUCE

12"

ASH

36"MAPLE

36"

ASH

24"

HICKORY

15"HICKORY

12"

MAPLE

24"

MAPLE

12"

MAPLE

20"MAPLE

20"

HICKORY

20"ASH

24"MAPLES

15"

MAPLE

24"MAPLE

12"

MAPLE

24"

MAPLES

15"

MAPLE

36"

HICKORY

12"

SHED

WOOD

SHED

WOOD

SHED

WOOD

#15

WOOD

2 STY

WOOD

3 STY

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C-L'' CB

''C-L'' CB

''C-L'' CB

''C'' CB

''C'' CB

HH

SIGN

& WALL

PILLAR

STONE

CONC WALLCONC WALL

10''SEWER

10''SEWER

10''SEWER

10''SEWER

10''S

EW

ER

APPROX. LOC. 36" MAIN





A

PP

RO

X.

LO

C.

WA

TE

R

MAIN

(PAVED OVER)

SAN MH

APP

RO

X. L

OC. C

L&P

DU

CT

A

PP

RO

X.

LO

C. (A

T&

T) D

UC

T

WALL

CO

NC

WALL

RET

RE

T

WA

LL

CO

NC

RET WALL

CONC

RET WALL

CONC

BOARD FENCE

WALL

RET

B.M. 99

RR Spike in 36" Map

le

Elev. 606.61

NGVD 1929

B.M. 100

CHISEL SQUARE IN CORNER OF CONC.PAD

Elev. 605.832

NGVD 1929

SNET#1583

SNET#1581

36"MAPLE 30"

OAK

24"ASH

20.36'

16.12'

43.02'

TO NEWFAIRFIELD

TO I-84 ROUTE 37

MAG NAIL

N=218744.085E=401811.120

CP-18

CP-19

N=219059.646E=401572.549

CP-19

116.6

6'19.5

0'

23.0

8'

ROUTE 37

TO NEWFAIRFIELD

TO I-84

BA

RN

UM

RD

SNET#1586SNET

#1585

18"TWIN

MAPLE

SPIKE

BT=620.38

FL=620.38(S)

FL=620.48(N)

FL=622.08(E)

FL=622.38(W)

TF=626.38

1'X6" T

ROUGH

TROUGH

1'X2' C

ONC

12'' R

CP

BT=619.74

FL=621.64

TF=625.34

18'' RCP

OLD STEPS

BURIED UNDER

TROUGH IS

OF OUTLET

NO EVIDENCE

STEPS

CONCTOP=603.56 SAN MH

N=219455.805E=401452.011

CP-20

FL=627.81

FL=599.81

FL=602.61

TOP=617.97

WELL

TOP=612.65

WELL

FL=586.20

BT=607.96

FL=607.96(S)

FL=608.06(N)

TF=613.06

BT=618.38

ACCESS 24"

CANNOT

FL=620.38(W)

FL=620.28(E)

TF=623.88

24'' RCP

ACCESS

CANNOT

TF=608.00

24'' RCP

BT=600.29

FL=600.79(W)

FL=601.29(E)

FL=601.29(N)

TF=605.79

FL=614.28

BT=605.89

FL=606.19(W)

FL=606.39(E)

TF=610.69

24'' R

CP

36'' C

MP

BT=601.91

FL=603.21

TF=608.51

18'' RCP

TOP=623.04

WELL

24'' R

CP

42'' R

CP

BT=600.62

FL=601.72(W)

FL=602.02(E)

TF=605.62

15'' R

CP

15'' R

CP

BT=600.71

FL=601.41

TF=605.71

15'' RCP

BT=600.02

FL=601.02(N)

FL=601.22(S)

FL=601.32(E)

FL=601.32(W)

TF=605.82

18'' RCP

15'' R

CP

BT=609.34

FL=611.34(W)

FL=611.14(E)

TF=614.3415'' R

CP

LOCATED

NOT

INLET

''C'' CB

15'' CMP

BT=594.13

FL=594.63(S)

FL=595.73(E)

FL=595.83(N)

TF=598.73

24'' RCP

15'' C

MP

BT=621.24

FL=621.69

TF=624.44

BT=599.39

FL=599.59

TF=603.89

24'' C

MP

BT=588.26

FL=588.36(W)

FL=589.06(S)

TF=591.46

15'' C

MP

12'' CMP

FL=577.25

EARTH DI

TCH

EART

H

DIT

CH

''C'' CB

ACCESS

CANNOT

JUNCTION

UNDERGROUND

FIELD LOC. WETLANDS

FIELD LOC. WETLANDS

#1

FLAG

#2

FLAG

#3

FLAG

#4

FLAG

#5

FLAG#6

FLAG

#7

FLAG

#8

FLAG

#9

FLAG

#10

FLAG#11

FLAG

#12

FLAG

#13

FLAG

#14

FLAG

#15

FLAG

#16

FLAG

#17

FLAG

15'' R

CP

15'' RCP15'' R

CP

TOP=619.72

SAN MH

#666?

CL&P#6665

CL&P

#6666

CL&PNO #

UPO

#6669

CL&P

#6670

CL&P

POST

WOOD

BO

AR

D

FE

NC

E

BOARD FENCE

FILL PIPE

5" PIPE

CP 61

CP 63

CP 55

CP 54

WALL

RETAINING

ROW MAP 34 - 05 SH 3 OF 4

1006/548

3 JOHNSON DR

JAMES W DIGIACOMO

N/F

1227/0541

2 BARNUM ROAD

DEBORAH MACE

LINN E. MACE II &

N/F

204/523

BARNUM RD

OF AMERICA

UNITED STATES

N/F

E PEMBROKE RD

UNITED STATES OF AMERICA

N/F

AP

PR

OX.

ST

RE

ET

LIN

E

AP

PR

OX.

ST

RE

ET

LIN

E

APPROX. STREET LINE

APPROX. STREET LINE

APP

RO

X. S

TR

EE

T

LIN

E

APP

RO

X. S

TR

EE

T

LIN

E

APPROX. STREET LINE

APPROX. STREET LINE

917/999

PEMBROKE RD

ROGER L. CROSSLAND

N/F

THE CITY OF DANBURY

FOR PIPELINES, IN FAVOR OF

SUBJECT TO A 50' EASEMENT

AP

PR

OX.

ST

RE

ET

LIN

E

1845/898

2 PEMBROKE TER

ET AL

RANDALL WADE, JR.

N/F

1883/1160

31 PEMBROKE RD

PEMBROKE REALTY, LLC

N/F

2076/558

29 PEMBROKE RD

QASIM RAZA

N/F

STATES OF AMERICA

OF THE UNITED

D.R.O.W. IN FAVOR

SUBJECT TO A 25'

302/174

4 PEMBROKE TER

ET AL

GERALD J. NAVES, JR.

N/F

1035/0906

1 JOHNSON DRIVE

ET AL

TIMOTHY B. COYLE

N/F

ENI

L

TE

ER

TS .

XO

RP

PA

(34-45-4)

CONNECTICUT

OF STATE OF

10' D.R.O.W. IN FAVOR

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

2018/385

5 JOHNSON DR

FAYE EILEEN CAWLEY

N/F

(FND)CHD

N/F

CHD

N/F

CHD

CHD N/F

N/FCHDN/F

CHD

N/FCHD

N/F

CHD

N/F

CHD

CO

NC

HE

AD

WALL

#1723

SNET

#1725

SNET #1725 S

SNET

#1575 S

SNET

42.79'

73.95' 56.

45' S

TA

CE

Y

RO

AD

#4048

CL&P

OAK

30" MAPLE

12"

MAPLE

24"

HICKORY

15"

MAPLE

36"

MAPLE

15"

HICKORY

15"

ASH

12"

MAPLE

20"

MAPLES

24"

''C'' CB

& WALL

PILLAR

STONE


(PAVED OVER)SAN MH

(PAVED OVER)SAN MH

B.M. 75

RR Spike in 20" Map

le

Elev. 598.57

NGVD 1929

CP-18

BT=593.42

FL=593.62(W)

FL=593.82(N)

TF=597.72

BT=582.28

FL=578.81(W)

FL=580.22(N)

TF=582.29

Elev. 614.12

B.M. 98

R.R. Spike in 36" Mapl

e.

Based On NGVD Of 1929

SIGN

SIG

N

SIGN

SIGN

SIGN

SIGN

SIGN

STONE RET WALL

STONE RET WALL

STONE RET WALL

(UNNAMED STREAM)

(UNNAMED STREAM)

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'CL' CB

STORM MH

MH'S

STORM

STORM MH

18'' P

VC

15"

RC

P

15" RCP

15'' RCP15'' RCP

15'' RC

P

12'' A

CC

MP

12'' P

VC

PV

C

12''

12" P

VC

12" P

VC

12" P

VC

12'' P

VC

12'' P

VC

12'' P

VC

15" CPP

15" CPP

15" CPP

15" C

PP

CPP

15"

15" CPP

15"

CP

P

15"

CPP

CPP 15

"

EN

DW

ALL

CO

NC

BLO

CK

15'' C

MP

12'' CMP

12'' CMP

DIT

CH

'C' CB

DBL

'C' CB

DBL

'C' C

BDBL

DBL 'C' CB

DBL 'C' C

B

'CL' CB

'CL' CB

15'' A

CC

MP

15'' P

VC

15'' P

VC

15'' C

MP

15'' PVC

'CL' CB

ROUND

18'' ACCMP

15'' P

VC

8'' S

EW

ER

10'' S

EW

ER

10'' S

EW

ER

10'' S

EW

ER

10'' S

EW

ER

10'' S

EW

ER

8'' S

EW

ER

TOP=500.2

SAN MH

NO

T F

OU

ND

SA

N

MH

NOT FOUND

SAN MH

SAN MH

10'' SEWER

INV=539.0

TOP=545.5

SAN MH

10'' SEW

ER

SAN MH

INV=555.8

TOP=562.3

TO

P=562.1

TOP=560.6

SAN MH

(NOT FOUND)SAN MH

INV=522.0

TOP=527.6

GG'S

TOP=513.0

TOP=513.3

GG'S

TOP=558.8

GG

TO

P=563.5

1

TO

P=563.4

4T

OP

=563.3

8

4'' S

TE

EL

GA

S

MAIN

4'' PLASTIC

GAS MAIN

TOP=500.0

WG'S

TOP=499.1

24'' W

ATER

MAIN

36'' W

ATER

MAIN

8'' W

ATER

MAIN

24'' W

ATER MAIN

36'' WATER MAIN

WG

TOP=539.9

WG

TOP=513.1

591.64

TOP=

WG

#1567

SNET

#1573

SNET

#1575

SNET

#5324

CL&P

#1569

SNET

SNET #9331

SNET #9350

#1571

SNET

#1574

SNET

#4440

SNET

#1722

SNET

SN

ET #17

24

#4465

SNET

#1576

SNET

#1578

SNET

#1579

SNET

#1576S

SNET

#1583S

SNET

#6668

CL&P

"STETSON PLACE" CONDOS

WOOD FRAME

3 STY

SHELTER

BUS

1 STY

FRAME

2 STY

FRAME

2 STY

FRAME

2 STY

GARAGE

FRAME

2 STY

GAZEBO

FRAME

2 STY

# 108

FRAME

1 STY

#13

"RECTORY"

