HomeMy WebLinkAbout23SITE5 - 2040 Rte 32 Revised Site Plan dated 2-7-23 and rec'd 5-21-2650
50
50 50
50
50
50
50
50
50
34.0'
80
.
0
'
4.0'
9.3'18.7'
p
p
p
p
p
pp
p
p
p
p
p
p
p p
p
p
p
p p
p p
p
p p
p
p
p
p
p p p p p p p p
p p
p
p
p
p
p
p
pppp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p
p
p
p p
p
p
ppp
NORWICH - NE
W
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
76
.
0
'
36.0'
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p p
p p p p
p
p
p
p
p
p p p
p
p p
p p
50
50
50
50 50 50
50
50
50
50
50
pppp
p
p
p p
p p
p
p
5
0
50
HY
A
T
T
P
L
A
C
E
D
R
I
V
E
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
D
R
I
V
E
T
H
R
U
Scale: 1"=1000'
Location Map
21-001048 NCFJOB NO.DRAWN BY:OFSHEET NO.
0DRAWING SCALE: 1"=30'15 30 60
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Cover Sheet
AMER CHOUDREY
DATE REVISIONSNO.
2040 Route 32
Montville, Connecticut
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
Subject Parcel Information
OWNER: HASSAN HUSSAIN, LLC
PARCEL ADDRESS: 2040 NEW ROUTE 32, UNCASVILLE, CT
MAILING ADDRESS: 4 BOSTON POST RD, WATERFORD, CT 06385
MBL 103/1/1A
DEED: VOLUME 663 PAGE 612
AREA: 116,639 SF = 2.68 ACRES
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0351G
EFFECTIVE DATE: JULY 18, 2011
Note:
1.ALL WORK WITHIN THE STATE HIGHWAY SHALL CONFORM TO THE CTDOT SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL
CONSTRUCTION; FORM 818.
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
p p
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
91
(AKA CT RT 32)
16 PODURGIEL LN
UNCASVILLE, CT 06382
N/F
V571/495
MAILING ADDRESS
16 PODURGIEL LN
BETH SCIARRONI
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
HOME DEPOT USA INC
M/B/L: 099/049/000
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
HOME DEPOT USA INC
M/B/L: 099/049/000
Gregg T. Fedus P.E.
PLANNING AND ZONING SUBMISSION
2040 ROUTE 32
2040 ROUTE 32, UNCASVILLE, CONNECTICUT
APPLICANT:
AMER CHOUDREY
PROPOSED CONVENIENCE STORE/GAS STATION
SHEET LIST TABLE
1 OF 9 COVER SHEET
2 OF 9 EXISTING CONDITIONS
3 OF 9 SITE PLAN
4 OF 9 SIGNING & PAVEMENT PLAN
5 OF 9 GRADING PLAN
6 OF 9 SOIL & EROSION CONTROL PLAN
7 OF 9 LANDSCAPING & LIGHTING PLAN
8 OF 9 DETAILS I
9 OF 9 DETAILS II
CT. License No. 21231
Gregg T. Fedus P.E.
UPLANDSUPLANDS
UPLANDS
February 7, 2023
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
15.1
2030 ROUTE 32
2030 ROUTE 32
M/B/L: 103/001/00B
50
50
50 50
50
50
50
50
50
50
p
p
p
p
p
pp
p
p
p
p
p
p
p p
p
p
p
p p
p p
p
p p
p
p
p
p
p p p p p p p p
p p
p
p
p
p
p
p
pppp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p
p
p
p p
p
p
ppp
NORWICH - NE
W
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p p
p p p p
p
p
p
p
p
p p p
p
p p
p p
50
50
50
50 50 50
50
50
50
50
50
pppp
p
p
p p
p p
X
X
X
p
p
5
0
50
HY
A
T
T
P
L
A
C
E
D
R
I
V
E
30' REAR YARD SETBACK
50' FRONT YARD SETB
A
C
K
50
'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
30'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
30
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
4' WIDE CHANNEL
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
Scale: 1"=1000'
Location Map
21-001048 NCFJOB NO.DRAWN BY:OFSHEET NO.
0DRAWING SCALE: 1"=30'15 30 60
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
AMER CHOUDREY
DATE REVISIONSNO.
2040 Route 32
Montville, Connecticut
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
p p
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
92
Reference Maps:
1."BOUNDARY SURVEY PROPERTY OF NDKLP MONTVILLE ASSOCIATES, LLC 2040 ROUTE 32, UNCASVILLE, CONNECTICUT " DATED:
SEPTEMBER 28, 2011, BY: JAMES BERNARDO LAND SURVEYING. LLC, LS #70121.
2."PROPERTY SURVEY MAP DEPICTING EXISTING CONDITIONS OF 2040 NEW LONDON TURNPIKE (AKA CT 32) UNCASVILLE,
CONNECTICUT PREPARED FOR: AMER CHOUDREY" DATED: APRIL 18, 2023, REVISED TO 7/6/202, BY: ANTHONY HENDRIKS, LS
#10834, FEDUS ENGINEERING,LLC.
(AKA CT RT 32)
16 PODURGIEL LN
UNCASVILLE, CT 06382
N/F
V571/495
MAILING ADDRESS
16 PODURGIEL LN
BETH SCIARRONI
M/B/L: 103/001/00B
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
Gregg T. Fedus P.E.
CT. License No. 21231
Gregg T. Fedus P.E.
UPLANDSUPLANDS
UPLANDS
WETLAND AREA DELINEATED BY
FUSS & O'NEILL
AND CONFIRMED BY DAVID LORD,
SOIL SCIENTIST
Existing Conditions
UPLANDS
UPLANDS
UPLANDS
UPLANDS
February 7, 2023
PROPOSED
IRON PIN TO BE SET
EXISTING EASEMNT
7.1
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
50
50
50 50
50
50
50
50
50
50
34.0'
80
.
0
'
4.0'
9.3'18.7'
p
p
p
p
p
pp
p
p
p
p
p
p
p p
p
p
p
p p
p p
p
p p
p
p
p
p
p p p p p p p p
p
p
p
p
p
p
p
p
pppp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p
p
p
p p
p
p
ppp
NORWICH - NE
W
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
PROPOSED
GAS PUMP CANOPY
(36x76)
(SEE NOTE #6)
PROPOSED
GAS PUMP
(6 TYP.)
8
PROPOSED
CONCRETE WALKWAYPROPOSED
TRASH ENCLOSURE
8'X20'
76
.
0
'
36.0'
8
PROPOSED
DIESEL PUMP
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p p
p p p p
p
p
p
p
p
p p p
p
p p
p p
50
50
50
50 50 50
50
50
50
50
50
pppp
p
p
p p
p p
X
X
X
p
p
24
.
0
'
PROPOSED
PLUNGE POOL
PROPOSED
RETAINING WALL
PROPOSED
DRIVE-THRU WINDOW
PROPOSED
RIP RAP5
0
50
WETLAND FLAGS 1 - 46
DELINEATED BY DAVID LORD
(MARCH,2022)
50' WETLAND
REVIEW LINE
PROPOSED
LOADING AREA
PROPOSED SITE
MONUMENT SIGN
(100 SF)
PROPOSED
F.E.U.
(TYP.)PROPOSED
OUTLET STRUCTURE
PROPOSED
AC CONDENSER
(3 TYP.)
PROPOSED
CATCH BASIN
TYPE-C
(TYP.)
HY
A
T
T
P
L
A
C
E
D
R
I
V
E
30.0'
30' REAR YARD SETBACK
50' FRONT YARD SETB
A
C
K
50
'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
30'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
30
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
61
.
5
'
66
.
8
'
48.5'
10
3
.
4
'
11
6
.
3
'
PROPOSED
DETENTION BASIN
TO BE REMOVED
/RELOCATED
PROPOSED
BITUMINOUS CONCRETE CURB
(TYP.)
PROPOSED
8" RETAINING WALL
PROPOSED
80'x62'
BUILDING
4,960 SF
FF = 176.5'
PROPOSED
PARKING STRIPING
(TYP.)
20.0'
PROPOSED
GRASS SWALE
4' WIDE CHANNEL
31.6'
PROPOSED LIMITS
OF DISTURBANCE
PROPOSED
HANDICAP SIGN
PROPOSED
FRONT DOORS
PROPOSED
WHEEL STOP
(TYP. 8)
PROPOSED
42" HIGH WOOD RAILING
-PLACED IN FRONT OF RETAINING WALL
PROPOSED SIDEWALK RAMP TYPE 4e
-(SEE SHEET NO. 8)
(TYP.)
30.0'
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
74
.
3
'
PROPOSED
DRIVE-THRU
MENU BOARD
D
R
I
V
E
T
H
R
U
PROPOSED
AIR & VACUUM
STATION
PROPOSED
42" HIGH WOOD RAILING
-PLACED ON RETAINING WALLPROPOSED
42" HIGH WOOD RAILING
-PLACED ON RETAINING WALL
PROPOSED
DRAINAGE MANHOLE
18
.
0
'
PROPOSED
GUY POLE FOR UTILITY
POLE ON PODURGIEL
- APPROVAL BY UTILITY COMPANY
PROPOSED
GUY WIRE AS REQUIRED
BY UTILITY COMPANY
PROPOSED FUTURE
PROPANE/STORAGE AREA
R15.0'
R18.0'
R
5
.
0
'
PROPOSED
UNDERGROUND FUEL
STORAGE TANKS
(TWO 15,000 GAL.)
WITH CONCRETE PAD
(28' X 46')
PROPOSED
CONCRETE LANDING
FLUSH WITH ASPHALT
PROPOSED CONCRETE
STAIRS & LANDING
6 RISERS @ 7"
5 TREADS @ 12"
PROPOSED
AC CONDENSER
(2 TYP.)
