Z
O
N
E
I
P
-
1
Z
O
N
E
IP
-
1
Z
O
N
E
R
-
2
0
B
L
B
L
B
L
B
L
B
L
B
L
B
L
B
L
B
L
Z
O
N
E
R
-
2
0
N/F
JORDAN BATTE &
KRYSTAL ELSTON
VOLUME 1609, PAGE 169
51 DEVONSHIRE DRIVE
N/F
DEBORAH M. FARRELL
VOLUME 1104, PAGE 71
53 DEVONSHIRE DRIVE
N/F
STATE OF CONNECTICUT
VOLUME 154, PAGE 17
118 WATERFORD PARKWAY SOUTH
N/F
COCA-COLA BOTTLING CO OF
NORTHERN NEW ENGLAND, INC
VOLUME 1134, PAGE 39
150 WATERFORD PARKWAY SOUTH
OPEN SPACE
VOLUME 455, PAGE 626
21 YORKSHIRE DRIVE
7
5
'
40'
INLAND
WETLAND
N/F
SCOTT GARDINER
VOLUME 255, PAGE 1069
31 FOG PLAIN ROAD
N
O
N
A
M
E
B
R
O
O
K
JO
R
D
AN
BR
O
O
K
(SEE N
O
TE 3D
)
L
O
C
A
T
I
O
N
N
E
V
I
N
S
INLAND
WETLAND
WF 115X
WF
75X
WF 80X
WF
95X
WF
100X
WF 105X
WF 110X
WF 5X
WF 10X
WF
15X
WF
20X
WF 25X
WF 30X
WF 35X
WF
40X
WF 42A-X
WF 42D-X
WF
45X
WF
50X
WF 55X
WF 60X
WF
85X
WF 90X
WF 120X
DB1
DB
10
DB15
DB25
DB29
WF 1
WF 5
WF 10
WF 15
WF 20
WF 25
D2
D4A
WF 30
WF 35
WF 40
WF
45
WF 50
WF 55
WF 60
WF 75
WF 80
WF 85
WF 90
WF 95
UTILITY
POLE (TYP.)
WF
100
WF
110
WF 115
WF 120
WF
280
OHW
OHW
OHW
OHW
OHW
OHW
OHW
O
H
W
O
H
W
SNET
4156
CL&P
7653
CL&P
7654
CL&P
7655
HELTCO
7657
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
SNET
4147
HELTCO
7659
CL&P
7658
WT3
WT2
WT4
APPROXIMATE
LOCATION OF
CLOSED LANDFILL
WT1
WF
175
WF
270
WF
180
WF
185
WF
265
WF
275
WF
285
WF
105
VP1
150'
A
P
P
R
O
X
I
M
A
T
E
OF
B
R
O
O
K
5
0
'
9
0
8
0
6
0
7
0
5
5
6
0
5
5
60
6
0
6
5
70
6
5
6
0
65
6
5
6
0
6
0
60
6
5
7
0
6
0
6
5
6
0
5
5
5
5
5
0
60
6
0
6
0
100
8
0
8
0
7
0
6
0
6
0
8
0
7
0
7
0
8
0
8
0
8
0
7
0
7
0
7
0
60
50
4
5
5
0
5
0
5
0
6
0
8
0
6
0
5
5
90
1
0
0
6
0
4
5
4
5
4
5
4
5
4
5
5
0
6
0
6
0
6
5
60
6
5
6
5
5
5
6
0
6
0
70
60
5
0
50
5
5
6
0
7
0
5
0
6
0
6
0
5
0
4
5
5
5
5
5
5
5
4
5
4
5
4
5
4
5
4
0
4
0
4
0
4
0
40
4
0
4
0
40
4
0
4
5
4
0
4
0
40
4
0
4
0
4
0
50
4
0
4
0
4
5
4
5
5
0
5
0
4
0
5
5
5
0
4
5
55
4
5
5
0
6
0
6
0
7
0
5
0
5
5
4
5
4
5
3
5
3
5
5
5
6
0
5
0
45
4
0
4
5
4
0
4
5
6
0
5
5
5
5
6
5
40
5
5
WATERFO
RD
PARKW
AY S
OU
TH
D
E
V
O
N
S
H
I
R
E
X
X
X
X
X
X
X
XX
X
X
X
XX
STORMWATER
MANAGEMENT
AREA 'F'
STORMWATER
MANAGEMENT
AREA 'E1'
STORMWATER
MANAGEMENT
AREA 'C2'
STORMWATER
MANAGEMENT
AREA 'G'
STORMWATER
MANAGEMENT
AREA 'A1'
STORMWATER
MANAGEMENT
AREA 'A2'
NEW BUILDING
FFE = 63.0±
FOOTPRINT =
123,284 SF
NEW
PAVED
DRIVE
(TYP.)
STORAGE YARD
(18.34± AC.)