FRAME

2 STY

GARAGE

FRAME

1 STY

FRAME

1 STY

SHED

WOOD

FRAME

2 STY

FRAME

1 STY

FRAME

1 STY

FRAME

1 STY

PO

RC

H

PORCH

6" CHERRY

6" CHERRY

6" CHERRY

6" CHERRY

6" CHERRY

4" CHERRY

MAPLE

6"

MAPLE

6"MAPLE

6"

MAPLE

6"

MAPLES

36''

20''MAPLE

32''STUMPS

24''MAPLE

12''HICKORY

12''MAPLE

8''MAPLE

12''

MAPLES

MAPLES

15''

MAPLE

18''

MAPLE

24''

MAPLE

16''

APPLE

8''

MAPLE

36''

MAPLE

36''

36'' MAPLE OAK

2''

MAPLE

36''

MAPLE

36''MAPLE

36''

OAK

12''12''MAPLE

12''

OAK

12''

OAK

OAK

8''

MAPLE

36''

12''

OAK

PINE

30'

48''MAPLE MAPLE

20''

MAPLE

36''

20" MAPLE

24" MAPLE

30" MAPLE

10" CHERRY

10" MAPLE

24" HICKORY

15" MAPLE

10" MAPLE

TWIN 24''OAK

MAPLE

36''

36''

MAPLE

36''

MAPLE

ASH

24"

MAPLE

18"

ASH TREES

TWIN 18"MAPLE

24"

MAPLE

24"

15" WILLOW

DOGWOODS

MAPLE

18''

ORNAMENTAL

2''

MAPLE

36''

STUMP

48''

HICKORY

24''

HICKORY

36''

8''

BIRCH

MAPLE

24''

MAPLES

6"

20''SPRUCE

SPRUCE

6''

SPRUCE

6''

SPRUCE

16''

18" PINES

PINE

18''

SPRUCE

6" BLUE

HEMLOCK

18"

10" PINE

24" PIN

E

PINE

18'

24" PINE

MAPLE

8"

MAPLE

6"

6" OAK

10" OAK

MAPLE

6"

8''SPRUCE

MAPLE

36"

LIGHT

WOODS

LIGHT BRUSH

LIGHT WOODS

LIGHT WOODS

GRASS

LAWN

LAWN

LAWN

LAWN

GRASS

GRASS

GRASS

GRASS

LAWN

GRASS

GRASS

GRASS

GRASS

LAWN

GRASS

GRASS

2 CABLE

WRR

FENCE

BOARD

CH

AIN LIN

K FE

NCE

RET WALLS

STONE

RET WALL

STONE

ST

ON

E

RE

T

WA

LL

STONE RET WALL REMAINS

STONE RET WALL

ST

ON

E

RE

T

WA

LL

WIR

E

FE

NC

E

GA

TE

PLANTERS

BRICKPILLARS

BRICK

HH

HH

POOL

STEEL POSTS

POSTS

METAL

BILLBOARDS

BILLBOARD

BIL

LB

OA

RD

DO

UB

LE

SID

ED

BIL

LB

OA

RD

BIL

LB

OA

RD

TOP=578.17

WELL

TOP=614.12

WELL

BOX

ELEC

AC UNITS

ON GOING CONSTRUCTION AREA FOR CONDOS 3/21/06

ON

GOIN

G

CO

NST

RU

CTIO

N

ARE

A F

OR

CO

ND

OS 3/21/

06

STOCKPILE MISC. GRAVEL & ROCKS

AC

UNIT

AC

UNIT

AC UNIT

TOP=521.8

WELL

CP 65

CP 64

CP 51

CP 14

CP 52CP 12

CP 60

15"

RC

P

PAIN

TE

D

WHIT

E LIN

E

PAIN

TE

D

WHIT

E LIN

E

PAIN

TE

D

DO

UBLE

YELLO

W

LIN

E

PAINTED DOUBLE YELLOW LINE

PAIN

TE

D

DO

UB

LE

YE

LL

OW

LIN

E

PAIN

TE

D

DO

UB

LE

YE

LL

OW

LIN

E

YELLO

W

LINE

PAIN

TED

DO

UBLE

PAINTED

DOUBLE YELLOW

LINE

PAINTED

WHITE

LINE

PAINTED

WHITE

LINE

FL=496.56(W)

FL=496.56(S)

FL=496.56(N)

TOP=504.46

FL=510.00

TOP=514.02

SUMP=512.25

FL=512.94

TOP=517.16

SUMP=537.99

FL=541.07

TOP=544.16

SUMP=542.09

FILLED

TOP=545.01

DRYWELL

FL=561.86 (E)

TOP=565.57

SUMP=562.60

FL=563.35 (S)

FL=563.42 (N)

TOP=566.86

SUMP=562.43

FL=564.09

TOP=567.12

FL=552.34 (S)

FL=553.13 (N)

FL=553.20 (W)

TOP=556.18

SUMP=558.48

FL=558.81 (S)

FL=564.75 (N)

TOP=568.62

SUMP=575.58

FL=576.78

TOP=579.78

SUMP=572.59

FL=573.59 (SE)

FL=574.39 (W)

TOP=577.19

SUMP=578.78

FL=579.88

TOP=582.58

BT=594.54

FL=594.98

FL=595.66

TOP=598.80

BT=615.55

FL=615.94

FL=616.27

TOP=619.48

BT=616.17

FL=616.31

TOP=619.38

FL=570.96 (S)

FL=571.03 (N)

TOP=573.16

SUMP=569.06

FL=570.78 (W)

FL=571.18 (E)

TOP=574.13

FL=559.05 (W)

FL=559.46 (N)

FL=560.02 (E)

TOP=562.19

SUMP=551.97

FL=554.52

TOP=557.88

SUMP=556.15

FL=556.36 (W)

FL=556.64 (N)

TOP=559.41

FL=516.75 (S)

FL=516.75 (N)

TOP=521.33

FL=505.70 (S)

FL=505.70 (N)

TOP=511.76

SUMP=572.70

FL=574.00 (SW)

FL=574.10 (E)

TOP=578.50

SUMP=573.77

FL=575.07 (W)

FL=575.17 (E&NE)

TOP=578.97

SUMP=577.28

FL=577.78 (NE)

FL=577.88 (W)

TOP=580.88

SUMP=589.38

FL=589.98 (SE)

FL=590.38 (N)

TOP=595.98

DRYWELL

SUMP=560.86

TOP=566.80

TOP=566.70

FL=571.00

FL=571.47

TOP=549.88

SUMP=565.73

FL=565.62 (E)

FL=565.76 (W)

TOP=568.08

SUMP=552.16

FL=552.16 (S)

FL=552.26 (N)

TOP=555.79

OUTLET NOT FOUND

FL=541.58

FL=511.10

FL=512.75FL=509.89

40"X32"SQUASH CMP

SLEEVE)

(POSSIBLE PVC

FL=538.14

FL=537.67

FL=551.37

FL=550.49

BT=599.92

FL=600.04

FL=600.54

FL=600.69

TOP=603.23

BT=603.38

FL=603.90

TOP=606.50

FL=586.7

0

RET WALL

STONE

SUMP=555.74

FL=556.23 (E)

FL=556.33 (W)

TOP=559.00

MH

STORM

CLEANOUT)

(SEPTIC

5" PIPE

MAPLE

24"

MAPLE

20"

BOX

ELEC.

FENCE

LINK

CHAIN

SEPTIC

LOCATION

APPROX.

MAPLE

24"

CRABAPPLE

10"

MAPLE

24"

CRABAPPLE

10"

DOGWOOD

10"

FENCE

LINK

CHAIN

FRAME

2 STY

POND

RETENTION

OUTLET

ELEC

RET WALL SIGN

STONE MASONRY

MHs

STORMDRYWELL

SUMP=559.71

FL=562.52 (N)

TOP=565.94

MHs

STORM

MH

SAN

YE

LL

OW

LIN

E

PAIN

TE

D

DO

UB

LE

MH

STORM

CHERRY

6"

BCLC

BC

LC

BC

LC

(GAS)

TP 3

(WATER)

TP 7

WALL

CONC

WALL

RET

STONE

RET

WALL

ST

ONE

#1572

SNET

MH

SAN

WALL

RET

STONE

WALL

RET

STONE

#15

70

SNET

#1568

SNET

FL=496.75

TOP=499.90

MH

STORM

FL=509.65 (S)

FL=509.65 (N)

& 505.02

TOPS=505.05

FL=509.75 (S)

FL=509.75 (N)

TOP=514.06

RAP

RIP

(WATER)

TP 17

TP 18 (WATER)

(WATER)

TP 15

(WATER)

TP 16

(WATER)TP 14

(WATER)TP 13

(WATER)

TP 12

(WATER)

TP 11(WATER)

TP 10

(WATER)

TP 9

(WATER)

TP 8

(WATER)

TP 6

(WATER)

TP 4

(WATER)

TP 5

(GAS)

TP 2

(G

AS)

TP 4

(WATER)

TP 1 (WATER)

TP 2

(WATER)

TP 3

(GAS)

TP

(GAS)

TP 1

BC

LC

BC

LC

FOUND

NOT

INLET

B.M. 76

CHISEL SQUARE NORTH END OF STONE MASONRY RETAINING WALL

Elev. 570.54

NGVD 1929

RAN

50.23'18.21'

53.7

5'

BM 77Chisel Square inTop of Boulder

Punch Mark in NE Pole of Billboard

To New Fairfield

To I-84

Billboards

CT ROUTE 37

N=217133.41E=401803.12

CP-12

To New Fairfield

Maple

36"

in Masonry Sign

Chisel Square

BM 76

IP

CT ROUTE 37

10.3

7'

To I-84

N=217884.54E=402213.69

CP-51

Bldg

Rectory

of

Corners

A-3

A-4

A-5

A-6

X-1

X-2X-3

X-4

ASSOCIATION, INC.