PROPOSED
CRUSHED STONE
PROPOSED
CRUSHED STONE
PROPOSED REAR DOOR
(3 TYP.)
46" CLEAR
CONCRETE TO
CONCRETE
Scale: 1"=1000'
Location Map
21-001048JOB NO.DRAWN BY:OFSHEET NO.
0DRAWING SCALE: 1"=30'15 30 60
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Site Plan
AMER CHOUDREY
DATE REVISIONSNO.
2040 Route 32
Montville, Connecticut
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
NOTES:
1.AREA OF WETLAND ON SITE IS 21,832 SF/0.50 ACRES.
2.PROPOSED AREA DISTURBED IN THE 50' REVIEW ZONE IS 21,484 SF/0.49 ACRES.
3.ALL SIGNAGE SHALL COMPLY WITH SECTION 19 OF THE MONTVILLE ZONING REGULATIONS.
4.ALL SITE SIGNAGE SHALL REQUIRE AN APPROVED ZONING PERMIT PRIOR TO INSTALLATION. SIGNAGE LOCATIONS SHALL BE IDENTIFIED IN THE FIELD BY A
LICENSED LAND SURVEYOR PRIOR TO INSTALLATION.
5.FUEL ISLAND CANOPY FOUNDATION DESIGN TO BE PROFESSIONALLY ENGINEERED TO APPLICABLE WIND AND SNOW LOADS, CANOPY LIGHTING MUST ALSO BE
FULL CUT OFF AND SUBJECT THE LUMENS RESTRICTIONS IN THE ENERGY CONSERVATION CODE.
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
p p
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
93
(AKA CT RT 32)
16 PODURGIEL LN
UNCASVILLE, CT 06382
N/F
V571/495
MAILING ADDRESS
16 PODURGIEL LN
BETH SCIARRONI
M/B/L: 103/001/00B
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
Gregg T. Fedus P.E.
CT. License No. 21231
Gregg T. Fedus P.E.
UPLANDSUPLANDS
UPLANDS
C-2 ZONING REQUIREMENTS TABLE
SECTION REGULATION REQUIREMENTS EXISTING PROPOSED
11.4 MINIMUM LOT SIZE 40,000 SF 116,639 SF 116,639 SF
11.5 MINIMUM LOT FRONTAGE 80'480'480'
11.6.1 MINIMUM FRONT YARD 50'---BUILDING 66.8'
CANOPY 61.5'
11.6.2 MINIMUM SIDE YARD 30'---BUILDING 48.5' (S)
CANOPY 168.5' (S)
11.6.3 MINIMUM REAR YARD 30'---BUILDING 103.4'
CANOPY 116.3'
11.7 MAXIMUM BUILDING HEIGHT NONE ---25.7'
4.11.10.3 MINIMUM FUEL PUMP FROM STREET 25'---74.3'
PARKING REQUIREMENTS
SECTION REGULATION MINIMUM REQ.PROPOSED
18.3.6 FREE STANDING RETAIL
5 SPACES *(4,960 SF /1000SF) = 24.8 SPACES
24.8 SPACES - 12 SPACES = 12.8 SPACES + 1 SPACE FOR TWO EMPLOYEES +
1 SPACE PER VACUUM FACILITY + 1 SPACE PER AIR FACILITY
+ 0 SPACE PER 3 INTERIOR TABLES
TOTAL: 15.8 ≈16 16 SPACES
18 VAN-ACCESSIBLE PARKING 1 SPACE REQUIRED
168.5'
WETLAND AREA DELINEATED BY
FUSS & O'NEILL
AND CONFIRMED BY DAVID LORD,
SOIL SCIENTIST
PROPOSED
POSITIVE LIMITING
BARRIER
(TYP.)
February 7, 2023
1.ALL PAVEMENT MARKINGS TO BE EPOXY RESIN.
2.ALL PAVEMENT MARKINGS TO BE INSTALLED IN ACCORDANCE WITH STANDARD SHEET TR-1210_04 AND TR-1210_08.
3.ERADICATE EXISTING CONFLICTING PAVEMENT MARKINGS.
PAVEMENT MARKING NOTES:
EXISTING EASEMNT
Reference Maps:
1."BOUNDARY SURVEY PROPERTY OF NDKLP MONTVILLE ASSOCIATES, LLC 2040 ROUTE 32, UNCASVILLE, CONNECTICUT " DATED:
SEPTEMBER 28, 2011, BY: JAMES BERNARDO LAND SURVEYING. LLC, LS #70121.
2."PROPERTY SURVEY MAP DEPICTING EXISTING CONDITIONS OF 2040 NEW LONDON TURNPIKE (AKA CT 32) UNCASVILLE,
CONNECTICUT PREPARED FOR: AMER CHOUDREY" DATED: APRIL 18, 2023, REVISED TO 7/6/202, BY: ANTHONY HENDRIKS, LS
#10834, FEDUS ENGINEERING,LLC.
BASE
POLE
FINIAL
POLE:
SP4X12 - 4" x 12' FLUTED POLEEXTRUDED ALUMINUM ALLOY
6005-T5
WALL THICKNESS - .125"
FINIAL:FIN-A4 - ACORN FINIAL FOR 4"
ROUND POLE.
CAST ALUMINUM ALLOY #356
TRIM:
TS2424N - TRIM FOR 24" X 24" SIGN
CAST ALUMINUM ALLOY #356
SIGN:
R5 -1/24 REFLECTIVE 30X3O
DO NOT ENTER SIGN
CT DOT CATALOG 31-1119
BASE:
SB-94 - SLIP-OVER BASE FOR
4" OD POLECAST ALUMINUM ALLOY #356
(ALSO AVAILABLE IN
TWO-PIECE OPTION 2PC8)
SIDE A
TRIM
SIGN
BASE
POLE
FINIAL
POLE:
SP4X12 - 4" x 12' FLUTED POLEEXTRUDED ALUMINUM ALLOY
6005-T5
WALL THICKNESS - .125"
FINIAL:FIN-A4 - ACORN FINIAL FOR 4"
ROUND POLE.
CAST ALUMINUM ALLOY #356
TRIM:
TS2424N - TRIM FOR 24" X 24" SIGN
CAST ALUMINUM ALLOY #356
SIGN:R5 -1/24 REFLECTIVE 24X24
ENTER SIGN
SPECIFY VINYL TYPE
BASE:
SB-94 - SLIP-OVER BASE FOR
4" OD POLECAST ALUMINUM ALLOY #356
(ALSO AVAILABLE IN
TWO-PIECE OPTION 2PC8)
SHOWN WITH 2' BELOW GRADE POLE BURIAL
SIGN
SHOWN WITH 2' BELOW GRADE POLE BURIAL
SIDE B
N.T.S.
PROPOSED NORTHERLY PARKING AREA
PROPOSED
RETAINING WALL
PROPOSED42" HIGH WOOD RAILING
-PLACED IN FRONT OF RETAINING WALL
1.ALL EXISTING SIGN ASSEMBLIES WITHIN THE PROJECT LIMITS NOT CALLED OUT FOR REPLACEMENT ARE TO REMAIN.
2.INSTALL SIGNS AND METAL SIGNS POSTS IN ACCORDANCE WITH TRAFFIC STANDARD SHEETS TR-1208_01 AND TR-1208_02.
3.EXACT LOCATIONS OF SIGNS TO BE VERIFIED BY ENGINEER.
4.SIGNS SHALL BE AT LEAST 10-FEET FROM ALL UTILITY POLES.
5.ALL SIGNS SHOULD BE REFERENCED ACCORDING TO THE CONNECTICUT DEPARTMENT OF TRANSPORTATION SIGN CATALOG
SIGNING NOTES:
SIGN
BASE
POLE
FINIAL
POLE:SP4X12 - 4" x 12' FLUTED POLE
EXTRUDED ALUMINUM ALLOY
6005-T5WALL THICKNESS - .125"
FINIAL:
FIN-A4 - ACORN FINIAL FOR 4"
ROUND POLE.
CAST ALUMINUM ALLOY #356
TRIM:
TS2424N - TRIM FOR 24" X 24" SIGNCAST ALUMINUM ALLOY #356
SIGN:
R5 -1/24 REFLECTIVE 24X24
LEFT TURN ONLY
SPECIFY VINYL TYPE
BASE:
SB-94 - SLIP-OVER BASE FOR4" OD POLE
CAST ALUMINUM ALLOY #356
(ALSO AVAILABLE INTWO-PIECE OPTION 2PC8)
SHOWN WITH 2' BELOW GRADE POLE BURIAL
SIGN
SIDE B
LEFT
TURN
ONLY
LEFTTURN
ONLY
SIGN:R5 -1/24 REFLECTIVE 24X24
NO LEFT TURNS
SPECIFY VINYL TYPE
CT DOT CATALOG 31-1603
NCF
SIGN:
R5 -1/24 REFLECTIVE 24X24
NO LEFT TURNS (FOR NEW SPANS)SPECIFY VINYL TYPE
CT DOT CATALOG 31-1629
Sign Legend
TO REMAIN/ NOT BE
IMPACTED DURING
CONSTRUCTION OR
PROPOSED SIGNS
SIGN:R5 -1/24 REFLECTIVE 24X24
ENTER SIGN
SPECIFY VINYL TYPE
EXITONLY
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
5.1
14.1
14.1
14.2
14.3
14.4
14.5
5.3
5.4
5.5
14.6
5.6
10.1
5.7
5.86.1
6.1
14.7
5.9
5.11
5.12
10.2
7.1
5.3
5.13
7.2
5.85.2
5.5
5.5
5.10
5.10
50
50
50 50
50
50
50
50
50
50
34.0'
80
.
