ENVIRONMENTAL PERMIT PLANS STATE PROJECT 000-999 … · location plan 000-999 a town in ct title...
Transcript of ENVIRONMENTAL PERMIT PLANS STATE PROJECT 000-999 … · location plan 000-999 a town in ct title...
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ROAD
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37
PEMBROKE T
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SHOREVIEW
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WA
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LDST
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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
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ONNECTICUT
M A S S A C H U S E T T S
RH
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TORRINGTON KILLINGLY
GROTON
STAMFORD
DANBURY
WATERBURY
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ONNECTICU
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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
STATE OF CONNECTICUT
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
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SNET
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#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
APPROX. LOC. 24" MAIN
APPROX. LOC. 30" MAIN
APPROX. LOC. 24" MAIN
APPROX. LOC. 30" 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
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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
APPROX. LOC. 36" MAIN
(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
LIMIT OF CONSTRUCTION
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:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
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
ROADWAY IMPROVEMENTS
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
REMOVE EXISTING PAVEMENT
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
GUIDE FOR THE DEVELOPMENT OF THEPERMIT PLAN SET
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
ON GOING CONSTRUCTION AREA FOR CONDOS 3/21/06
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.
WESTERN CONNECTICUT ASSOCIATION FOR
FOR THREE BILLBOARDS IN FAVOR OF
SUBJECT TO AN EASEMENT
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:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEETOF 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
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.
LIMIT OF CONSTRUCTION
STA. 11+00.00
BEGIN STATE PROJECT NO. 000-999
24" RC PIPE
STA. 56+80
LIMIT OF CONSTRUCTION
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
ROADWAY IMPROVEMENTS
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
ENVIRONMENTAL PERMIT PLANS
AUGUST 12, 2016PLAN DATE:
CONCRETE SIDEWALK
SIDEWALK
CONCRETE
TURF ESTABLISHMENT
RIPRAP SLOPE PROTECTION
STATE/FEDERAL WETLANDS
SEDIMENTATION CONTROL SYSTEM (SCS)
TURF ESTABLISHMENT
REMOVE EXISTING PAVEMENT
TURF ESTABLISHMENT
REMOVE EXISTING PAVEMENT
10
10
(STA. 14+50 TO STA. 21+50)
RIPRAP SLOPE PROTECTION
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
GUIDE FOR THE DEVELOPMENT OF THEPERMIT PLAN SET
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
ROW MAP 34 - 05 SH 3 OF 4
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
STONE RET WALL REMAINS
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
WILLIAM H. KATZING, II
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.
WESTERN CONNECTICUT ASSOCIATION FOR
FOR THREE BILLBOARDS IN FAVOR OF
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:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEETOF 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
1/3/2017
BLOCK:
SIGNATURE/
...\HW_MSH_GRA_PMT-4.DGN
Border Version: 11/14/08
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
15' WIDE TEMPORARY UTILITY ACCESS AREA
000-999A TOWN IN CT
GENERAL SITE PLAN
ROADWAY IMPROVEMENTS
ROUTE ZZ
A ROAD AND B STREET
(SEE SHEET PMT-09)
TYPE 1 - MODIFIED RIPRAP
PREFORMED SCOUR HOLE
SCS
SCS
15" R.C. PIPE
(SEE SHEET PMT-09)
TYPE 1 - MODIFIED RIPRAP
PREFORMED SCOUR HOLE
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.
ENVIRONMENTAL PERMIT PLANS
AUGUST 12, 2016PLAN DATE:
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)
RIPRAP SLOPE PROTECTION
FULL DEPTH RECONSTRUCTION
RIPRAP SLOPE PROTECTION
STATE/FEDERAL WETLANDS
SEDIMENTATION CONTROL SYSTEM (SCS)
(SEE NOTE A)
CONSERVATION SEED MIX(SEE NOTE A)
CONSERVATION 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:
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
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
EAPPROX. 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)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
END STATE PROJECT No. 000-999
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:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEETOF 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
1/3/2017
BLOCK:
SIGNATURE/
...\HW_MSH_GRA_PMT-5.DGN
Border Version: 11/14/08
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
ROADWAY IMPROVEMENTS
ROUTE ZZ
A ROAD AND B STREET
LEGEND:
MA
TC
H
LIN
E S
EE
DR
AWIN
G
NO.