STETSON PLACE

N/F

(FND)

I.P.

(FND)

I.P.

ET AL

ALAN A. CUARTERO

N/F

ET AL

WILLIAM H. KATZING, II

N/F

ET AL

WILLIAM F GOTTHARDT

N/F

ET AL

LAURA J. LEE

N/F

ASSOCIATION, INC.

STETSON PLACE

N/F

CHURCH OF DANBURY

BYZANTINE CATHOLIC

ST NICHOLAS

N/F

SH 4

OF 4

RO

W

MAP 34-05

SH 3

OF

4

ROW

MAP

34 - 0

5

Approximate St

reet Line

Approximate S

treet Line

Approxim

ate Street Lin

e

Street LineApproximate

ARC PROPERTIES, LLC

N/F

ACROPOLIS VENTURE, LLC

N/F

(FND)

CHD

(FND)

CHD

(FN

D)

CH

D

(FN

D)

CH

D

(FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

N/F

CH

D

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD'S

HIGHWAY LINE PER 34-000-277

HIG

HW

AY LIN

E PER 34-000-277

N/F

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

1498/1139

7 JOHNSON DR

DURAN ET AL

RAYMOND E.

N/F

917/999

9 JOHNSON DR

JR. ET AL

DEYSENROTH

RICHARD P.

N/F

N/F

CHD

THE CI

TY OF

DANBURY

FOR PIP

ELINES, IN F

AVOR OF

SUBJECT

TO AN

EASEMENT

HU

MA

N

RIG

HTS, IN

C.

WESTER

N

CO

NNECTIC

UT

ASS

OCIA

TIO

N F

OR

FO

R T

HREE BIL

LB

OAR

DS IN F

AV

OR

OF

SU

BJECT T

O

AN E

ASE

ME

NT

HUMAN RIGHTS, INC.

WESTERN CONNECTICUT ASSOCIATION FOR

FOR THREE BILLBOARDS IN FAVOR OF

SUBJECT TO AN EASEMENT

FUTURE HIGHWAY PURPOSES

FOR

PROPOSED 10' EASEMENT

.

CP-20

FUTURE HIGHWAY PURPOSES

FOR

PROPOSED 10' EASEMENT

SPRUCE

3" 8''SEWER

TOP=610.23

SAN MH

TOP=604.53

SAN MH

MHSTORM

SPIKE

SHED

78.3

2'

22.28'91.9

4'

ROUTE 37

RD

PE

MB

RO

KE

EA

ST

TO NEWFAIRFIELD

TO I-84

SNET#1588 SNET

#1589

30+00

31+00

32+00

33+00 34+00

35+00

27+00

28+00

29+00

26+0025+0024+0023+0022+0021+0020+00

19+00

17+00

16+00

15+00

14+00

13+00

12+00

52+

00

53+

00

54+

00

55+

00

56+

00

57+

00

71+

00

80+00

81+00

82+

00

4

4

2

1

3

3

5

USE PEN TABLE CTDOT_Print_Pen_Color_Halfscale.tbl

AREA 1

WETLAND

AREA 2

WETLAND

AREA 3

WETLAND

AREA 4

WETLAND AREA 5

WETLAND

AREA 6

WETLAND AREA 7

WETLAND

+19.8

28.5'

31.2'

28.5'

16'

16'

15'

15'

TEMPORARY UTILITY ACCESS

TEMPORARY UTILIT

Y ACCESS

CRUSHED STONE

PROTECTION

FORSLOPE

STACEY ROAD AND BARNUM ROAD

LIMIT OF CONSTRUCTION

STA. 32+00

END STATE PROJECT No. 000-999


STA. 56+80

STATE PROJECT No. 000-999

DESIGNED BY:

26'

16'

26'

28.5'

26'

16'

16.6'

26'

28.5'

28.5'

28.4'

28.5'

33.5'

33.5'

25.5'

28.5'

22'

26'

15'

31'21'

26'

15'

31'

11'

11'

21'

11'11'

16'

28.5'

20'

20.5'

52°

90°

90°

36.2'

36'' Water Main

80 0 80 160

SCALE IN FEET

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

1/3/2017

BLOCK:

SIGNATURE/

...\HW_MSH_IDX_PMT-2 index.DGNPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

-

-

PMT-02

000-999A TOWN IN CT

INDEX MAPA ROAD AND B STREET

ROUTE ZZ AT


LIM

IT

OF C

ONSTR

UCTIO

N

ST

A. 1

1+00.0

0

BE

GIN ST

ATE PR

OJECT

NO. 0

00-9

99

ENVIRONMENTAL PERMIT PLANSPLAN DATE: JULY 7, 2016

PM

T-03

&

06

PMT-04 & 07

PMT-05 & 08

TURF ESTABLISHMENT

REMOVE EXISTING PAVEMENT

TURF ESTABLISHMENT


16'

20'

16' 2

0'

20'

20'

ROUTE 37 (PEMBROKE ROAD)

BARNUM ROAD

JOHNSON DRIVE

ST

AC

EY

RO

AD

PE

MB

RO

KE

TE

RR

AC

E

(PEMBROKE ROAD)

ROUTE 37

(PE

MB

RO

KE R

OA

D)

RO

UTE 37


7. SHOW FLOOD LIMIT LINES

PROJECT

6. SHOW AND IDENTIFY ANY NEEDED ACCESS ROAD(S) FOR THE

5. SHOW PROPOSED ROADWAY AND DRAINAGE IN BOLD

IDENTIFICATION AS DEPICTED ON THE IMPACT TABLE.

4. WETLAND LIMITS BOLD (NOT SCREENED) WITH LOCATION

3. INCLUDE OVERALL PROJECT LIMITS AND ASSOCIATED SHEET NUMBERS

WITH 2-3 SHEETS MAY NOT REQUIRE AN INDEX)

LENGTH OF THE PROJECT/NUMBER OF SHEETS. (ie. A PROJECT

2. THE NEED FOR AN INDEX PLAN IS DETERMINED BASED ON THE

MAY NOT ALL BE NECESSARY.

INFORMATION SHOWN HERE ON THIS PLAN IS MORE EXTENSIVE AND

IS NOT INTENDED TO BE A REGULATORY SHEET. THE GROUND SURVEY

AND TO SHOW THE LOCATION OF THE PLAN SHEETS. THE INDEX MAP

MAJOR FEATURES, RELATIONSHIP TO WETLANDS AND FLOODPLAINS,

1. THE INDEX MAP IS INTENDED FOR OVERALL PROJECT INFORMATION,

INDEX MAP:

WA

LL

RE

TAININ

G

CONC HEADWALL

ST

EP

S

CO

NC

PA

D

CO

NC

PA

D

CO

NC

FOUNTAIN

RA

MP

CO

NC

ST

ON

E

RE

T

WA

LL

ST

ON

E

RE

T

WA

LL

ST

ON

E

RE

T

WA

LL

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

18'' PVC

15" RCP

15"

RC

P

15'' R

CP

15'' R

CP

12" PVC

12" PVC

12" PVC

12'' PVC

12'' P

VC

12'' P

VC

15" CPP

CP

P15

"

ENDWALL

CONC BLOCK

15'' CMP

'C' C

B

DB

L

DBL 'C' C

B

'CL' C

B

15'' P

VC

15'' P

VC

'CL' C

B

RO

UN

D

18'' A

CC

MP

15'' PVC

FR

AM

E

2

ST

Y

FR

AM

E

2

ST

Y

FR

AM

E

2

ST

Y

GA

RA

GE

FR

AM

E

2

ST

Y

GAZEB

O

FR

AM

E

2

ST

Y

# 10

8

FR

AM

E

1 ST

Y

#13

"R

EC

TO

RY"

FR

AM

E

2

ST

Y

PO

RC

H

PO

RC

H

CONC WALK

CO

NC

WALK

CO

NC

WALK

ST

EP

S

CO

NC

CONC W

ALK

CO

NC

WALK

CO

NC

WA

LK

CO

NC

WA

LK

CONC WALK

CONC WALK

WA

LK

CO

NC

WA

LK

CO

NC

CO

NC

BRIC

K

WA

LK

BRIC

K

WALK

ST

EP

S

WO

OD

CONC

ST

EP

S

SL

AT

E

SL

AT

E

SL

AT

E

2

CA

BLE

WR

R

CHAIN LINK FENCE

RE

T

WA

LLS

ST

ON

E

RE

T

WA

LL

ST

ON

E

STONE RET WALL

WIRE FENC

E

GATE

PL

AN

TE

RS

BRIC

KPIL

LA

RS

BRIC

K

BIL

LB

OA

RD

AC

UNIT

S

PA

TIO


ST

OC

KPIL

E

MIS

C. G

RA

VE

L

&

RO

CK

S

ST

AT

UE

PA

TIO

15" RCP

FL=510.0

0

TO

P=514.0

2

SU

MP

=512.2

5

FL=512.9

4

TO

P=517.16

SU

MP

=537.9

9

FL=541.0

7

TO

P=544.16

SU

MP

=542.0

9

FIL

LE

D

TO

P=545.0

1

DR

YW

EL

L

FL=561.8

6 (E)

TO

P=565.5

7

SU

MP

=562.6

0

FL=563.3

5 (S)

FL=563.4

2 (N)

TO

P=566.8

6

SU

MP

=562.4

3

FL=564.0

9

TO

P=567.12

FL=552.3

4 (S)

FL=553.13 (N)

FL=553.2

0 (

W)

TO

P=556.18

SU

MP

=558.4

8

FL=558.8

1 (S)

FL=564.7

5 (N)

TO

P=568.6

2

SU

MP

=575.5

8

FL=576.7

8

TO

P=579.7

8

SU

MP

=572.5

9

FL=573.5

9 (S

E)

FL=574.3

9 (

W)

TO

P=577.19

SU

MP

=578.7

8

FL=579.8

8

TO

P=582.5

8

SU

MP

=556.15

FL=556.3

6 (

W)

FL=556.6

4 (N)

TO

P=559.4

1

SU

MP

=572.7

0

FL=574.0

0 (S

W)

FL=574.10 (E)

TO

P=578.5

0

SU

MP

=573.7

7

FL=575.0

7 (

W)

FL=575.17 (E

&N

E)

TO

P=578.9

7

SU

MP

=577.2

8

FL=577.7

8 (N

E)

FL=577.8

8 (

W)