0
'
4.0'
9.3'18.7'
p
p
p
p
p
pp
p
p
p
p
p
p
p p
p
p
p
p p
p p
p
p p
p
p
p
p
p p p p p p p p
p p
p
p
p
p
p
p
pppp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p
p
p
p p
p
p
ppp
NORWICH - NE
W
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
76
.
0
'
36.0'
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p p
p p p p
p
p
p
p
p p p p
p
p p
p p
50
50
50
50 50 50
50
50
50
50
50
pppp
p
p
p p
p p
X
X
X
p
p
5
0
50
HY
A
T
T
P
L
A
C
E
D
R
I
V
E
TO BE REPLACED IN KIND
4' WIDE CHANNEL
PROPOSED
DO NOT ENTER
SIGN
RIGHT OF WAY LINE
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
D
R
I
V
E
T
H
R
U
PROPOSED
PARKING STRIPING
(TYP.)
PROPOSED
"LEFT TURN ONLY"
SIGN CT DOT
CATALOG 31-1609
DRIVE WAY LOCATED IN CTDOT
R.O.W. WILL BE PAVED WITH HOT
MIX BITUMINOUS ASPHALT
(TYP.)
PROPOSED
"NO LEFT TURN" SIGN
CT DOT CATALOG 31-1629
PROPOSED
LANE LINE
PROPOSED
DOTTED EXTENSION LINE (2' LINES AT 4' SPACING)
- PER CTDOT STANDARD SHEET "TR-1210_08"
PROPOSED
"LEFT TURN ONLY"
LANE EXTENDED
-REMOVE EXISTING
PAVEMENT MARKINGS
PROPOSED
PAVEMENT ARROW
PROPOSED STOP SIGN
(CTDOT 31-0552)
52'
139'
89'
PROPOSED
LANE LINE PROPOSED
PAVEMENT ARROW
PROPOSED
PAVEMENT ARROW
REPAINT EXISTING ARROW SIDEWALK
TO BE REPLACED
PROPOSED
PAVEMENT ARROW
(TYP.)
PROPOSED BACK-TO-BACK
"EXIT ONLY/DO NOT ENTER" &
"NO LEFT TURN" SIGN CTDOT
CATALOG 31-1119 & 31-1603
PROPOSED
DOUBLE YELLOW CENTERLINE (DYCL)
-PER CTDOT STANDARD SHEET "TR-1210_04"
95'
FIRE TRUCK TRACKING PATH LINES
AERIAL FIRE TRUCK
AERIAL FIRE TRUCK
SIDEWALK
TO BE REPLACED
PROPOSED
BACK-TO-BACK
ENTER SIGN
PROPOSED
DO NOT ENTER
SIGNSTOP BAR
(TYP.)
Scale: 1"=1000'
Location Map
21-001048JOB NO.DRAWN BY:OFSHEET NO.
0DRAWING SCALE: 1"=30'15 30 60
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Signing & Pavement Plan
AMER CHOUDREY
DATE REVISIONSNO.
2040 Route 32
Montville, Connecticut
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
p p
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
94
(AKA CT RT 32)
16 PODURGIEL LN
UNCASVILLE, CT 06382
N/F
V571/495
MAILING ADDRESS
16 PODURGIEL LN
BETH SCIARRONI
M/B/L: 103/001/00B
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
Gregg T. Fedus P.E.
CT. License No. 21231
Gregg T. Fedus P.E.
UPLANDSUPLANDS
UPLANDS
February 7, 2023
1.ALL PAVEMENT MARKINGS TO BE EPOXY RESIN.
2.ALL PAVEMENT MARKINGS TO BE INSTALLED IN ACCORDANCE WITH STANDARD SHEET TR-1210_04 AND TR-1210_08.
3.ERADICATE EXISTING CONFLICTING PAVEMENT MARKINGS.
PAVEMENT MARKING NOTES:
EXISTING EASEMNT
Reference Maps:
1."BOUNDARY SURVEY PROPERTY OF NDKLP MONTVILLE ASSOCIATES, LLC 2040 ROUTE 32, UNCASVILLE, CONNECTICUT " DATED:
SEPTEMBER 28, 2011, BY: JAMES BERNARDO LAND SURVEYING. LLC, LS #70121.
2."PROPERTY SURVEY MAP DEPICTING EXISTING CONDITIONS OF 2040 NEW LONDON TURNPIKE (AKA CT 32) UNCASVILLE,
CONNECTICUT PREPARED FOR: AMER CHOUDREY" DATED: APRIL 18, 2023, REVISED TO 7/6/202, BY: ANTHONY HENDRIKS, LS
#10834, FEDUS ENGINEERING,LLC.
BASE
POLE
FINIALPOLE:
SP4X12 - 4" x 12' FLUTED POLE
EXTRUDED ALUMINUM ALLOY
6005-T5
WALL THICKNESS - .125"
FINIAL:
FIN-A4 - ACORN FINIAL FOR 4"
ROUND POLE.
CAST ALUMINUM ALLOY #356
TRIM:
TS2424N - TRIM FOR 24" X
24" SIGN
CAST ALUMINUM ALLOY
#356
SIGN:
R5 -1/24 REFLECTIVE 30X3O
DO NOT ENTER SIGN
CT DOT CATALOG 31-1119
BASE:
SB-94 - SLIP-OVER BASE FOR
4" OD POLE
CAST ALUMINUM ALLOY #356
(ALSO AVAILABLE IN
TWO-PIECE OPTION 2PC8)
SIDE A
TRIM
SIGN
BASE
POLE
FINIALPOLE:
SP4X12 - 4" x 12' FLUTED POLE
EXTRUDED ALUMINUM ALLOY
6005-T5
WALL THICKNESS - .125"
FINIAL:
FIN-A4 - ACORN FINIAL FOR 4"
ROUND POLE.
CAST ALUMINUM ALLOY #356
TRIM:
TS2424N - TRIM FOR 24" X
24" SIGN
CAST ALUMINUM ALLOY
#356
SIGN:
R5 -1/24 REFLECTIVE
24X24
ENTER SIGN
SPECIFY VINYL TYPE
BASE:
SB-94 - SLIP-OVER BASE FOR
4" OD POLE
CAST ALUMINUM ALLOY #356
(ALSO AVAILABLE IN
TWO-PIECE OPTION 2PC8)
SHOWN WITH 2' BELOW GRADE POLE BURIAL
SIGN
SHOWN WITH 2' BELOW GRADE POLE BURIAL
SIDE B
TO REMAIN/ NOT BE
IMPACTED DURING
CONSTRUCTION OR
PROPOSED SIGNS
1.ALL EXISTING SIGN ASSEMBLIES WITHIN THE PROJECT LIMITS NOT CALLED OUT FOR REPLACEMENT ARE TO REMAIN.
2.INSTALL SIGNS AND METAL SIGNS POSTS IN ACCORDANCE WITH TRAFFIC STANDARD SHEETS TR-1208_01 AND TR-1208_02.
3.EXACT LOCATIONS OF SIGNS TO BE VERIFIED BY ENGINEER.
4.SIGNS SHALL BE AT LEAST 10-FEET FROM ALL UTILITY POLES.
5.ALL SIGNS SHOULD BE REFERENCED ACCORDING TO THE CONNECTICUT DEPARTMENT OF TRANSPORTATION SIGN CATALOG
SIGNING NOTES:
SIGN
BASE
POLE
FINIALPOLE:
SP4X12 - 4" x 12' FLUTED POLE
EXTRUDED ALUMINUM ALLOY
6005-T5
WALL THICKNESS - .125"
FINIAL:
FIN-A4 - ACORN FINIAL FOR 4"
ROUND POLE.
CAST ALUMINUM ALLOY #356
TRIM:
TS2424N - TRIM FOR 24" X
24" SIGN
CAST ALUMINUM ALLOY
#356
SIGN:
R5 -1/24 REFLECTIVE
24X24
LEFT TURN ONLY
SPECIFY VINYL TYPE
BASE:
SB-94 - SLIP-OVER BASE FOR
4" OD POLE
CAST ALUMINUM ALLOY #356
(ALSO AVAILABLE IN
TWO-PIECE OPTION 2PC8)
SHOWN WITH 2' BELOW GRADE POLE BURIAL
SIGN
SIDE B
LEFT
TURN
ONLY
LEFT
TURNONLY
SIGN:
R5 -1/24 REFLECTIVE
24X24
NO LEFT TURNS
SPECIFY VINYL TYPE
CT DOT CATALOG 31-1603
NCF
SIGN:
R5 -1/24 REFLECTIVE
24X24
NO LEFT TURNS (FOR NEW
SPANS)
SPECIFY VINYL TYPE
CT DOT CATALOG 31-1629
Sign Legend
TO REMAIN/ NOT BE
IMPACTED DURING
CONSTRUCTION OR
PROPOSED SIGNS
SIGN:
R5 -1/24 REFLECTIVE
24X24
ENTER SIGN
SPECIFY VINYL TYPE
EXIT
ONLY
SIGN:
R1 -1 REFLECTIVE 30" (750)
STOP SIGN
SPECIFY VINYL TYPE
CT DOT CATALOG 31-0552
INFERNO 107' AERIAL LADDER TRUCK
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
10.1
14.1
14.1
14.1
172.82
50
50
50 50
50
50
50
50
50
50
34.0'
80
.
0
'
4.0'
9.3'18.7'
p
p
p
p
p
pp
p
p
p
p
p
p
p p
p
p
p
p p
p p
p
p p
p
p
p
p
p p p p p p p p
p
p
p
p
p
p
p
p
pppp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p
p
p
p p
p
p
ppp
NORWICH - NE
W
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
76
.