PM
T-04
ENVIRONMENTAL PERMIT PLANS
PLAN DATE: AUGUST 30, 2016
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
STATE/FEDERAL WETLANDS
SEDIMENTATION CONTROL SYSTEM (SCS)
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)
CONSERVATION SEED MIX
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
ROUTE 37 (PEMBROKE ROAD)
CATCH BASIN
REMOVE
(STORM)
MANHOLE
RESET
CATCH BASIN
REMOVE
15" CMP
REMOVE
18" RCP
REMOVE
EXIST. PIPE
REMOVE
FULL DEPTH RECONSTRUCTION
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
ON GOING CONSTRUCTION AREA FOR CONDOS 3/21/06
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.
WESTERN CONNECTICUT ASSOCIATION FOR
FOR THREE BILLBOARDS IN FAVOR OF
SUBJECT TO AN EASEMENT
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:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEETOF 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
12/30/2016
BLOCK:
SIGNATURE/
...\HW_MSH_ENV_PMT-6.DGN
Border Version: 11/14/08
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
LIMIT OF CONSTRUCTION
STA. 11+00.00
BEGIN STATE PROJECT NO. 000-999
STA. 56+80
LIMIT OF CONSTRUCTION
LEGEND:
PERMANENT IMPACT
TEMPORARY IMPACT
SHEET N
O. P
MT-0
7
(TO REMAIN)
EXISTING 18" CMP
STATE/FEDERAL WETLANDS
SEDIMENTATION CONTROL SYSTEM (SCS)
SCS
SCS
SCS
WETLAND IMPACT
PLAN
000-999A TOWN IN CT
PMT-06
ROADWAY IMPROVEMENTS
ROUTE ZZ
A ROAD AND B STREET
ENVIRONMENTAL PERMIT PLANS
AUGUST 12, 2016PLAN DATE:
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
INVASIVE SPECIES CONTROL
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
GUIDE FOR THE DEVELOPMENT OF THEPERMIT PLAN SET
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
ROW MAP 34 - 05 SH 3 OF 4
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
STONE RET WALL REMAINS
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
WILLIAM H. KATZING, II
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.
WESTERN CONNECTICUT ASSOCIATION FOR
FOR THREE BILLBOARDS IN FAVOR OF
SUBJECT TO AN EASEMENT
26+0025+0024+0023+0022+0021+0020+00
19+00
AREA 5
WETLAND
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEETOF 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
12/30/2016
BLOCK:
SIGNATURE/
...\HW_MSH_ENV_PMT-7.DGN
Border Version: 11/14/08
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. -
15' WIDE TEMPORARY UTILITY ACCESS AREA
15' WIDE TEMPORARY UTILITY ACCESS AREA
PMT-07
000-999A TOWN IN CT
WETLAND IMPACTPLAN
ROADWAY IMPROVEMENTS
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
THE DEPARTMENT OF TRANSPORTATION WILL ONLY SUBMIT
STATE/FEDERAL WETLANDS
SEDIMENTATION CONTROL SYSTEM (SCS)
ENVIRONMENTAL PERMIT PLANS
AUGUST 12, 2016PLAN DATE:
SCS
SCS
SEE NOTE A
INVASIVE SPECIES CONTROL
APPROXIMATELY 0.70 AC. THIS SHEET
WITHIN PROJECT LIMITS.
STATION 11+00 LT TO STATION 30+20 LT,
NOTE A: INVASIVE SPECIES CONTROL,
NOTE:
SEE NOTE A
INVASIVE SPECIES CONTROL
LIMITS OF IMPACT
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
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
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
EAPPROX. 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)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
END STATE PROJECT No. 000-999
SEE NOTE A
INVASIVE SPECIES CONTROL
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEETOF 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
12/30/2016
BLOCK:
SIGNATURE/
...\HW_MSH_ENV_PMT-8.DGN
Border Version: 11/14/08
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
ROADWAY IMPROVEMENTS
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
THE DEPARTMENT OF TRANSPORTATION WILL ONLY SUBMIT
STATE/FEDERAL WETLANDS
SEDIMENTATION CONTROL SYSTEM (SCS)
ENVIRONMENTAL PERMIT PLANSPLAN DATE: AUGUST 30, 2016
APPROXIMATELY 0.30 AC. THIS SHEET
WITHIN PROJECT LIMITS.
STATION 11+00 LT TO STATION 30+20 LT,
NOTE A: INVASIVE SPECIES CONTROL,
NOTE:
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
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
ROUTE 37 (PEMBROKE ROAD)
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:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
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
ENVIRONMENTAL PERMIT PLANS
PLAN DATE: AUGUST 12, 2016
(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