TO

P=580.8

8

DR

YW

EL

L

SU

MP

=560.8

6

TO

P=566.8

0

TO

P=566.7

0

TO

P=549.8

8

SU

MP

=552.16

FL=552.16 (S)

FL=552.2

6 (N)

TO

P=555.7

9

FL=541.5

8

FL=511.10

FL=512.7

5

FL=509.8

9

40"

X32"

SQ

UA

SH

CM

P

SL

EE

VE)

(P

OS

SIB

LE

PV

C

FL=538.14

FL=537.6

7

FL=551.3

7

RET

WALL

ST

ON

E

WA

LK

ST

ON

E

SU

MP

=555.7

4

FL=556.2

3 (E)

FL=556.3

3 (

W)

TO

P=559.0

0

FR

AM

E

2

ST

Y

WA

LK

CO

NC

WALK

SLATE

RE

T

WA

LL SIG

N

ST

ON

E

MA

SO

NR

Y

MHs

ST

OR

M

ST

EP

S

WO

OD

DR

YW

EL

L

SU

MP

=559.7

1

FL=562.5

2 (N)

TO

P=565.9

4

MHs

ST

OR

M

MH

ST

OR

M

BC

LC

BCLC

BCLCWALL

RET

ST

ONE

RET WALL

STONE

ST

EP

S

CO

NC

PA

D

CO

NC

WA

LL

RE

T

ST

ON

E

PIL

LA

R

BRIC

K

PIL

LA

R

BRIC

KWA

LL

RE

T

ST

ON

E

FL=509.7

5 (S)

FL=509.7

5 (N)

TO

P=514.0

6

RAPRIP

BCLC

BCLC

ET

AL

WIL

LIA

M

F

GO

TT

HA

RD

T

N/F

ET

AL

LA

UR

A J. L

EE

N/F

ASS

OCIA

TIO

N, IN

C.

ST

ETS

ON P

LA

CE

N/F

CH

UR

CH

OF

DA

NB

UR

Y

BY

ZA

NTIN

E

CAT

HO

LIC

ST

NIC

HO

LAS

N/F

SH 4

OF 4

ROW

MAP 34

-05

SH 3

OF 4

RO

W

MAP 34 - 05

Approxim

ate Street Line

Approxim

ate Street Line

Approxim

ate Stre

et Line

Street Lin

e

Approxim

ate

AR

C P

RO

PE

RTIE

S, L

LC

N/F

AC

RO

PO

LIS

VE

NT

UR

E, L

LC

N/F

(FN

D)

CH

D

(FND) CHD

(FND) CHD

(FN

D)

CH

D

N/FCHD

(FN

D)

CH

D

(FN

D)

CH

D

(FN

D)

CH

D

N/F CH

D

THE CIT

Y

OF

DA

NB

UR

Y

FO

R PIP

ELIN

ES, IN F

AV

OR

OF

SU

BJEC

T T

O

AN E

ASE

ME

NT

HUMAN RIGHTS, INC.




FU

TU

RE

HIG

HW

AY P

UR

POS

ES

FO

R

PR

OP

OS

ED 10' E

AS

EM

EN

T

510

510

515

515

520

520

520

520

520

525

525

525

525

525

525

530

530

530

530

530

535

535

535

535

535

535

540

54

0

540

54

0

540

54

0

54

5

545

545

545

550

550

550

550

550

550

550550

550

550

555

555

555

555

555

555555

555555

555

560

560

560

560

560

560

560560

560

560

560

560

560

565565

565

565

565

565

565

565

565

570570

570

570570

570

570

570

575

575

575 575

580

580

580

580

580

580

585

590

FU

TU

RE

HIG

HW

AY P

UR

POS

ES

FO

R

PR

OP

OS

ED 10' E

AS

EM

EN

T

17+00

16+00

15+00

14+00

13+00

12+00

52+00

53+00

54+0055+00

56+00

57+00

WETLAND AREA 2

WETLAND AREA 1

PERMANENT WETLAND IMPACT 6,320 SQ. FT.

TEMPORARY WETLAND IMPACT 2,938 SQ. FT.

REMOVE CB

518

518

519

520

520

521

521

522

522

523

523

524

525

526

527

528

528

529

529

530

530

531

531

532

532

532

532

533

533

533

533

534

534

534

534

535

535

535

535

535

535

536

536

536

536

536

536

537

537

537

537

537

538

538

538

538

538

538

539

539

539

539

539

539

540

540

540

540

540

540

541

541

541

541

541

541

542

542

542

542

542

542

543

543

543

543

543

543

544

544

544

544

544

544

545

545

545

545

545

546

546

546

547

547

547

547

548

548

548

548

549

549

549

550

550

550

550

551

551

552

552

553

554

554

555

555

556

551

552

552

553

553

554

554

555

555

556

556

556

557

557

557

557

557557

558

558

558

558

558

558

558

558

558

559

559

559

559

559

559

559

559

559

560

560

560

560

560

560

560

560

560

561

561

561

561

561 562

562

562

562

562

562

563

563

563

563

564

564

565

565

565

566

566

567

568

553

551

HIGHWAY PLAN 1

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800

SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.







1/3/2017

BLOCK:

SIGNATURE/

...\HW_MSH_GRA_PMT-3.DGN

Border Version: 11/14/08

Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

-

-

-

-

- - -

- - - -

- - -

- - -

- - - -

REMOVE PIPE

RO

UTE

37

STACEY ROAD

MATCH M

ARK SEE

6' x 10' MODIFIED RIPRAP APRON

AND PIPE

REMOVE CB

V (max.)= 5.0 FPS

Q (max.)= 3.5 CFS

15" R.C.C.E.


STA. 11+00.00

BEGIN STATE PROJECT NO. 000-999

24" RC PIPE

STA. 56+80


10

10

10

10V (max.)= 8.0 FPS

Q (max.)= 17.0 CFS

(TYPE C)

20' X 10' MODIFIED RIPRAP APRON

18" CMP END

LEGEND:

(TO REMAIN)

EXISTING 18" CMP

SCS

D.R.O.W.

EROSION CONTROL LINING

2' GRASS SWALE WITH

SCS

SCS

15" R.C. PIPE

12" R.C.PIPE

V (max.)= 4.0 FPS

Q (max.)= 2.7 CFS

12" R.C.C.E.

10

10

V (max.)= 2.5 FPS

Q (max.)= 1.7 CFS

12" R.C.PIPE

GENERAL SITE PLAN

A TOWN IN CT 000-999


ROUTE ZZ

A ROAD AND B STREET

(SEE SHEET PMT-09)

(TYPE 1) MODIFIED RIPRAP

PREFORMED SCOUR HOLE

SHEET N

O. P

MT-0

4

PMT-03


AUGUST 12, 2016PLAN DATE:

CONCRETE SIDEWALK

SIDEWALK

CONCRETE

TURF ESTABLISHMENT

RIPRAP SLOPE PROTECTION

STATE/FEDERAL WETLANDS

SEDIMENTATION CONTROL SYSTEM (SCS)

TURF ESTABLISHMENT


TURF ESTABLISHMENT


10

10

(STA. 14+50 TO STA. 21+50)


FULL DEPTH RECONSTRUCTION

ROADWAY USE TURF ESTABLISHMENT.AREAS ON THE EAST SIDE OF THE SHALL USE CONSERVATION SEED MIX.ON THE WEST SIDE OF THE ROADWAYESTABLISHMENT OF DISTURBED AREASNOTE A:

(SEE NOTE A)

CONSERVATION SEED MIX

AREA 3

WETLAND

MATCH WITHIN PLAN SET)

7. PLAN DATE (LATEST REVISION DATE OF SHEET. DATES DO NOT NEED TO

6. APPROPRIATE LEGEND

IN THE FIELD BY DEEP FISHERIES/OEP STAFF" (AS APPROPRIATE FOR PROJECT).

5. SHOW FISHERIES ENHANCEMENT (IF REQUIRED). INCLUDE NOTE "TO BE DIRECTED

BE IDENTIFIED. CALL-OUTS DO NOT NEED TO BE EXACT D.O.T. PAY ITEM DESCRIPTION.

PROJECT FEATURES IN, OR REASONABLY ADJACENT TO, REGULATED AREAS SHOULD

- TURF ESTABLISHMENT

- FLOW ARROWS

- CULVERT: CALL-OUT TYPE

- PLANS SHOULD SHOW ANY PROJECT RELATED STORMWATER MEASURES

AND RIPRAP/STREAMBED MATERIAL

- CALL-OUT FOR OUTLET PROTECTION TYPE (RIPRAP APRON, SCOUR HOLE),

NOT REQUIRED.

INVERT ELEVATIONS FOR DRAINAGE OUTLETS AT RIPRAP APRONS ARE

STORM. ROUNDING UP CAN ALLOW FOR ANY MINOR FUTURE CHANGES)

OUTLETS (TYPICALLY, Q AND V ARE FOR A MAXIMUM EXPECTED 10-YEAR

- STORM DRAINAGE PIPES - TYPE, FLOW (Q) AND VELOCITY (V) AT PIPE

- OIL/WATER SEPARATORS

- CATCH BASINS - IDENTIFY IF CONTAINS A DEEP SUMP

4. PLAN TO SHOW ALL PROJECT RELATED ITEMS INCLUDING (BUT NOT LIMITED TO):

3. SHOW WETLAND LIMITS BOLD (NOT SCREENED).

PRESENT). DO NOT NEED TO SHOW LIMITS OF TEMPORARY DESIGN STORM.

2. SHOW ORDINARY HIGH WATER, FLOOD LIMITS, AND FLOODWAY (IF

DIRECTION IN SLOPE.

LABEL CONTOUR ELEVATIONS SO THAT READER CAN CLEARLY UNDERSTAND

LIMITS. SITE PLAN TO INCLUDE EXISTING SURVEY AND PROPOSED CONTOURS.