0
'
36.0'
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p p p p p p
p
p
p
p p p
p p
p
p p
p p
5
0
50
50
50 50 50
50
50
50
5
0
50
ppp
p
p
p
p p
p p
X
X
X
p
p
1
8
6
18
8
178
177.0
1
8
0
1
7
8
1
7
4
17
4
158.0
PROPOSED
TYPE C
CATCH BASIN #1
TF = 172.00'
INV. OUT = 165.11'
PROPOSED
TYPE C
CATCH BASIN #2
TF=171.43'
INV. IN = 164.42'
INV. OUT= 164.32'
PROPOSED
69 LF 15" HDPE
S= 1.0%
PROPOSED
86 LF 15" HDPE
S= 5.0%
PROPOSED
41 LF 15" HDPE
S= 0.8%
PROPOSED
17 LF 15" HDPE
S= 1.5%
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
PROPOSED F.E.U
INV. 158.10'
PROPOSED
CONTROL STRUCTURE 1
TF = 163.5'
INV. OUT = 158.00' 3"
INV. OUT = 161.00' 4"
INV. OUT = 163.50' GRATE
PROPOSED F.E.U.
INV. = 157.75'
PROPOSED
RETAINING WALL
(DETENTION BASIN)
T.O.W = 164.00'
5
0
50
PROPOSED
PLUNGE POOL
PROPOSED
RIP RAP
PROPOSED
TRASH ENCLOSURE
FF = 181.0'
HY
A
T
T
P
L
A
C
E
D
R
I
V
E
PROPOSED
HYDRO-DYNAMIC
SEPARATOR 1
TF = 163.00'
INV. IN = 158.26'
INV. OUT = 158.16'
170
16
8
166
164
16
4
162
180
PROPOSED
RETAINING WALL
TOW = 186.00'
166
PROPOSED
8" RETAINING WALL
TOW = 174.5'
TO BE REMOVED
/RELOCATED
PROPOSED
80'x62'
BUILDING
4,960 SF
FF = 176.5'
PROPOSED
DETENTION BASIN BOTTOM
ELEVATION = 158.00'
4' WIDE CHANNEL
PROPOSED LIMITS OF DISTURBANCE
FOLLOWS THE PROPOSED SILT FENCE
PROPOSED
WATER CONNECTION
(RUN BESIDE SIDEWALK TO
CONNECT AT PODURGIEL LANE)
PROPOSED
SEWER CONNECTION
(RUN BESIDE SIDEWALK TO
CONNECT AT PODURGIEL LANE)17
6
UE UE UE
PROPOSED
UNDERGROUND
ELECTRIC CONNECTION
A
A
PROPOSED
ROOF LEADERS PIPED
DOWN COLUMNS TO
CATCH BASIN #2
PROPOSED
TYPE C
CATCH BASIN #3
TF=164.25'
INV. IN = 160.02'
INV. OUT = 159.77'
1
6
4
1
6
8
1
6
6
17
0
17
2
1
7
6
180
18
2
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
D
R
I
V
E
T
H
R
U
176.00
PROPOSED
RETAINING WALL
TOW = 180.50'
PROPOSED
ROOF LEADERS PIPED
TO CATCH BASIN #2
PROPOSED
YARD DRAIN
TF = 175.75
PROPOSED
YARD DRAIN
TF = 175.75
B
B
PROPOSED EMERGENCY SPILL WAY
ELEVATION =163.75'
PROPOSED RIP RAP
180
176.36
PROPOSED
GRASS SWALE
172.68
172
172.46
172.36
PROPOSED H-20 1000 GALLON GREASE
INTERCEPTOR - 2 MANHOLES TO GRADE -
INVERTS TO BE DETERMINED IN THE FIELD
1
8
4
172.82
p
p
p
pp
p
p
p
p
p
p
p
p
p p
p p
p
pp
PARCEL #1
p p
p p
50
50
50
17
4
172.68
172.46
172.36
172.82
Scale: 1"=1000'
Location Map
21-001048JOB NO.DRAWN BY:OFSHEET NO.
0DRAWING SCALE: 1"=30'15 30 60
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Grading Plan
AMER CHOUDREY
DATE REVISIONSNO.
2040 Route 32
Montville, Connecticut
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
NOTES:
1.AREA OF WETLAND ON SITE IS 21,832 SF/0.50 ACRES.
2.PROPOSED AREA DISTURBED IN THE 50' REVIEW ZONE IS 21,484 SF/0.49 ACRES
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
p p
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
95
(AKA CT RT 32)
16 PODURGIEL LN
UNCASVILLE, CT 06382
N/F
V571/495
MAILING ADDRESS
16 PODURGIEL LN
BETH SCIARRONI
M/B/L: 103/001/00B
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
Gregg T. Fedus P.E.
CT. License No. 21231
Gregg T. Fedus P.E.
UPLANDSUPLANDS
UPLANDS
WETLAND AREA DELINEATED BY
FUSS & O'NEILL
AND CONFIRMED BY DAVID LORD,
SOIL SCIENTIST
PROPOSED BASIN PLANTS SEEDED WITH WOOL
- SEDGE 2" PLUG (SCIRPUS CYPERINUS) (155),
-SOFT RUSH 2" PLUG (JUNUCS EFFUSUS) (58),
-HOT SEDGE (CAREX LUPULINA)(58)
(BASIN TO BE SEEDED BETWEEN APRIL 1 AND JUNE 1)
PROPOSED 4" UNDERDRAIN
February 7, 2023
PROPOSED
IRON PIN TO BE SET
EXISTING EASEMNT
Reference Maps:
1."BOUNDARY SURVEY PROPERTY OF NDKLP MONTVILLE ASSOCIATES, LLC 2040 ROUTE 32, UNCASVILLE, CONNECTICUT " DATED:
SEPTEMBER 28, 2011, BY: JAMES BERNARDO LAND SURVEYING. LLC, LS #70121.
2."PROPERTY SURVEY MAP DEPICTING EXISTING CONDITIONS OF 2040 NEW LONDON TURNPIKE (AKA CT 32) UNCASVILLE,
CONNECTICUT PREPARED FOR: AMER CHOUDREY" DATED: APRIL 18, 2023, REVISED TO 7/6/202, BY: ANTHONY HENDRIKS, LS
#10834, FEDUS ENGINEERING,LLC.
N.T.S.
PROPOSED NORTHERLY PARKING AREA
2.50%
1.00%
4.00%
1.40%
172.68
172.46
172.36
4.00%
PROPOSED
TYPE C
CATCH BASIN #1
TF = 172.00'
INV.OUT = 165.11'
2.00%
2.00%
NCF
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
13.1
13.1
5.4
5.7
5.7
5.6
5.3
5.1
5.2
5.9
5.10
5.8
5.5
5.2
5.12
5.11
5.6
5.8
5.9
172.82
50
50
50 50
50
50
50
50
50
50
34.0'
80
.
0
'
4.0'
9.3'18.7'
p
p
p
p
p
pp
p
p
p
p
p
p
p p
p
p
p
p p
p p
p
p p
p
p
p
p
p p p p p p p p
p p
p
p
p
p
p
p
pppp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p
p
p
p p
p
p
ppp
NORWICH - NE
W
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
76
.
0
'
36.0'
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p p
p p p p
p
p
p
p
p
p p p
p
p p
p p
50
50
50
50 50 50
50
50
50
50
50
pppp
p
p
p p
p p
X
X
X
p
p
1
8
6
18
8
178
177.0
1
8
0
1
7
8
1
7
4
17
4
158.0
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
PROPOSED
HAY BALE
PROPOSED
SILT FENCE IN FRONT OF HAY BALES
(PROPOSED LIMITS OF DISTURBANCE FOLLOWS THE PROPOSED SILT FENCE)
5
0
50
HY
A
T
T
P
L
A
C
E
D
R
I
V
E
17
0
168
166
16
4
16
4
162
180
166
30' REAR YARD SETBACK
50' FRONT YARD SETB
A
C
K
50
'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
30'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
30
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
TO BE REMOVED
/RELOCATED
PROPOSED
80'x62'
BUILDING
4,960 SF
FF = 176.5'
PROPOSED STOCKPILE
LOCATION
4' WIDE CHANNEL
PROPOSED
COIR WATTLE CHECK DAM
PROPOSED
COIR WATTLE CHECK DAM
PROPOSED DEWATERING BASIN
-WITH 15' X 15' DEWATERING BAG
51
5 10
51
2
5 10
51
5
10
51
2
5
10
17
6
UE UE UE
1
6
4
1
6
8
1
6
6
170
17
2
1
7
6
180
18
2
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
D
R
I
V
E
T
H
R
U
176.00
180
176.36
172.68
17
2
172.46
172.36
1
8
4
pp
p
p
p
p
p
p
p
p p
p
p
p
p
p
76
.
0
'
50
50
50
SF
SF
5
1
5 10
5
1
2
5 10
Scale: 1"=1000'
Location Map
21-001048JOB NO.DRAWN BY:OFSHEET NO.
0DRAWING SCALE: 1"=30'15 30 60
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Soil & Erosion Control Plan
AMER CHOUDREY
DATE REVISIONSNO.
2040 Route 32
Montville, Connecticut
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
p p
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
96
(AKA CT RT 32)
16 PODURGIEL LN
UNCASVILLE, CT 06382
N/F
V571/495
MAILING ADDRESS
16 PODURGIEL LN
BETH SCIARRONI
M/B/L: 103/001/00B
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
Gregg T. Fedus P.E.
TWO STAKES PER BALE
HAY BALE BARRIER DETAIL
NOT TO SCALE
FLOW DIRECTION
SF SF
NOT TO SCALE
SILT FENCE DETAIL
STEP 1
2"x4"x4' POSTS
SET 8' - 10' APART
EXISTING
GRADE
SET POSTS AND EXCAVATE A 6"x6" TRENCH.
SET POSTS DOWNSLOPE.