1
0
0
'
R
E
S
I
D
E
N
T
I
A
L
B
U
F
F
E
R
120'±
152'±
492'±
STORMWATER
MANAGEMENT
AREA 'E2'
STORMWATER
MANAGEMENT
AREA 'C1'
STORMWATER
MANAGEMENT
AREA 'B1'
STORMWATER
MANAGEMENT
AREA 'D'
STORMWATER
MANAGEMENT
AREA 'B2'
OVERRUN
EXTENSION
POTENTIAL FUTURE
30'x340' BUILDING
EXPANSION
PROPOSED JORDAN BROOK
CONSERVATION EASEMENT
OWNER TO RESERVE THE RIGHT
FOR FUTURE MAINTENANCE OR
IMPROVEMENTS OF CROSSING
WITHIN THE CONSERVATION
EASEMENT
PERMANENT WILDLIFE BARRIER -
2.5' HIGH X 2.5' LONG X 6' LONG
CONCRETE BLOCKS (TYP.)
PERMANENT WILDLIFE BARRIER -
42" HIGH CHAINLINK FENCE TO
BE TOED IN A MIN. OF 6" (TYP.)
WB-65 - Interstate Semi-Trailer
VEHICLE TRACKING PATH 2
BODY OUTLINE (TYP.)
VEHICLE TRACKING PATH 2
CHASSIS OUTLINE (TYP.)
WB-65 - Interstate Semi-Trailer
VEHICLE TRACKING PATH 2
WB-65 INTERSTATE SEMI TRAILER
VEHICLE TRACKING PATH 1
BODY OUTLINE (TYP.)
VEHICLE TRACKING PATH 1
CHASSIS OUTLINE (TYP.)
VEHICLE TRACKING PATH 1
WB-65 INTERSTATE SEMI TRAILER
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
70
6
5
1
5
'
NEW 4" PAINTED LINE
NEW 12" PAINTED STOP
NEW TREELINE (TYP.)
AREA TO BE
CLEARED OF TREES
AND VEGETATION
AND MAINTAINED
TO PROVIDE
ADEQUATE SIGHT
LINE DISTANCE
MIN. 765' SIGHT LINE DISTANCE
ALONG CENTER OF TRAVEL
(DESIGN SPEED = 45 MPH,
DESIGN VEHICLE = WB-65)
SIGHT LINE
0+
00
1+
00
2+
00
3+
00
4+
00
5+
00
6+
00
7+
00
-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+00
65
70
75
65
70
75
NEW PAVED
DRIVE
CURB
EXISTING GROUND PROFILE
ALONG SIGHT LINE ALIGNMENT
80
EXISTING ROAD PROFILE
ALONG SIGHT LINE ALIGNMENT
3.5'
EYE H
EIG
HT
PO
IN
T O
F O
RIG
IN
3.5'
HEIG
HT O
F
OBJECT
MIN. 765' SIGHT LINE DISTANCE
ALONG CENTER OF TRAVEL
(DESIGN SPEED = 45 MPH,
DESIGN VEHICLE = WB-65)
2.5'
SCALE IN FEET
060 60 120 180
DESCRIPTIO
N O
F REVISIO
NREV.
DATE
APPR.
DRAWING
DRAW
N BY
DATE
APPRO
VED
BY
SCALE
CO
MM
. N
O.
PREPARED
FO
R:
DATE
STAM
P
SHEET
NO.
NO. OF
SHEETS
Lour
eiro
Engineering ●
Construction ●
EH
&S
●
Energy
Waste ●
Facility Services
● L
aboratory
©Loureiro Engineering Associates, Inc.
All rights reserved 2020
Lo
ureiro
En
gin
eerin
g A
sso
ciates, In
c.
100 Fort H
ill Road● G
roton, Connecticut 06340
Phone: 860-448-0400 ● Fax: 860-448-0899
An Em
ployee O
wned Com
pany ● w
ww
.Loureiro.com
SIG
HT LIN
E &
V
EH
IC
LE TR
AC
KIN
G A
NA
LY
SES
WB
-6
5 IN
TER
STA
TE S
EM
I-TR
AILER
CO
NC
RETE M
AN
UFA
CTU
RIN
G P
LA
NT
FA
BC
ON
P
REC
AS
T C
/O
JEFF P
RIN
CE
14
0 W
ATER
FO
RD
P
AR
KW
AY
S
OU
TH
, W
ATER
FO
RD
, C
T
16
H
UR
ON
D
RIV
E, N
ATIC
K, M
A 0
17
60
65PA0.01
1"=
120'
BJM
10/16/2020
SM
M10/16/2020
1REVISIO
NS PER PZC APPLICATIO
N REVIEW
CO
MM
EN
TS
10/30/2020
SM
M
1 1
V:\CT\W
ATERFO
RD
\W
ATERFO
RD
PARKW
AY SO
UTH
-140\W
TF AIRPO
RT - N
EW
BU
ILD
IN
G E&
S\D
WG
S\VEH
ICLE TRACKIN
G\VEH
ICLE TRACKIN
G AN
ALYSIS.D
WG
Tab: ATR01 SH
EET 1 (120) Saved: 10/30/2020 3:17 PM
Plotted: 10/30/2020 3:24 PM
1" = 80'
SIGHT LINE PLAN
HORIZONTAL SCALE: 1" = 80'
SIGHT LINE PROFILE
VERTICAL SCALE: 1" = 8'
Sheets and ViewsATR01 SHEET 1 (120)