1. SHOW PROJECT AT COMPLETION (FINAL CONDITION) AND IDENTIFY PROJECT

GENERAL SITE PLANS:

V

EN

TU

RE,

N/F

S T NT

UR

E, L

LC

F


15'' R

CP

15'' RCP

SHED

WOOD

SHED

WOOD

SHED

WOOD

CONC WALK

''C'' CB

WALL

RET

FL=586.20

BT=588.26

FL=588.36(W)

FL=589.06(S)

TF=591.46

15'' C

MP

12'' CMP

FL=577.25

15'' R

CP

15'' RCP15'' R

CP

WALK

CONC

CONC

STEPS

CONC

BIT

WA

LK

PATIO

DE

CK

WO

OD

CONC

CONC

CONC

WALK

STONE

BO

AR

D

FE

NC

E

BOARD FENCE

FILL PIPE


1006/548

3 JOHNSON DR

JAMES W DIGIACOMO

N/F

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

2018/385

5 JOHNSON DR

FAYE EILEEN CAWLEY

N/F

N/F

CHD

N/F

CHDN/F

CHD

N/F

CHD

BT=582.28

FL=578.81(W)

FL=580.22(N)

TF=582.29

CO

NC

PA

D

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'CL' CB

15" RCP

12'' A

CC

MP

12'' P

VC

PV

C

12''

12'' CMP

12'' CMP

DBL 'C' CB

'CL' CB

15'' A

CC

MP

15'' P

VC

15'' P

VC

GARAGE

FRAME

1 STY

FRAME

1 STY

SHED

WOOD

FRAME

2 STY

FRAME

1 STY

FRAME

1 STY

FRAME

1 STY

CONC

WALK

CONC WALK

STEPS

WOOD

STEPS

CONC

2 CABLE

WRR

ST

ON

E

RE

T

WA

LL


POOL

AC

UNIT

AC

UNIT

AC UNIT

BT=594.54

FL=594.98

FL=595.66

TOP=598.80

BT=615.55

FL=615.94

FL=616.27

TOP=619.48

BT=616.17

FL=616.31

TOP=619.38

FL=570.96 (S)

FL=571.03 (N)

TOP=573.16

SUMP=569.06

FL=570.78 (W)

FL=571.18 (E)

TOP=574.13

FL=559.05 (W)

FL=559.46 (N)

FL=560.02 (E)

TOP=562.19

SUMP=551.97

FL=554.52

TOP=557.88

SUMP=572.70

FL=574.00 (SW)

FL=574.10 (E)

TOP=578.50

SUMP=573.77

FL=575.07 (W)

FL=575.17 (E&NE)

TOP=578.97

SUMP=589.38

FL=589.98 (SE)

FL=590.38 (N)

TOP=595.98

FL=571.00

FL=571.47

FL=551.37

FL=550.49

BT=599.92

FL=600.04

FL=600.54

FL=600.69

TOP=603.23

BT=603.38

FL=603.90

TOP=606.50

FL=586.7

0

MH

STORM

STEPS

WOOD

STEPS

WOOD

FENCE

LINK

CHAIN

STEPS

WOOD

FENCE

LINK

CHAIN

PAD

CONC

BIN

GARBAGE

WOODEN

ASSOCIATION, INC.

STETSON PLACE

N/F

(FND)

I.P.

ET AL

ALAN A. CUARTERO

N/F

ET AL


N/F

Street LineApproximate (FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

HIGHWAY LINE PER 34-000-277N/F

CHD

1498/1139

7 JOHNSON DR

DURAN ET AL

RAYMOND E.

N/F

917/999

9 JOHNSON DR

JR. ET AL

DEYSENROTH

RICHARD P.

N/F

THE CI

TY OF

DANBURY

FOR PIP

ELINES, IN F

AVOR OF

SUBJECT

TO AN

EASEMENT

HUMAN RIGHTS, INC.



SUBJECT TO AN EASEMENT540540

54

5

545

550

550

550

555

555

555

555

560

560

560

560

565 565

565

565

565

565

570

570

570

570

570

570

570

575

575

575

575

575

575

575

575

575

575

580

580

580

580

580

580

580

580

580

585

585

585

585

585

585

585

585

585

585

590

590

590

590

590

590

590

590

590

590

590

590

595

595

595

595

595

595

595

595

595

595

600

600

600600

600

600

600

600

600 605

605

605

605

605

605

605

605

605

610

610

610

610

610

610

610

610615

615

615

615

615

615

615

615

620

620

620

620

620

620

26+0025+0024+0023+0022+0021+0020+00

19+00

AREA 4

WETLAND

AREA 5

WETLAND

545546

546547

548

548

549

549

550

550

551

551

552

552

553553

554

554

555555

555

555556

556

556

557557

557

557

557

558

558

558

558

558 558

559

559

560560560

560

560

560

561

561

561 561

561

562

562

562

562 562

562

563

563563

563

563 564

564

564564

564

565

565

565565

565

566

566

566566

566

567

568

568

568

568

568

569

569

569

569

569

570

570

570

570

570

570

571

571

571

571

571

571

572

572

572

572

572

573

573

574

574

574

574

574

575

575

575

575

575

576

576

576

576

576

577

577

577

577

577

578

578

578

578

578

579

579

579

579

579

580

580

580

580

580

582

582

582

582

582

583

582 583

584

584

584

584

584

584585

585585

585

585

585

585

585

585

586

586

586

586

586586

586586

587

587

587

588

588

588

588588

588588

588

588

588589

589589

589

589

589

589

590

590

590

590

590

590590

590

590

591

591

591

591

591

591

591 592

592

592592

592

592

592

592

592

592

593

593593

593

593

593

593

593

593

593

594

594

594

594594

594

594

594

594

595

595

595

595

595

595

595

596

596

596

596

596

597

597

597

598

598

598

599

599 600

600

600

601

601

601

602

602

602

603

603

603 604

604

604

605

605

605

606

606

606

607

607

607

608

608

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








1/3/2017

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON-

-

REMOVE PIPEREMOVE PIPE

REMOVE CBREMOVE CB

15' WIDE TEMPORARY UTILITY ACCESS AREA


000-999A TOWN IN CT

GENERAL SITE PLAN


ROUTE ZZ

A ROAD AND B STREET

(SEE SHEET PMT-09)

TYPE 1 - MODIFIED RIPRAP


SCS

SCS

15" R.C. PIPE

(SEE SHEET PMT-09)

TYPE 1 - MODIFIED RIPRAP


PMT-04

MA

TC

H

LIN

E S

EE

DR

AWIN

G

NO.

PM

T-05

MA

TC

H

MA

RK S

EE

DR

AWIN

G

NO.

PM

T-03

LEGEND:

12" RCP

V (max)= 10.0 FPS

Q (max)= 12.0 CFS

15" R.C.C.E.



TURF ESTABLISHMENT

REMOVE PAVEMENT

10

10V (max)= 5.0 FPS

Q (max)= 3.0 CFS

12" R.C.C.E.

10

10

(STA. 14+50 TO 21+50)






(SEE NOTE A)

CONSERVATION SEED MIX(SEE NOTE A)


ROADWAY USE TURF ESTABLISHMENT.

AREAS ON THE EAST SIDE OF THE

SHALL USE CONSERVATION SEED MIX.

ON THE WEST SIDE OF THE ROADWAY

ESTABLISHMENT OF DISTURBED AREAS

NOTE A:

REMOVE EXIST. CB

TURF ESTABLISHMENTTURF ESTABLISHMENT

SEE GUIDANCE ON PREVIOUSSHEET (PMT-03)

PAD

CONC

PAD

CONC

#15

WOOD

2 STY

WOOD

1 STY

PAD

STONE

WOOD

3 STY

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C-L'' CB

''C-L'' CB

''C-L'' CB

''C-L'' CB

''C'' CB

''C'' CB

''C'' CB

WALK

BLUE STONE

WALK

BLUE STONE

& WALL

PILLAR

STONE

STEPS

CONC

STEPS

CONC

STEPS

CONC

STEPS

CONC

CONC WALLCONC WALL

WOOD RAIL

FENCE

WALL

CO

NC

WALL

RET

RE

T

WA

LL

CO

NC

RET WALL

CONC

RET WALL

CONC

BOARD FENCE

BT=623.02

FL=625.72

TF=629.32

BT=623.26

FL=623.66(S)

FL=623.76(N)

FL=625.56(W)

TF=629.26

TROUGH

1'X2' C

ONC

1'X6" T

ROUGH

1'X6" T

ROUGH

BT=620.23

FL=622.53

TF=626.23

BT=620.38

FL=620.38(S)

FL=620.48(N)

FL=622.08(E)

FL=622.38(W)

TF=626.38

1'X6" T

ROUGH

TROUGH

1'X2' C

ONC

12'' R

CP

BT=619.74

FL=621.64

TF=625.34

18'' RCP

OLD STEPS

BURIED UNDER

TROUGH IS

OF OUTLET

NO EVIDENCE

STEPS

CONC

FL=627.81

FL=599.81

FL=602.61

BT=607.96

FL=607.96(S)

FL=608.06(N)

TF=613.06

BT=618.38

ACCESS 24"

CANNOT

FL=620.38(W)

FL=620.28(E)

TF=623.88

24'' RCP

ACCESS

CANNOT

TF=608.00

24'' RCP

BT=600.29

FL=600.79(W)

FL=601.29(E)

FL=601.29(N)

TF=605.79

FL=614.28

BT=605.89

FL=606.19(W)

FL=606.39(E)

TF=610.69

24'' R

CP

36'' C

MP

BT=601.91

FL=603.21

TF=608.51

18'' RCP

24'' R

CP

42'' R

CP

BT=600.62

FL=601.72(W)

FL=602.02(E)

TF=605.62

15'' R

CP

15'' R

CP

BT=600.71

FL=601.41

TF=605.71

15'' RCP

BT=600.02

FL=601.02(N)

FL=601.22(S)

FL=601.32(E)

FL=601.32(W)

TF=605.82

18'' RCP

15'' R

CP

BT=609.34

FL=611.34(W)

FL=611.14(E)

TF=614.3415'' R

CP

LOCATED

NOT

INLET

''C'' CB

15'' CMP

BT=594.13

FL=594.63(S)

FL=595.73(E)

FL=595.83(N)

TF=598.73

24'' RCP

15'' C

MP

BT=621.24

FL=621.69

TF=624.44

BT=599.39

FL=599.59

TF=603.89

24'' C

MP

''C'' CB

ACCESS

CANNOT

JUNCTION

UNDERGROUND

1227/0541

2 BARNUM ROAD

DEBORAH MACE

LINN E. MACE II &

N/F

1142/1000

28 PEMBROKE RD

MICHAEL HALAS

N/F

204/523

BARNUM RD

OF AMERICA

UNITED STATES

N/F

E PEMBROKE RD


N/F

AP

PR

OX.

ST

RE

ET

LIN

E

AP

PR

OX.

ST

RE

ET

LIN

E

APPROX. STREET LINE

APPROX. STREET LINE

APP

RO

X. S

TR

EE

T

LIN

E

APP

RO

X. S

TR

EE

T

LIN

EAPPROX. STREET LINE

APPROX. STREET LINE

917/999

PEMBROKE RD

ROGER L. CROSSLAND

N/F

THE CITY OF DANBURY



AP

PR

OX.