STEP 2
STEP 3 STEP 4
ANGLE 10° UPSLOPE
FOR STABILITY AND
SELF CLEANING
12" MIN. DEPTH
100°
WIRE FENCING
STAPLE THE WIRE MESH FENCING TO END
POSTS.
FILTER FABRIC
ATTACH FILTER FABRIC TO THE WIRE FENCING
AND EXTEND IT TO THE TRENCH.
COMPACTED
BACKFILL
BACKFILL THE TRENCH AND COMPACT THE
EXCAVATED SOIL.
PROPOSED ANTI-TRACKING PAD
N.T.S.
ANTI-TRACKING PAD
CT. License No. 21231
Gregg T. Fedus P.E.
UPLANDSUPLANDS
UPLANDS
VEGETATIVE TURF ESTABLISHMENT PROCEDURE
SCARIFY ALL AREAS TO BE TOPSOILED AND SEEDED. APPLY A MINIMUM OF 4 INCHES OF TOPSOIL ON ALL AREAS TO BE SEEDED. APPLY
GRASS SEED, LIME, FERTILIZER AND MULCH ACCORDING TO THE FOLLOWING SCHEDULE:
PERMANENT SEED MIXTURE:
CREEPING RED FESCUE 2.4 LBS. PER 1,000 SQ. FT.
REDTOP 0.2
TALL FESCUE 2.4
TOTAL 5.0
FERTILIZER:
10-10-10 APPLY AT 7.5 LBS. PER 1,000 SQ. FT.
LIMESTONE:
APPLY AT 150 LBS. PER 1,000 SQ. FT.
MULCHING:
SPREAD HAY OR STRAW OVER ALL AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES PER 1,000 SQ. FT.
TARGET FOR 100% COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS NECESSARY.
SEEDING DATES:
SEEDING DATES IN CONNECTICUT ARE NORMALLY APRIL 1 THROUGH JUNE 15 AND AUGUST 15 THROUGH OCTOBER 1.
SEED GERMINATION NORMALLY CANNOT BE EXPECTED FROM NOVEMBER THROUGH FEBRUARY. IF ADEQUATE SEED
GERMINATION IS NOT POSSIBLE DUE TO TIME OF YEAR CONSTRAINTS, MULCHING SHALL BE ADEQUATELY PROVIDED
TO PROTECT THE SEED FROM WIND AND SURFACE EROSION UNTIL THE WEATHER IMPROVES AND THE SEEDING
BECOMES WELL ESTABLISHED.
CONSTRUCTION SEQUENCE
1.INSTALL ALL EROSION AND SEDIMENT CONTROL AS SHOWN ON APPROVED PLANS.
2.INSPECTION OF EROSION CONTROL INSTALLATION BY TOWN STAFF & DESIGN ENGINEER.
3.CLEAR AND GRUB SITE TO LIMITS OF DISTURBANCE.
4.ROUGH GRADE SITE.
5.CONSTRUCT OF RETAINING WALL.
6.CONSTRUCT BUILDING.
A.EXCAVATE FOUNDATION OF BUILDING
B.FORM AND POUR FOOTINGS AND WALLS
C.STRIP FORMS, WATERPROOF FOUNDATIONS AND BACKFILL
D.COMPACT LOWER LEVEL FLOOR AND POUR CONCRETE FLOORS
E.FRAME BUILDING AND ROOFING
F.INSTALL WINDOWS AND DOORS
G.INSTALL SIDING
H.ROUGH MECHANICALS
I.INSULATE
J.SHEETROCK
K.INTERIOR TRIM AND DOORS
L.FLOORING
M.FINISH MECHANICALS
N.PAINT
7.CONSTRUCT TANKS
8.CONSTRUCT CANOPY & PUMPS
9.REMOVE UTILITY POLE
10.CONSTRUCT BASIN.
11.INSTALL SEWER LINE.
12.INSTALL WATER LINE.
13.INSTALL DRAINAGE SYSTEM.
14.INSTALL UNDERGROUND ELECTRIC.
15.INSTALL SUBGRADE AND COMPACT IN PAVED AREAS.
16.INSTALL SIDEWALKS.
17.PLACE BINDER COURSE.
18.INSTALL SURFACE COURSE.
19.LOAM AND SEED DISTURBED AREAS.
20.LANDSCAPE FINISHED AREAS.
21.FINAL STABILIZATION OF SITE.
22.FINAL CLEANING OF STORMWATER SYSTEM AND GENERAL SITE CLEANUP.
23.OBTAIN FINAL INSPECTIONS.
24.REMOVE EROSION AND SEDIMENTATION CONTROL DEVICES.
SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE
THE SITE CONTRACTOR MUST FOLLOW ALL GUIDELINES SET FORTH IN THE MANUAL ENTITLED "2002 CONNECTICUT GUIDELINES FOR
SOIL EROSION AND SEDIMENT CONTROL" PUBLISHED BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN
COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION. THIS MANUAL IS ALSO KNOWN AS DEP
BULLETIN 34. IN ADDITION THE SITE CONTRACTOR MUST FOLLOW THE TOWN'S ZONING AND SUBDIVISION REGULATIONS, TOWN
EMERGENCY STANDARDS AND SPECIFICATIONS, CTDOT FORM 816 WHERE APPLICABLE.
COIR WATTLE: CHECK DAMS IN SLOPES & WATERWAYS
CONTROL BLANKET (ECB).
MAT (TRM) OR EROSION
TURF REINFORCEMENT
WITH PERMANENT WOODY PLANTS.
COIR WATTLE AND WILLOW FASCINES STABALIZING SLOPE
WEDGE
COIR WATTLEFIGURE2A
FIGURE1
THAN POINT B
POINT A SHOULD BE HIGHER
COIR WATTLEWEDGEFIGURE2B
PROPER PLACEMENT OF COIR WATTLE IN SLOPE
WEDGE
COIR WATTLE
BA
PROPER PLACEMENT OF COIR WATTLE IN DRAINAGE WAY
WILLOW
FASCINES
NOTES:
1. ON DRAINAGE WAY LINED WITH TURF REINFORCEMENT MAT (TRM) OR EROSION CONTROL BLANKET (ECB), COIR WATTLE SHALL BE
INSTALLED AS CHECK DAMS (FIG 1).
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3. DO NOT SCALE DRAWING.
4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
REFERENCE NUMBER 084-015A.
N.T.S.
PROPOSED COFFER DAM AROUND FUEL TANKS
PROPOSED COFFER DAM
(SHEET PILLING)
PROPOSED CONCRETE PAD
PROPOSED FUEL TANKS
February 7, 2023
NCF
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
50
50
50 50
50
50
50
50
50
50
34.0'
80
.
0
'
4.0'
9.3'18.7'
p
p
p
p
p
pp
p
p
p
p
p
p
p p
p
p
p
p p
p p
p
p p
p
p
p
p
p p p p p p p p
p p
p
p
p
p
p
p
pppp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p
p
p
p p
p
p
ppp
NORWICH - NE
W
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
76
.
0
'
36.0'
p
p
p
p
p
p
p
p
p
p
p
p p p p p p p p p p
p p p p
p
p
p
p
p
p p p
p
p p
p p
50
50
50
50 50 50
50
50
50
50
50
pppp
p
p
p p
p p
X
X
X
p
p
5
0
50
HY
A
T
T
P
L
A
C
E
D
R
I
V
E
30' REAR YARD SETBACK
50' FRONT YARD SETB
A
C
K
50
'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
30'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
30
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
TO BE REMOVED
/RELOCATED
PROPOSED
80'x62'
BUILDING
4,960 SF
FF = 176.5'
4' WIDE CHANNEL
51
5 10
51
2
5 10
51
5
10
51
2
5
10
27 KL
PROPOSED
AREA LIGHT
- CUT-OFF
(9 TYPICAL)
1 BP
PROPOSED
CANOPY
LIGHTS
(8 TYP.)
PROPOSED
WALL PACK
(2 TYP.)
UE UE UE
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
D
R
I
V
E
T
H
R
U
PROPOSED
MULCH AROUND PLANTING
(TYP.)
- BALANCE OF DISTURBED ARE
TO BE PLANTED WITH GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ISLAND
GRASS
ISLAND
GRASS
ISLAND
GRASS
GR
A
S
S
GRASS
GRASS
Scale: 1"=1000'
Location Map
21-001048JOB NO.DRAWN BY:OFSHEET NO.
0DRAWING SCALE: 1"=30'15 30 60
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Landscaping & Lighting Plan
AMER CHOUDREY
DATE REVISIONSNO.
2040 Route 32
Montville, Connecticut
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
NOTES:
1.AREA OF WETLAND ON SITE ARE 21,832 SF/0.50 ACRES.
2.PROPOSED AREA DISTURBED IN THE 50' REVIEW ZONE IS 21,484 SF/0.49 ACRES.
3.ALL PLANTED AND LANDSCAPED AREAS SHALL BE MAINTAINED CONTINUOUSLY BY THE OWNER OF THE PROPERTY.
ALL TREES REQUIRED TO BE PLANTED IN LANDSCAPED AREAS SHALL BE AT LEAST SIX-FEET IN HEIGHT AT THE TIME
OF THE PLANTING.
4.THE OWNER OF PROPERTY USED FOR PARKING AND / OR LOADING SHALL MAINTAIN SUCH AREA AND ALL REQUIRED
SIDEWALKS AND BUFFER AREAS IN GOOD CONDITIONS WITHOUT HOLES AND FREE OF ALL DUST, TRASH, AND
OTHER DEBRIS.
5.ALL SITE LIGHTING MUST BE OF THE "FULL CUT OFF" DESIGN, AND CONTROLLED FOR DAYLIGHT AND DIMMING AS
DEFINED BY THE CT MODIFICATIONS TO THE INTERNATIONAL ENERGY CONSERVATION CODE.
6.LIGHT POLE BASES SHALL BE ENGINEERED FOR WIND LOADS ASSOCIATED WITH THE ACTUAL POST TO BE
INSTALLED. MANUFACTURERS SPECIFICATIONS WHERE PRE-ENGINEERED ARE ACCEPTABLE.
7.POST SIGN WILL REQUIRE A SEPARATE PERMIT, AND REQUIRE ENGINEERED FOUNDATION FOR WIND LOAD DESIGN.
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
p p
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
97
·SOIL MANAGEMENT:
··THE TREATMENT BEGINS WITH SOIL TESTING TO DETERMINE
ITS PH LEVEL, NUTRIENT COMPOSITION, AND TEXTURE. BASED
ON THE RESULTS, THE SOIL MAY REQUIRE AMENDMENTS LIKE
ORGANIC COMPOST OR SAND TO IMPROVE ITS FERTILITY AND
DRAINAGE. REGULAR MULCHING HELPS TO RETAIN SOIL
MOISTURE, REDUCE EROSION, AND SUPPRESS WEED GROWTH.
·PLANT SECTION:
··THE PLANTS CHOSEN FOR THESE LANDSCAPED ISLANDS WERE
DONE TO INSURE VISUAL APPEAL AND SUSTAINABILITY.
NATIVE PLANTS WERE CHOSEN TO ADAPTED TO THE LOCAL
CLIMATE AND SOIL CONDITIONS. THESE PLANTS ARE MORE
RESISTANT TO LOCAL PESTS AND DISEASES, AND SUPPORT
LOCAL BIODIVERSITY.
·GROUND COVER:
··GRASS, MOSS, AND PLANTS WITH A LOW GROWTH PATTERN
WILL BE INCLUDED IN THE LANDSCAPING. THESE SELECTIONS
CONTRIBUTE TO SOIL EROSION PREVENTION WHILE ALSO
DELIVERING A VISUALLY APPEALING AND DIVERSE SURFACE.
·INCORPORATING HARD SURFACES:
··WE HAVE MINIMIZED THE INCLUSION OF NON-ESSENTIAL
PATHWAYS, BENCHES, OR OTHER HARDSCAPES INTENDED FOR
HUMAN USE, IN AN EFFORT TO LESSEN THE IMPACT ON THE
VEGETATION.
·WATER MANAGEMENT:
··A THOUGHTFUL DRAINAGE SYSTEM HAS BEEN CREATED TO
MITIGATE THE RISKS OF WATERLOGGING AND PLANT DISEASE.
THIS DESIGN IS ALSO ADEPT AT MINIMIZING THE NEED FOR
AN EXTENSIVE IRRIGATION SYSTEM IN DRY AREAS.
·REGULAR MAINTENANCE:
··REGULAR PRUNING, WEEDING, FERTILIZING, AND WATERING
ENSURES THE LANDSCAPED AREA STAYS HEALTHY AND
ATTRACTIVE. REGULAR INSPECTION FOR PESTS AND DISEASES
ALLOWS FOR EARLY DETECTION AND TREATMENT.
Surface Landscaping Notes:
(AKA CT RT 32)
16 PODURGIEL LN
UNCASVILLE, CT 06382
N/F
V571/495
MAILING ADDRESS
16 PODURGIEL LN
BETH SCIARRONI
M/B/L: 103/001/00B
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
PO BOX 105842
ATLANTA GA 30348-5842
N/F
V463/849
MAILING ADDRESS
2030 ROUTE 32
HOME DEPOT USA INC
M/B/L: 099/049/000
Gregg T. Fedus P.E.
CT. License No. 21231
Gregg T. Fedus P.E.
UPLANDSUPLANDS
UPLANDS
WETLAND AREA
DELINEATED BY FUSS &
O'NEILL
PLANT LIST
KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE, ROOTS, REMARKS
BP 1 BETULA POPULIFOLIA GRAY BIRCH 10'-15' TALL
KL 27 KALMIA LATIFOLIA MOUNTAIN LAUREL 6'-10'
February 7, 2023
PROPOSED
IRON PIN TO BE SET
EXISTING EASEMNT
Reference Maps:
1."BOUNDARY SURVEY PROPERTY OF NDKLP MONTVILLE ASSOCIATES, LLC 2040 ROUTE 32, UNCASVILLE, CONNECTICUT " DATED:
SEPTEMBER 28, 2011, BY: JAMES BERNARDO LAND SURVEYING. LLC, LS #70121.
2."PROPERTY SURVEY MAP DEPICTING EXISTING CONDITIONS OF 2040 NEW LONDON TURNPIKE (AKA CT 32) UNCASVILLE,
CONNECTICUT PREPARED FOR: AMER CHOUDREY" DATED: APRIL 18, 2023, REVISED TO 7/6/202, BY: ANTHONY HENDRIKS, LS
#10834, FEDUS ENGINEERING,LLC.
VEGETATIVE TURF ESTABLISHMENT PROCEDURE
SCARIFY ALL AREAS TO BE TOPSOILED AND SEEDED. APPLY A MINIMUM OF 4 INCHES OF TOPSOIL ON ALL AREAS TO BE SEEDED. APPLY
GRASS SEED, LIME, FERTILIZER AND MULCH ACCORDING TO THE FOLLOWING SCHEDULE:
PERMANENT SEED MIXTURE:
CREEPING RED FESCUE 2.4 LBS. PER 1,000 SQ. FT.
REDTOP 0.2
TALL FESCUE 2.4
TOTAL 5.0
FERTILIZER:
10-10-10 APPLY AT 7.5 LBS. PER 1,000 SQ. FT.
LIMESTONE:
APPLY AT 150 LBS. PER 1,000 SQ. FT.
MULCHING:
SPREAD HAY OR STRAW OVER ALL AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES PER 1,000 SQ. FT.
TARGET FOR 100% COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS NECESSARY.
SEEDING DATES:
SEEDING DATES IN CONNECTICUT ARE NORMALLY APRIL 1 THROUGH JUNE 15 AND AUGUST 15 THROUGH OCTOBER 1.
SEED GERMINATION NORMALLY CANNOT BE EXPECTED FROM NOVEMBER THROUGH FEBRUARY. IF ADEQUATE SEED
GERMINATION IS NOT POSSIBLE DUE TO TIME OF YEAR CONSTRAINTS, MULCHING SHALL BE ADEQUATELY PROVIDED
TO PROTECT THE SEED FROM WIND AND SURFACE EROSION UNTIL THE WEATHER IMPROVES AND THE SEEDING
BECOMES WELL ESTABLISHED.
NCF
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
5.1
5.2
5.3
5.4
5.5
5.6
34.0'
80
.
0
'
4.0'
9.3'18.7'
NORWICH - NEW
L
O
N
D
O
N
T
U
R
N
P
I
K
E
(
C
O
N
N
.
R
O
U
T
E
#
3
2
)
OC
C
U
M
L
A
N
E
PO
D
U
R
G
I
E
L
L
A
N
E
76
.
0
'
36.0'
30' REAR YARD SETBACK
50' FRONT YARD SETBACK
50
'
R
E
A
R
Y
A
R
D
S
E
T
B
A
C
K
30' S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
30
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
TO BE REMOVED
/RELOCATED
PROPOSED80'x62'BUILDING4,960 SFFF = 176.5'
UE
AC
C
E
S
S
D
R
I
V
E
W
A
Y
(M
O
N
T
V
I
L
L
E
C
O
M
M
O
N
S
/
H
O
M
E
D
E
P
O
T
)
D
R
I
V
E
T
H
R
U
PROPOSED
RETAINING WALL
(SEE DETAIL THIS
SHEET).
PROPOSED
15" FLARED
END UNIT
PROPOSED
MODIFIED RIPRAP
(12" THICK)
EXISTING
GRADE
PROPOSED
FEU INV=157.75'
PROPOSED
FILTER FABRIC
PROPOSED
1-1/4" CLEAN
CRUSHED STONE
(BEDDING
MATERIAL)
PROPOSED
LEVEL SPREADER
LIP ELEVATION = 156.75'
15" HDPE
2 1 2.1'
(1' MIN.)
BOTTOM OF
POOL ELEVATION = 155.61'
2:1
2:
1
2:
1
STORM DRAIN
FLOWA A
SET ELEVATION 1'
LOWER THAN PIPE
OUTLET INVERT
4.2'4.2'6.0'
14.4'
17778
5101516
DRAWN
CHECKED
QA
MFG
APPROVED
toddbolzer 12/21/2020
NORWESCO, INC. SAINT BONIFACIUS, MN
TITLE
15000 GALLON UNDERGROUND TANK
SIZE
B
SCALE: 1/16
PN 41615
SHEET 1 OF 1
REV
21-001048JOB NO.DRAWN BY:OFSHEET NO.
DRAWING SCALE: AS SHOWN
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Details I
AMER CHOUDREY
DATE REVISIONSNO.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
98
(AKA CT RT 32)
Gregg T. Fedus P.E.
TRUCK TURNING TEMPLATE
NOT TO SCALE
CT. License No. 21231
Gregg T. Fedus P.E.
PROPOSED FUEL TANKS
TRUCK'S TURNING
RADIUS
NOTE:
TRUCK USED WAS AASHTO WB-50 INTERSTATE
SEMI-TRAILER
3 5/8"3 5/8"
15
1
5
/
1
6
"
15
1
5
/
1
6
"
11
1
/
2
"
TYPE "C" CATCH BASIN DETAIL
TYPE "C" CATCH BASIN DETAIL
TYPE "C" CATCH BASIN.DWG
NOT TO SCALE
12"
7 5/8"
8"
5'-4"
4'-0"
SECTION A-A
12"
7 5/8"
2'-8 3/4"
2'-
0
"
M
I
N
.