ST

RE

ET

LIN

E

1845/898

2 PEMBROKE TER

ET AL

RANDALL WADE, JR.

N/F

1883/1160

31 PEMBROKE RD


N/F

2076/558

29 PEMBROKE RD

QASIM RAZA

N/F

STATES OF AMERICA

OF THE UNITED

D.R.O.W. IN FAVOR

SUBJECT TO A 25'

302/174

4 PEMBROKE TER

ET AL


N/F

1035/0906

1 JOHNSON DRIVE

ET AL

TIMOTHY B. COYLE

N/F

ENI

L

TE

ER

TS .

XO

RP

PA

(34-45-4)

CONNECTICUT

OF STATE OF


(FND)CHD

CHD N/F

N/FCHDN/F

CHD

N/FCHD

''C'' CB

& WALL

PILLAR

STONEBT=593.42

FL=593.62(W)

FL=593.82(N)

TF=597.72

WALK

CONC

(FND)

I.P.

(FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD'S

N/F

CHD

590

590

595

595

595

595

600

600

600

600

600

600

605

605

605

605

605

605

605

605

605

605

610

610

610

610

610

610

610

610

610

615

615

615 61

5

615

615

615

615

615 615

620

620

620

620

MHSTORM

625

625625

625

630

630

630

630

630

630

630

630

630

30+00

31+00

32+00

33+00 34+00

35+00

36+00

37+0027+00

28+00

29+00

71+

00

80+00

81+00

82+

00

AREA 6

WETLANDAREA 7

WETLAND

UTILITY ACCESS AREA

15' WIDE TEMPORARY

UTILITY ACCESS AREA

15' WIDE TEMPORARY

ROUTE ZZ STA. 32+00.00


SIDEWALK

CONCRETE

592

592

593

593

593

594

594

594

594

594

595

595

595

595

596

596

596

596

596

596

597

597

597

597

597

597

597

597

598

598

598

598

598

598

598

598

598

599

599

599

599

599

599

599

599

599

600

600

600

600

600

600

600

600

601

601

601

601

601

601 602

602

602

602

602

602

603

603

603

603

603

603

603

603

604

604

604

604

604

604

604

605

605

605

605

605

605

605

606

606

606

606

606

606

606

607

607

607

607

607

608

608

608

608

608

608

608609

609

609

609

609

609

610

610

610

610

610

610

611

611

611

612

612

612

612

613

613

613

614

614

614

615

615

602

603

604

604

604.2

601

601.2

601.2

601.4

605

604.8

604.6

604.5

605.2

605.4

604.6

604.5

604.6

604.4

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








1/3/2017

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON-

-

BARNUM ROAD

40'

40'

000-999A TOWN IN CT

GENERAL SITE PLAN

PMT-05

TO MANHOLE

CONVERT CATCH BASIN

SCS

24" RCP

TO MANHOLE

CONVERT CATCH BASIN


ROUTE ZZ

A ROAD AND B STREET

LEGEND:

MA

TC

H

LIN

E S

EE

DR

AWIN

G

NO.

PM

T-04



TURF ESTABLISHMENT

(SEE SHEET PMT-09)

TYPE C APRON

MODIFIED RIPRAP

V (max)= 4.0 FPS

Q (max)=10.0 CFS

24" R.C.C.E

10

10

RESTORED WITH WETLAND SEED MIX

WETLAND AREAS 6 & 7 TO BE

TEMPORARY IMPACT AREAS WITHIN

AREAS FOR LATER PLACEMENT

AND STOCKPILED OUTSIDE REGULATED

BE REMOVED (DEPTH APPROX. 12")

WETLAND SOIL IN AREAS 6 & 7 TO

TURF ESTABLISHMENT

WETLAND SEED MIX



ROADWAY USE TURF ESTABLISHMENT.

AREAS ON THE EAST SIDE OF THE

SHALL USE CONSERVATION SEED MIX.

ON THE WEST SIDE OF THE ROADWAY

ESTABLISHMENT OF DISTURBED AREAS

NOTE A:

(SEE NOTE A)


16'

20'

16' 2

0'

20'

20'

JOHNSON DRIVE

EA

ST

PE

MB

RO

KE

RO

AD

PE

MB

RO

KE

TE

RR

AC

E


CATCH BASIN

REMOVE

(STORM)

MANHOLE

RESET

CATCH BASIN

REMOVE

15" CMP

REMOVE

18" RCP

REMOVE

EXIST. PIPE

REMOVE


SEE GUIDANCE ON PREVIOUSSHEET (PMT-03)

WA

LL

RE

TAININ

G

CONC HEADWALL

ST

EP

S

CO

NC

PA

D

CO

NC

PA

D

CO

NC

FOUNTAIN

RA

MP

CO

NC

ST

ON

E

RE

T

WA

LL

ST

ON

E

RE

T

WA

LL

ST

ON

E

RE

T

WA

LL

(UN

NA

ME

D S

TR

EA

M)

(UN

NA

ME

D S

TR

EA

M)

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

'C' C

B

18'' PVC

15" RCP

15"

RC

P

15'' R

CP

15'' R

CP

12" PVC

12" PVC

12" PVC

12'' PVC

12'' P

VC

12'' P

VC

15" CPP

CP

P15

"

ENDWALL

CONC BLOCK

15'' CMP

'C' C

B

DB

L

DBL 'C' C

B

'CL' C

B

15'' P

VC

15'' P

VC

'CL' C

B

RO

UN

D

18'' A

CC

MP

15'' PVC

FR

AM

E

2

ST

Y

FR

AM

E

2

ST

Y

FR

AM

E

2

ST

Y

GA

RA

GE

FR

AM

E

2

ST

Y

GAZEB

O

FR

AM

E

2

ST

Y

# 10

8

FR

AM

E

1 ST

Y

#13

"R

EC

TO

RY"

FR

AM

E

2

ST

Y

PO

RC

H

PO

RC

H

CONC WALK

CO

NC

WALK

CO

NC

WALK

ST

EP

S

CO

NC

CONC W

ALK

CO

NC

WALK

CO

NC

WA

LK

CO

NC

WA

LK

CONC WALK

CONC WALK

WA

LK

CO

NC

WA

LK

CO

NC

CO

NC

BRIC

K

WA

LK

BRIC

K

WALK

ST

EP

S

WO

OD

CONC

ST

EP

S

SL

AT

E

SL

AT

E

SL

AT

E

2

CA

BLE

WR

R

CHAIN LINK FENCE

RE

T

WA

LLS

ST

ON

E

RE

T

WA

LL

ST

ON

E

STONE RET WALL

WIRE FENC

E

GATE

PL

AN

TE

RS

BRIC

KPIL

LA

RS

BRIC

K

BIL

LB

OA

RD

TO

P=578.17

WE

LL

AC

UNIT

S

PA

TIO


ST

OC

KPIL

E

MIS

C. G

RA

VE

L

&

RO

CK

S

ST

AT

UE

PA

TIO

TO

P=521.8

WE

LL

15" RCP

FL=510.0

0

TO

P=514.0

2

SU

MP

=512.2

5

FL=512.9

4

TO

P=517.16

SU

MP

=537.9

9

FL=541.0

7

TO

P=544.16

SU

MP

=542.0

9

FIL

LE

D

TO

P=545.0

1

DR

YW

EL

L

FL=561.8

6 (E)

TO

P=565.5

7

SU

MP

=562.6

0

FL=563.3

5 (S)

FL=563.4

2 (N)

TO

P=566.8

6

SU

MP

=562.4

3

FL=564.0

9

TO

P=567.12

FL=552.3

4 (S)

FL=553.13 (N)

FL=553.2

0 (

W)

TO

P=556.18

SU

MP

=558.4

8

FL=558.8

1 (S)

FL=564.7

5 (N)

TO

P=568.6

2

SU

MP

=575.5

8

FL=576.7

8

TO

P=579.7

8

SU

MP

=572.5

9

FL=573.5

9 (S

E)

FL=574.3

9 (

W)

TO

P=577.19

SU

MP

=578.7

8

FL=579.8

8

TO

P=582.5

8

SU

MP

=556.15

FL=556.3

6 (

W)

FL=556.6

4 (N)

TO

P=559.4

1

SU

MP

=572.7

0

FL=574.0

0 (S

W)

FL=574.10 (E)

TO

P=578.5

0

SU

MP

=573.7

7

FL=575.0

7 (

W)

FL=575.17 (E

&N

E)

TO

P=578.9

7

SU

MP

=577.2

8

FL=577.7

8 (N

E)

FL=577.8

8 (

W)

TO

P=580.8

8

DR

YW

EL

L

SU

MP

=560.8

6

TO

P=566.8

0

TO

P=566.7

0

TO

P=549.8

8

SU

MP

=552.16

FL=552.16 (S)

FL=552.2

6 (N)

TO

P=555.7

9

FL=541.5

8

FL=511.10

FL=512.7

5

FL=509.8

9

40"

X32"

SQ

UA

SH

CM

P

SL

EE

VE)

(P

OS

SIB

LE

PV

C

FL=538.14

FL=537.6

7

FL=551.3

7

RET

WALL

ST

ON

E

WA

LK

ST

ON

E

SU

MP

=555.7

4

FL=556.2

3 (E)

FL=556.3

3 (

W)

TO

P=559.0

0

FR

AM

E

2

ST

Y

WA

LK

CO

NC

WALK

SLATE

RE

T

WA

LL SIG

N

ST

ON

E

MA

SO

NR

Y

MHs

ST

OR

M

ST

EP

S

WO

OD

DR

YW

EL

L

SU

MP

=559.7

1

FL=562.5

2 (N)

TO

P=565.9

4

MHs

ST

OR

M

MH

ST

OR

M

BC

LC

BCLC

BCLCWALL

RET

ST

ONE

RET WALL

STONE

ST

EP

S

CO

NC

PA

D

CO

NC

WA

LL

RE

T

ST

ON

E

PIL

LA

R

BRIC

K

PIL

LA

R

BRIC

KWA

LL

RE

T

ST

ON

E

FL=509.7

5 (S)

FL=509.7

5 (N)

TO

P=514.0

6

RAPRIP

BCLC

BCLC

A-3

A-4

A-5

A-6

X-1

X-2

X-3

X-4

ET

AL

WIL

LIA

M

F

GO

TT

HA

RD

T

N/F

ET

AL

LA

UR

A J. L

EE

N/F

ASS

OCIA

TIO

N, IN

C.