SECTION B-B
6"6"
8"8"3'-0"
4'-4"
2'-
0
"
2'-
0
"
VA
R
I
A
B
L
E
VA
R
I
A
B
L
E
12"2'-1 3/8"
2 13/16"
7 13/16"
8"
8"
1. REMOVE HAYBALE BARRIER AFTER PERMANENT
GROUNDCOVER HAS BEEN ESTABLLISHED.
2. CLEAN SUMPS AFTER REMOVAL OF BARRIER.
3. CATCH BASINS SHALL BE PRECAST UNITS.
2'-2 3/8"
A
2'-2 3/8"
5'-4"
B
PLAN
B
10 3/16"
A
4'
-
4
"
10 3/16"10"
NOTES:
10"2"
3 13/16"
2"2"
1"2 13/16"2"
2:1
M
I
N
.
VARIES
VARIES 2:1 MI
N
.
PROPOSED GRADE
DENSE GRASS
GROWTH
GRASS DRAINAGE SWALE
NOT TO SCALE
PLUNGE POOL DETAIL
(LOOKING NORTH)
SCALE: 1"=5'
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
6' HIGH WOODEN
STOCKADE FENCE
SUPPORT POST SECURED
TO CONCRETE PAD (TYPICAL)
CONCRETE PAD
6' WOODEN STOCKADE GATE
(TYPICAL)
8-
0
"
20'-0"
DUMPSTER
Specifications Outlet
1. Must be independently tested to the 2013 NJDEP Laboratory
Protocol and 2013 ETV Canada protocol (ISO 14024:2016).
Separator must be sized based on this data.
2. Any testing performed by the manufacturer is unacceptableto demonstrate an alternate equal.
3. Field Testing is unreliable, site and storm specific, and subjectto compounding equipment and analytical errors and thereforeis unacceptable as verification of an alternate equal. TARP
verfication as per NJDEP is testing consistent with the 2013
NJDEP laboratory protocol.
4. The separator must be designed based on the following
criteria:
Flow Criteria
Water Quality FLow Rate cfs (L/s)
Peak Design Flow Rate cfs
TSS Removal Criteria
Annual TSS Removal (%)
NJDEP/ETV Canada TSS
OK110 Sand
City of Toronto
Other
Notes:
1. Headloss K factor of 1.04 for hydraulic gradeline calculations
2. Sump depths shown are typical. Additional depth can be added as required
3. Multiple inlet pipes allowed
4. Drops allowed
5. Inlet invert elevations should be the same or higher than the outlet invert elevation.Inlet can be up to 12" (300 mm) lower than outlet if pretreatment area is omitted but 12"
(300 mm) must be added to sump depth to maintain overall treatment volume.
6. Solid Cover shown. HydroStorm can be desiged with an inlet grate if required.
7. Oil capacities given are spill capacities.
8. Sediment depths are maximum holding capacities and not recommended capacities forregular maintenance.
9. Capacities are rounded down to nearest 5 gal or ft3 (1L or 0.1 m3 for metric units)
10. Base Extensions not provided on standard units larger than the HS 6. Extensions can be
provided if required due to groundwater/buoyancy concerns at the request of the
engineer of record.
11. HS4 to HS6 models require one frame and cover. HS7 to HS12 models require two
covers REVISION DATE: 12/5/2022
D
H
Plan
Inlet
HydroStorm Components
A. Perforated Scour Plate
B. Outlet DiskC. Pretreatment DiskD. Pretreatment GrateE. Inner Chamber
F. By-Pass Weirs
G. Frame and Cover (1-2)H. Inlet and Outlet PipesI. Structure Diameter
J. Base Extension (HS4 - HS6)K. Sump Depth
A
Profile
HydroStorm by Hydroworks, LLCUS Patent No. 10,710,907
www.hydroworks.com
888-290-7900
Model
HS 3
HS 4
HS 5
HS 6
HS 7
HS 8
HS 10
HS 12
Diameter ft (m)(9)
3 (0.9)
4 (1.2)
5 (1.5)
6 (1.8)
Sump Depth ft(m)(11)
HydroStorm Dimensions / Capacities
(8)Inner ChamberDiam. ft (m) (5)Max. Pipe in(mm)Oil Spill Volumegal (L)Sediment Volumeft3 (m3)Total Volume gal (L)
3 (0.9) 1.5 (0.45) 18 (450) 40 (155) 10 (0.35) 155 (600)
4 (1.2)
48"
J
G
E Inlet
B K
F
H I
HF
As Required
3
Inlet Elev.
Outlet Elev.
Inlet D 24"Outlet
C
H
F
30"
2 (0.6) 24 (600) 95 (375) 30 (0.85) 375 (1420)
5 (1.5) 2.5 (0.8) 30 (750) 165 (635) 60 (1.8) 730 (2780)
6 (1.8)
7 (2.1)
3 (0.9) 36 (900) 270 (1030) 110 (3.2) 1265 (4800)
7 (2.1) 6.5 (2.0) 3.5 (1.0) 42 (1050) 410 (1560) 160 (4.6) 1870 (7080)
8 (2.4)
10 (3.0) 9 (2.7)
4 (1.2) 48 (1200) 615 (2330) 220 (6.2) 2630 (9960)
5 (1.5) 60 (1500) 1130 (4285) 465 (13.1) 5285 (20015)
12 (3.6) 11 (3.3) 6 (1.8) 72 (1800) 1875 (7100) 835 (23.7) 9305 (35225)
Hydroworks HydroStorm
PROJECT:
LOCATION:
NA
4.57
85
NA
NA
NA
NA
2040 ROUTE 32, UNCASVILLE
2040 ROUTE 32
·HYDROWORKS HYDROSTORM
-THE HYDRODOME SEPARATOR SHOULD BE INSPECTED EVERY FOUR WEEKS
AND AFTER EVERY LARGE STORM (OVER 0.5” (12.5 MM) OF RAIN) DURING THE
CONSTRUCTION PERIOD.
-INSPECT AT LEAST TWICE A YEAR.
-THE MAINTENANCE FOR SEDIMENT ACCUMULATION IS REQUIRED IF THE
DEPTH OF SEDIMENT IS 1FT OR GREATER IN SEPARATORS WITH STANDARD
WATER (SUMP) DEPTHS.
-LOOK FOR OBSTRUCTIONS IN INLETS.
-CLEAN ANY FLOATING DEBRIS IN THE SEPARATOR DURING THE INSPECTION.
-LOOK FOR ANY CRACKING OR DEFICIENCIES IN THE CONCRETE.
·DETENTION BASIN
-MAKE SURE BASIN SURFACE IS CLEAR OF TRASH AND DEBRIS.
-MOWING PERFORMED WHEN NECESSARY.
-CHECK IF THERE IS EVIDENCE OF VEGETATION EROSION AND THAT
VEGETATION COVERAGE IS ADEQUATE. IF NOT REPLACE VEGETATION.
-MAKE SURE THAT DRAWDOWN TIMES DO NOT EXCEED 36 TO 48 HOURS.
-FIRST FEW MONTHS AFTER CONSTRUCTION CHECK FOR EROSION AFTER
MAJOR STORMS.
-MAKE SURE OUTLET IS CLEAR OF DEBRIS.
-MAKE SURE OVERFLOW SPILLWAY/EMERGENCY SPILLWAY IS CLEAR OF
DEBRIS.
-IF FILTER FABRIC IS EXPOSED/RIPPED REPLACE.
-INSPECT AT LEAST TWICE A YEAR.
-BASIN MOWED AND CLIPPINGS REMOVED.
· CATCH BASIN
-CLEAN AT LEAST ANNUALLY, AFTER THE SNOW AND ICE REMOVAL SEASON IS
OVER AND AS SOON AS POSSIBLE BEFORE SPRING RAINFALL EVENTS.
-IF A CATCH BASIN SIGNIFICANTLY EXCEEDS THIS ONE-HALF DEPTH
STANDARD DURING THE ANNUAL INSPECTION, THEN IT SHOULD BE CLEANED
MORE FREQUENTLY.
#4 EACH WAY 1' O.C.
RETAINING WALL
#5 HORIZ. 1' O.C.
#6 VERT. 1' O.C.
#5 EACH WAY
1' O.C.
FINISHED GRADE
158.0'
BACKFILL W/ FREE
DRAINING MATERIAL
NOTE:
PRIOR TO CONSTRUCTION,
RETAINING WALL MUST BE
DESIGNED BY A PROFESSIONAL
ENGINEER AND SUBMITTED TO
THE BUILDING INSPECTOR FOR
HIS/HER APPROVAL.
FINISHED GRADE
NOT TO SCALE
TOP OF WALL
164.00'
SOIL EROSION AND SEDIMENT CONTROLS
ALL ADJACENT PROPERTIES AND RECEIVING WATERCOURSES AND / OR WETLAND AREAS SHALL BE ADEQUATELY PROTECTED FROM SOIL
EROSION AND SEDIMENTATION BOTH DURING AND AFTER CONSTRUCTION.
ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE REQUIRED BY THE TOWN AND SHALL BE INSTALLED AND MAINTAINED BY THE
CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROLS BEFORE, DURING AND AFTER CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE PROPER
REMOVAL AND DISPOSAL OF ALL EROSION AND SEDIMENT CONTROLS ONCE THE SITE IS COMPLETELY STABILIZED.
ALL ACCUMULATED SEDIMENTS AT ALL EROSION AND SEDIMENT CONTROLS SHALL BE PERIODICALLY REMOVED AND SPREAD IN AREAS
THAT ARE NOT SUBJECT TO EROSION.
ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS. E & S CONTROLS SHALL BE
REPAIRED OR REPLACED AS NECESSARY WITHIN 24 HOURS THROUGHOUT THE CONSTRUCTION DURATION.
THE PERMITTEE SHALL EMPLOY BEST MANAGEMENT PRACTICES, CONSISTENT WITH THE TERMS AND CONDITIONS OF THE INLAND
WETLANDS PERMIT, TO CONTROL STORMWATER DISCHARGES AND TO PREVENT EROSION AND SEDIMENTATION AND TO OTHERWISE
PREVENT POLLUTION OF WETLANDS OR WATERCOURSES. THE PERMITTEE SHALL IMMEDIATELY INFORM THE TOWN WETLANDS OFFICER
OF ANY PROBLEMS INVOLVING WETLANDS OR WATERCOURSES THAT HAVE DEVELOPED IN THE COURSE OF, OR THAT ARE CAUSED BY,
THE AUTHORIZED WORK.
THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OR EROSION AND SEDIMENTATION CONTROLS ON
THIS PROJECT WILL BE THE SITE CONTRACTOR. THE CONTACT INFORMATION FOR THE CONTRACTOR WILL BE MADE AVAILABLE TO THE
TOWN AS SOON AS IT IS AVAILABLE.
ALL CONSTRUCTION SITE RUNOFF SHALL BE ROUTED INTERNALLY TO STORMWATER MANAGMENT AREA. SEDIMENT SHALL BE
MONITORED, MAINTAINED AND REMOVED AFTER EACH STORM EVENT IN EXCESS OF 1" OF RAINFALL OR WHEN THE CAPACITY EXCEEDS
50% OF THE STORAGE VOLUME. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS.
E & S CONTROLS SHALL BE REPAIRED OR REPLACED AS NECESSARY WITHIN 24 HOURS THROUGHOUT THE CONSTRUCTION DURATION.
TYPICAL STOCKPILE DETAIL
SILT FENCE BARRIER
AROUND STOCKPILE
STOCKPILE
EXISTING GRADE
NOTE: ANY STOCKPILE THAT WILL REMAIN UNDISTURBED
FOR A PERIOD LONGER THAN 30 DAYS SHALL BE SEEDED
WITH A TEMPORARY GRASS SEED MIXTURE TO PREVENT
EXCESSIVE EROSION AND SEDIMENTATION.
SIZING WAS DONE USINGHYDROWORKS SOFTWARE.
February 7, 2023
HOOD
FREE STANDING SIGN
NOT TO SCALE
NCF
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
15.1
156
160
165
156
160
165
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90
PROPOSED GRADE
PROPOSED
FOREBAY AREA
PROPOSED HYDRO-DYNAMIC SEPARATOR(SEE DETAIL ON SHEET 7 OF 8 AND SIZING REPORT)
PROPOSED RIPRAP
4.
0
'
PROPOSED F.E.U.
PROPOSED OUTLET STRUCTURE(SEE DETAIL AND DRAINAGE REPORT)
150
155
160
165
170
175
180
185
150
155
160
165
170
175
180
185
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+38
3.5'
3.5'
MH STEPS
RI
S
E
R
S
E
C
T
I
O
N
CO
N
E
S
E
C
T
I
O
N
12
"
OUTLET STRUCTURE
15" HDPE
ELEV. = 158.00'
3" ORIFICE ELEV. = 158.00'
DEBRIS GRATE
4" ORIFICE ELEV. = 161.00'
GRATE
ELEV. = 163.50'
158
160
165
158
160
165
0+00 0+10 0+20 0+25
21-001048JOB NO.DRAWN BY:OFSHEET NO.
DRAWING SCALE: AS SHOWN
Prepared For:
Uncasville, Connecticut
2040 New London Turnpike
of
Details II
AMER CHOUDREY
DATE REVISIONSNO.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
1
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
S
I
T
E
P
L
A
N
A
P
P
R
O
V
A
L
\
A
C
A
D
\
2
1
-
0
0
1
0
4
8
-
U
N
C
A
S
V
I
L
L
E
-
2
0
4
0
R
O
U
T
E
3
2
-
A
M
E
R
C
H
O
U
D
R
E
Y
-
G
A
S
S
T
A
T
I
O
N
-
P
L
A
N
N
I
N
G
A
N
D
Z
O
N
I
N
G
-
R
E
V
.
1
5
.
D
W
G
99
(AKA CT RT 32)
Gregg T. Fedus P.E.
CT. License No. 21231
Gregg T. Fedus P.E.
February 7, 2023
SCALE: 1"=4'
PARKING LIGHT POST DETAIL
15
.
0
'
PROPOSED
FINISHED GRADE
PROPOSED
"RUUD"
SHOEBOX LIGHTING
OR EQUAL
SCALE: 1"=2'
PARKING LIGHT POST PIER DETAIL
PROPOSED
FINISHED GRADE
PROPOSED
LIGHTING POST
PROPOSED 14" DIA. CONC. PEIR
42" BELOW FININSHED GRADE
PROPOSED 14" DIA. CONC. PEIR
28" ABOVE FINISHED GRADE
3.
5
'
4 - 12" GALVANIZED
ANCHOR BOLTS
(SEE MANUFACTERER'S DETAIL)
4 - VERTICAL #4 REBARS
TIED WITH #2 STRAPS 18" O.C.
MAXIMUMFINE $150
PARKING
REQUIRED VIOLATORS
WILL BE FINED
STATE PERMIT
HANDICAPPED
1 1/2" SQUARE POST
18
"
12"
5'
-
0
"
M
I
N
I
M
U
M
3'-
0
"
FINISHED GRADE
8" ∅ CONCRETE FOOTING
(SLOPE TOP OF CONCRETE)
1. EMBLEM AND LETTERING TO BE WHITE ON A BLUE
BACKGROUND.
2. SIGN TO BE EMBOSSED GALVANIZED STEEL WITH
BAKED ENAMEL FINISH.
3. INSTALL SIGNS IN ACCORDANCE WITH ALL
APPLICABLE STATE AND LOCAL REQUIREMENTS
(2001 MUTCD STANDARDS)
3. SHOP DRAWINGS REQUIRED.
4. SEE SITE DEVELOPMENT PLAN FOR LOCATION OF
SIGNS.
NOTES:
NOT TO SCALE
DETAIL OF INLET SEDIMENT
CONTROL DEVICE
WITH CURB DEFLECTOR
BITUMINOUS CURBING DETAIL
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
ELEV.=158.10
EMERGENCY SPILL WAY ELEV.=163.75'TOP OF WALL ELEV.=164.00'
T.O.W
ELEV.=164.00'ELEV.=163.50'
ELEV.=161.00'
ELEV.=158.00'
SCALE: 1"=5'
CROSS SECTION A-A
SCALE: 1"=20'
SIGHT LINE (LOOKING NORTH FROM SITE EXIT)
SCALE: 1"=2'
8.0' MIN 8.0'
NOT TO SCALE
VAN ACCESSIBLE
HANDICAPPED PARKING STALL DETAIL
4" PAINT LINE
(TYPICAL)
18
.
0
'
HANDICAP SYMBOL
TO BE PAINTED IN
EACH SPACE
NOTE:
1.CULVERT END (FLARED END) SECTIONS SHALL
CONFORM TO CONNECTICUT DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATION FORM
814A SECTION: M.08.01-22.
DIMENSION TABLE
DIA.A B C D E R
15"6"2'-3"3'-10"2'-6"2.25"11"
18"9"2'-3"3'-10"3'-0"2.5"12"
24"9.5"3'-7.5"2'-6"4'-0"3"14"
30"12"4'-6"1'-7.75"5'-0"3.5"15"
36"15"5'-3"2'-10.75 6'-0"4"20"
42"21"5'-3"2'-11"6'-6"4.5"22"
48"24"6'-0"2'-2"7'-0"5"22"
54"27"5'-5"2'-11"7'-6"5.5"24"
60"30"5'-0"3'-3"8'-0"6"24"
PLAN
ELEVATION
SECTION C-C
(DOUBLE SCALE)
DRIVEWAY APRON & DRIVEWAY DETAIL
N.T.S.
1 1/2" BITUMINOUS CONCRETE CLASS 2
(SURFACE COURSE)
REMOVE BOULDERS AND LEDGE
ROCK TO A DEPTH OF 12 INCHES
BELOW SUBGRADE, AND REPLACE
WITH ROLLED GRANULAR BASE
MATERIAL.
NOT TO SCALE
2 1/2" BITUMINOUS CONCRETE CLASS 1
(BINDER COURSE)
4" -1 1/4" PROCESSED AGGREGATE BASE
8" ROLLED GRANULAR (3" MINUS) BASE
(GRADING A)
BITUMINOUS PAVEMENT DETAIL
AT PARKING LOT
9.0' MIN
NOT TO SCALE
PARKING STALL DETAIL
4" PAINT LINE
(TYPICAL)
18
.
0
'
3'-6"
SCALE: 1"=5'
CROSS SECTION B-B
ELEV.=163.75
PROPOSED EMERGENCY SPILL WAY
PROPOSED RIP RAP
PROPOSED GRADE
T.O.W. ELEV.=164.00
7%
NCF
05/19/202615 REVISION CLOUDS
07/03/20233 WATER & SEWER CONNECTION
07/12/20234 TOWN PLANNER COMMENTS
07/20/20235 STAFF COMMENTS
11/21/20236 DOT COMMENTS
04/29/20247 DOT COMMENTS
06/05/20248 DOT COMMENTS
09/05/20249 DOT COMMENTS
11/04/202410 DOT COMMENTS
11/08/202411 DOT COMMENTS
12/09/202412 WATER/SEWER - DOT
03/07/202613 ADDED GREASE INTERCEPTOR
05/10/202614 COURT YARD MODIFICATION
5.1
5.2 15.1