ST

ETS

ON P

LA

CE

N/F

CH

UR

CH

OF

DA

NB

UR

Y

BY

ZA

NTIN

E

CAT

HO

LIC

ST

NIC

HO

LAS

N/F

SH 4

OF 4

ROW

MAP 34

-05

SH 3

OF 4

RO

W

MAP 34 - 05

Approxim

ate Street Line

Approxim

ate Street Line

Approxim

ate Stre

et Line

Street Lin

e

Approxim

ate

AR

C P

RO

PE

RTIE

S, L

LC

N/F

AC

RO

PO

LIS

VE

NT

UR

E, L

LC

N/F

(FN

D)

CH

D

(FND) CHD

(FND) CHD

(FN

D)

CH

D

N/FCHD

(FN

D)

CH

D

(FN

D)

CH

D

(FN

D)

CH

D

N/F CH

D

THE CIT

Y

OF

DA

NB

UR

Y

FO

R PIP

ELIN

ES, IN F

AV

OR

OF

SU

BJEC

T T

O

AN E

ASE

ME

NT

HUMAN RIGHTS, INC.




FU

TU

RE

HIG

HW

AY P

UR

POS

ES

FO

R

PR

OP

OS

ED 10' E

AS

EM

EN

T

FU

TU

RE

HIG

HW

AY P

UR

POS

ES

FO

R

PR

OP

OS

ED 10' E

AS

EM

EN

T

17+00

16+00

15+00

14+00

13+00

12+00

52+00

53+00

54+0055+00

56+00

57+00

AREA 3

WETLAND

WETLAND AREA 2

WETLAND AREA 1

PERMANENT WETLAND IMPACT 6,320 SQ. FT.

TEMPORARY WETLAND IMPACT 2,938 SQ. FT.

HIGHWAY PLAN 1

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/30/2016

BLOCK:

SIGNATURE/

...\HW_MSH_ENV_PMT-6.DGN


Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

-

-

-

-

- - -

- - - -

- - -

- - -

- - - -

RO

UTE

37

STACEY ROAD

MATCH M

ARK SEE

STA. 14

+50

PROTE

CTI

ON

AT

RIP

RAP

SLO

PE

BEGIN

MO

DIFIE

D

TURF ESTABLISHMENT

4" TOPSOIL WITH


STA. 11+00.00

BEGIN STATE PROJECT NO. 000-999

STA. 56+80


LEGEND:

PERMANENT IMPACT

TEMPORARY IMPACT

SHEET N

O. P

MT-0

7

(TO REMAIN)

EXISTING 18" CMP



SCS

SCS

SCS

WETLAND IMPACT

PLAN

000-999A TOWN IN CT

PMT-06


ROUTE ZZ

A ROAD AND B STREET



SEE NOTE A

INVASIVE SPECIES CONTROL

NOTE:

APPROXIMATELY 0.30 AC. THIS SHEET

WITHIN PROJECT LIMITS.

STATION 11+00 LT TO STATION 30+20 LT,

NOTE A: INVASIVE SPECIES CONTROL,

THAT WILL EFFECT THE NOTED REGULATED AREAS.

REVISIONS TO THE DEEP FOR CHANGES TO THE DESIGN

THE DEPARTMENT OF TRANSPORTATION WILL ONLY SUBMIT

SEE NOTE A


LIMITS OF IMPACT

ALL DISTURBED AREAS SHALL BE RESTORED.

TEMPORARY OR PERMANENT IMPACTS TO THE WETLANDS AND WATERCOURSE.

AND WATERCOURSES WITH THE EXCEPTION OF THOSE AREAS DELINEATED AS

THE CONTRACTOR SHALL NOT WORK WITHIN THE LIMITS OF THE WETLANDS


MATCH WITHIN PLAN SET)

11. PLAN DATE (LATEST REVISION DATE OF SHEET. DATES DO NOT NEED TO

FOR REVISIONS

10. APPROPRIATE LEGEND AND INCLUDE NOTE REGARDING D.O.T. SUBMITTALS

9. CALL-OUT SCS

CONSTRUCTION OF THE PROJECT.

CONTRACTOR TO CONFIGURE ANY STORMWATER CONTROL AS NEEDED FOR THE

BE EVALUATED AND INCLUDED. IN ADDITION, ENSURE ENOUGH AREA FOR THE

CONSTRUCTION METHODS. UTILITY IMPACTS AS PART OF THE PROJECT SHOULD

AREA TO ALLOW THE CONTRACTOR THE ABILITY FOR MINOR VARIATION IN

CONSIDER HOW THE PROJECT MAY BE CONSTRUCTED AND PROVIDE ENOUGH

CONTRACTOR TO PERFORM THE WORK. THE DESIGNER SHOULD CAREFULLY

8. LIMITS OF IMPACT SHOULD BE DEFINED BASED ON ENOUGH SPACE FOR THE

LINE.

SHOWN AND MAY OR MAY NOT COINCIDE WITH THE R.O.W. LINE OR EASEMENT

7. CALL-OUT LIMITS OF IMPACT. LIMITS IF IMPACT SHOULD BE CLEARLY

6. WETLAND LIMITS IN BOLD (NOT SCREENED)

5. NOTE TO CONTRACTOR FOR RESTRICTION OF WORK IN REGULATED AREA(S).

ROUNDED UP)

4. INCLUDE WETLAND AND WATERCOURSE IMPACT TABLE (VALUES CAN BE

3. INCLUDE FLOOD LIMITS

WITHIN THE PROJECT.

SHEET SHOULD ALSO BE PROVIDED TO SHOW LOCATION OF IMPACT AREAS

PROVIDED ARE WHERE THERE ARE IMPACTS TO REGULATED AREAS. AN INDEX

2. FOR LONG LINEAR PROJECTS, THE ONLY SHEETS THAT NEED TO BE

ITEM CALL-OUTS NOT REQUIRED.

WITH CLEARLY UNDERSTANDING IMPACTS (ie. RIPRAP). CONSTRUCTION

CONTOURS. AVOID SHOWING PATTERNS FOR ITEMS WHICH INTERFERE

OHW). TO MAINTAIN CLARITY, DO NOT SHOW EXISTING OR PROPOSED

WETLAND AREAS (AREA ABOVE OHW) AND WATERCOURSES (BELOW

1. PLAN TO CLEARLY DEPICT TEMPORARY AND PERMANENT IMPACTS TO

WETLAND/WATERCOURSE IMPACT PLAN(S):

15'' R

CP

15'' RCP

SHED

WOOD

SHED

WOOD

SHED

WOOD

CONC WALK

''C'' CB

WALL

RET

FL=586.20

BT=588.26

FL=588.36(W)

FL=589.06(S)

TF=591.46

15'' C

MP

12'' CMP

FL=577.25

15'' R

CP

15'' RCP15'' R

CP

WALK

CONC

CONC

STEPS

CONC

BIT

WA

LK

PATIO

DE

CK

WO

OD

CONC

CONC

CONC

WALK

STONE

BO

AR

D

FE

NC

E

BOARD FENCE

FILL PIPE


1006/548

3 JOHNSON DR

JAMES W DIGIACOMO

N/F

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

(FND)

I.P.

2018/385

5 JOHNSON DR

FAYE EILEEN CAWLEY

N/F

N/F

CHD

N/F

CHDN/F

CHD

N/F

CHD

BT=582.28

FL=578.81(W)

FL=580.22(N)

TF=582.29

CO

NC

PA

D

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'C' CB

'CL' CB

15" RCP

12'' A

CC

MP

12'' P

VC

PV

C

12''

12'' CMP

12'' CMP

DBL 'C' CB

'CL' CB

15'' A

CC

MP

15'' P

VC

15'' P

VC

GARAGE

FRAME

1 STY

FRAME

1 STY

SHED

WOOD

FRAME

2 STY

FRAME

1 STY

FRAME

1 STY

FRAME

1 STY

CONC

WALK

CONC WALK

STEPS

WOOD

STEPS

CONC

2 CABLE

WRR

ST

ON

E

RE

T

WA

LL


POOL

AC

UNIT

AC

UNIT

AC UNIT

BT=594.54

FL=594.98

FL=595.66

TOP=598.80

BT=615.55

FL=615.94

FL=616.27

TOP=619.48

BT=616.17

FL=616.31

TOP=619.38

FL=570.96 (S)

FL=571.03 (N)

TOP=573.16

SUMP=569.06

FL=570.78 (W)

FL=571.18 (E)

TOP=574.13

FL=559.05 (W)

FL=559.46 (N)

FL=560.02 (E)

TOP=562.19

SUMP=551.97

FL=554.52

TOP=557.88

SUMP=572.70

FL=574.00 (SW)

FL=574.10 (E)

TOP=578.50

SUMP=573.77

FL=575.07 (W)

FL=575.17 (E&NE)

TOP=578.97

SUMP=589.38

FL=589.98 (SE)

FL=590.38 (N)

TOP=595.98

FL=571.00

FL=571.47

FL=551.37

FL=550.49

BT=599.92

FL=600.04

FL=600.54

FL=600.69

TOP=603.23

BT=603.38

FL=603.90

TOP=606.50

FL=586.7

0

MH

STORM

STEPS

WOOD

STEPS

WOOD

FENCE

LINK

CHAIN

STEPS

WOOD

FENCE

LINK

CHAIN

PAD

CONC

BIN

GARBAGE

WOODEN

ASSOCIATION, INC.

STETSON PLACE

N/F

(FND)

I.P.

ET AL

ALAN A. CUARTERO

N/F

ET AL


N/F

Street LineApproximate (FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

HIGHWAY LINE PER 34-000-277N/F

CHD

1498/1139

7 JOHNSON DR

DURAN ET AL

RAYMOND E.

N/F

917/999

9 JOHNSON DR

JR. ET AL

DEYSENROTH

RICHARD P.

N/F

THE CI

TY OF

DANBURY

FOR PIP

ELINES, IN F

AVOR OF

SUBJECT

TO AN

EASEMENT

HUMAN RIGHTS, INC.




26+0025+0024+0023+0022+0021+0020+00

19+00

AREA 5

WETLAND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/30/2016

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON-

-

STA. 21+50

PROTECTION AT

RIPRAP SLOPE

END MODIFIED

15" RC PIPE

198.5 L.F. -



PMT-07

000-999A TOWN IN CT

WETLAND IMPACTPLAN


ROUTE ZZ

A ROAD AND B STREET

MA

TC

H

LIN

E S

EE

DR

AWIN

G

NO.

PM

T-08

MA

TC

H

MA

RK S

EE

DR

AWIN

G

NO.

PM

T-06

LEGEND:

PERMANENT IMPACT

TEMPORARY IMPACT

WILL EFFECT THE NOTED REGULATED AREAS.

REVISIONS TO THE DEEP FOR CHANGES TO THE DESIGN THAT






SCS

SCS

SEE NOTE A






NOTE:

SEE NOTE A


LIMITS OF IMPACT

LIMITS OF IMPACT





AREA 4

WETLAND

SEE GUIDANCE ONPREVIOUS SHEET (PMT-06)

PAD

CONC

PAD

CONC

#15

WOOD

2 STY

WOOD

1 STY

PAD

STONE

WOOD

3 STY

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C'' CB

''C-L'' CB

''C-L'' CB

''C-L'' CB

''C-L'' CB

''C'' CB

''C'' CB

''C'' CB

WALK

BLUE STONE

WALK

BLUE STONE

& WALL

PILLAR

STONE

STEPS

CONC

STEPS

CONC

STEPS

CONC

STEPS

CONC

CONC WALLCONC WALL

WOOD RAIL

FENCE

WALL

CO

NC

WALL

RET

RE

T

WA

LL

CO

NC

RET WALL

CONC

RET WALL

CONC

BOARD FENCE

BT=623.02

FL=625.72

TF=629.32

BT=623.26

FL=623.66(S)

FL=623.76(N)

FL=625.56(W)

TF=629.26

TROUGH

1'X2' C

ONC

1'X6" T

ROUGH

1'X6" T

ROUGH

BT=620.23

FL=622.53

TF=626.23

BT=620.38

FL=620.38(S)

FL=620.48(N)

FL=622.08(E)

FL=622.38(W)

TF=626.38

1'X6" T

ROUGH

TROUGH

1'X2' C

ONC

12'' R

CP

BT=619.74

FL=621.64

TF=625.34

18'' RCP

OLD STEPS

BURIED UNDER

TROUGH IS

OF OUTLET

NO EVIDENCE

STEPS

CONC

FL=627.81

FL=599.81

FL=602.61

BT=607.96

FL=607.96(S)

FL=608.06(N)

TF=613.06

BT=618.38

ACCESS 24"

CANNOT

FL=620.38(W)

FL=620.28(E)

TF=623.88

24'' RCP

ACCESS

CANNOT

TF=608.00

24'' RCP

BT=600.29

FL=600.79(W)

FL=601.29(E)

FL=601.29(N)

TF=605.79

FL=614.28

BT=605.89

FL=606.19(W)

FL=606.39(E)

TF=610.69

24'' R

CP

36'' C

MP

BT=601.91

FL=603.21

TF=608.51

18'' RCP

24'' R

CP

42'' R

CP

BT=600.62

FL=601.72(W)

FL=602.02(E)

TF=605.62

15'' R

CP

15'' R

CP

BT=600.71

FL=601.41

TF=605.71

15'' RCP

BT=600.02

FL=601.02(N)

FL=601.22(S)

FL=601.32(E)

FL=601.32(W)

TF=605.82

18'' RCP

15'' R

CP

BT=609.34

FL=611.34(W)

FL=611.14(E)

TF=614.3415'' R

CP

LOCATED

NOT

INLET

''C'' CB

15'' CMP

BT=594.13

FL=594.63(S)

FL=595.73(E)

FL=595.83(N)

TF=598.73

24'' RCP

15'' C

MP

BT=621.24

FL=621.69

TF=624.44

BT=599.39

FL=599.59

TF=603.89

24'' C

MP

''C'' CB

ACCESS

CANNOT

JUNCTION

UNDERGROUND

1227/0541

2 BARNUM ROAD

DEBORAH MACE

LINN E. MACE II &

N/F

1142/1000

28 PEMBROKE RD

MICHAEL HALAS

N/F

204/523

BARNUM RD

OF AMERICA

UNITED STATES

N/F

E PEMBROKE RD


N/F

AP

PR

OX.

ST

RE

ET

LIN

E

AP

PR

OX.

ST

RE

ET

LIN

E

APPROX. STREET LINE

APPROX. STREET LINE

APP

RO

X. S

TR

EE

T

LIN

E

APP

RO

X. S

TR

EE

T

LIN

EAPPROX. STREET LINE

APPROX. STREET LINE

917/999

PEMBROKE RD

ROGER L. CROSSLAND

N/F

THE CITY OF DANBURY



AP

PR

OX.

ST

RE

ET

LIN

E

1845/898

2 PEMBROKE TER

ET AL

RANDALL WADE, JR.

N/F

1883/1160

31 PEMBROKE RD


N/F

2076/558

29 PEMBROKE RD

QASIM RAZA

N/F

STATES OF AMERICA

OF THE UNITED

D.R.O.W. IN FAVOR

SUBJECT TO A 25'

302/174

4 PEMBROKE TER

ET AL


N/F

1035/0906

1 JOHNSON DRIVE

ET AL

TIMOTHY B. COYLE

N/F

ENI

L

TE

ER

TS .

XO

RP

PA

(34-45-4)

CONNECTICUT

OF STATE OF


(FND)CHD

CHD N/F

N/FCHDN/F

CHD

N/FCHD

''C'' CB

& WALL

PILLAR

STONEBT=593.42

FL=593.62(W)

FL=593.82(N)

TF=597.72

WALK

CONC

(FND)

I.P.

(FND)

CHD

(FND)

CHD

(FND)

CHD

(FND)

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD

N/F

CHD'S

N/F

CHD

MHSTORM

30+00

31+00

32+00

33+00 34+00

35+00

36+00

37+0027+00

28+00

29+00

71+

00

80+00

81+00

82+

00

AREA 7

WETLAND

UTILITY ACCESS AREA

15' WIDE TEMPORARY

UTILITY ACCESS AREA

15' WIDE TEMPORARY

ROUTE ZZ STA. 32+00.00


SEE NOTE A


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/30/2016

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON-

-

MATCH EXISTING

CONCRETE PAVEMENT

CUT BITUMINOUS

BARNUM ROAD

40'

40'

000-999

PMT-08

A TOWN IN CT

WETLAND IMPACT

PLAN


ROUTE ZZ

A ROAD AND B STREET

MA

TC

H

LIN

E S

EE

DR

AWIN

G

NO.

PM

T-07

SCS

LEGEND:

PERMANENT IMPACT

TEMPORARY IMPACT

WILL EFFECT THE NOTED REGULATED AREAS.

REVISIONS TO THE DEEP FOR CHANGES TO THE DESIGN THAT




ENVIRONMENTAL PERMIT PLANSPLAN DATE: AUGUST 30, 2016





NOTE:

LIMITS OF IMPACT





RESTORED WITH WETLAND SEED MIX

WETLAND AREAS 6 & 7 TO BE

TEMPORARY IMPACT AREAS WITHIN

AREAS FOR LATER PLACEMENT

AND STOCKPILED OUTSIDE REGULATED

BE REMOVED (DEPTH APPROX. 12")

WETLAND SOIL IN AREAS 6 & 7 TO

16'

20'

16' 2

0'

20'

AREA 6

WETLAND

20'

JOHNSON DRIVE

EA

ST

PE

MB

RO

KE

RO

AD

PE

MB

RO

KE

TE

RR

AC

E


SEE GUIDANCE ONPREVIOUS SHEET (PMT-06)

SNET #1581

11' 11' 1'1'

11' 11' 1'1'

STAGE 2 TRAFFIC IN EXISTING LANES STAGE 2 WORK AREA

(SEE SHEETS PMT-03, O4, 05)

AFTER RESTORATION

SEED MIX OR WETLAND SEED MIX

RESEED WITH CONSERVATION

AREA TO BE RESTORED

FINAL 2" HMA S0.5

PERMANENT PAVEMENT WITHOUT

STAGE 2 CONSTRUCTION

ZONE

PED.

3'

ZONE

PED.

3'

FENCE

SAFETY

VISIBILITY

HIGH

MAINTAIN

FENCE

SAFETY

VISIBILITY

HIGH

MAINTAIN

MATERIALS

STOCKPILED

AND REFILL WITH

REMOVE RIPRAP

2:1

2:1

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











12/30/2016

BLOCK:

SIGNATURE/

...\HW_MSH_MDS_PMT-9.dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON-

-

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - -

LC

LC

A A

SECTION A-A

PREFORMED SCOUR HOLE-TYPE I

ELEVATION

PLAN

PLAN VIEW

MISCELLANEOUSDETAILS

ENDWALL

CULVERT END

3:1 SIDE SLOPE

1.75'

1.75'

1.75'

2.5'

2.5' 3.75'

TOE OF SLOPE

1'

1'

11'

8'

1' 10'

6" GRANULAR FILL

SLOPE

R.C. CULVERT END

12" MODIFIED RIPRAP

4" TOPSOILNEW PAVEMENT BOX

ENDWALL

CULVERT END

CONCRETE CULVERT END

1' FOR REINFORCED 12" MODIFIED RIPRAP

6" GRANULAR FILL

GEOTEXTILE (SEPARATION)

R = 15"p

31 1

3

F=0.7'

SPECIAL RIPRAP FOR SLOPE PROTECTION

TO EXISTING CONTOURS.

APRON TO CONFORM

NOTE:

RIPRAP APRON

1.5:

1

1

1

1

1

1' SPECIAL RIPRAP

BL

FINAL SLOPE

BL

REMOVE TEMPORARY FILL

STAGE 3

STAGE 2

RESTORATION OF DISTURBED AREAS

PMT-09

000-999A TOWN IN CTROADWAY IMPROVEMENTS

ROUTE ZZ

A ROAD AND B STREET



(SECTION TAKEN AT STA. 25+00)

(SECTION TAKEN AT STA. 25+00)

(SEE SHEETS PMT-03, 04, 05)

OR RIP-RAP SLOPE

TURF ESTABLISHMENT

MATERIAL

FREE DRAINING

6" GRANULAR FILL

UTILITY ACCESS

TEMPORARY

15'

STAGE 3 TRAFFIC

T.P.C.B.C.

T.P.C.B.C.

MAINTAIN

T.P.C.B.C.

T.P.C.B.C.

MAINTAIN

PAVEMENT

TEMPORARY

REMOVE

DETAILS TO BESHOWN ARE FOR

WORK ASSOCIATEDWITH THE REGULATED

AREAS

environmental permit plans state project 000-999 … · location plan 000-999 a town in ct title...

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