HomeMy WebLinkAbout23IWC10-958 Rte 163-Subdivision PlansSheet Title:Sheet #:
Project:
COVER
SHEET 0.00
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Rev. #:Date Description
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
USGS MAP LOCATION MAP
ENGINEERING
PREPARED FOR:
677 S. MAIN STREET
CHESHIRE, CONNECTICUT
PREPARED BY:
501 MAIN STREET, MONROE, CONNECTICUT 06468
11 VANDERBILT AVENUE, NORWOOD, MASSACHUSETTS 02062
THE NEVAR COMPANY
SCALE: 1" = 1,000'SCALE: 1" = 1,000'
SUBJECT PROPERTY
SHEET #
0.00
1 OF 2
2 OF 2
1.11
1.12
1.40
2.11
2.31
3.01
3.02
DRAWING LIST
SHEET NAME
COVER SHEET
PROPERTY & TOPOGRAPHIC SURVEY
PROPERTY & TOPOGRAPHIC SURVEY
SUBDIVISION PLAN (SHEET 1 OF 2)
SUBDIVISION PLAN (SHEET 2 OF 2)
100' RADIUS MAP
POTENTIAL DEVELOPMENT PLAN
SOIL EROSION & SEDIMENT CONTROL, NOTES & DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
PLAN DATE
07/17/23
03/2023
03/2023
07/17/23
07/17/23
07/17/23
07/17/23
07/17/23
07/17/23
07/17/23
LATEST REVISION
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SURVEYOR OF RECORD
PATRICK J CORLESS, JR. LICENSE NO. 70015
BL COMPANIES
355 RESEARCH PARKWAY
MERIDEN, CONNECTICUT 06450
(203) 630-1406
ENGINEER OF RECORD
KEVIN SOLLI, P.E., CPESC, LEED AP BD+C
LICENSE NO. 25759
SOLLI ENGINEERING, LLC
501 MAIN STREET
MONROE, CONNECTICUT 06468
(203) 880-5455
PROPERTY INFORMATION
ADDRESS: 958 CT ROUTE 163
MAP-BLOCK-LOT: 046-008-000
ZONE: R120
AREA: ±29.65 AC
BOOK/PAGE: 0674/0282
LANDSCAPE ARCHITECT
MARY BLACKBURN, P.L.A.,
LICENSE CT NO. 1499
SOLLI ENGINEERING, LLC
501 MAIN STREET
MONROE, CONNECTICUT 06468
(203) 880-5455SOIL SCIENTIST
OWNER/APPLICANT
DEAN FISKE
THE NEVAR COMPANY
677 S. MAIN STREET
CHESHIRE, CONNECTICUT 06410
(203) 410-7827
SUBJECT PROPERTY
LOT 2 LOT 1LOT 1JIM MCMANUS
JMM WETLAND CONSULTING SERVICES
23 HORSESHOE RIDGE ROAD
NEWTOWN, CONNECTICUT 06482
(203) 364-0345
LOT 2
OAKDALEROADDETAIL 'A'
PROPOSED
LOT 2
20.853 AC
908,376 SFN13° 51' 33"W206.60'N13° 14' 39"E408.55'N21° 01' 41"E
75.33'
N19° 28' 47"E
63.91'
N18° 30' 28"E
56.49'
S67° 13' 51"E
130.00'
S68° 35' 21"E
255.97'
S00° 29' 44"E
129.36'
S02° 07' 12"W
63.53'
S82° 09' 49"E
59.42'
N81° 53' 08"W
80.56'N79° 22' 16
"
W
69.06'
N78° 01' 4
7
"
W
67.88'
N80° 03' 29"W
42.76'
S87° 44' 35"W
16.37'
S52° 42' 27"W
7.89'S20° 54
'
32"E130.11
'S20° 43
'
00"E58.79
'S18° 41' 59"E82.89'S18° 24' 58"E67.72'S19° 55' 39"E67.51'S19° 19' 20"E82.04'S17° 46' 15"E69.62'S17° 34' 51"E
44.15'
S27° 57' 01"E
8.67'
S16° 30' 27"E
43.27'
S20° 26' 35"E
70.78'
S06° 14' 07"E
30.00'N85° 44' 19"E
664.69'
S04° 34' 28"E
121.88'
N85° 30' 24"E
50.92'
S04° 39' 27"E
11.20'
L=178.52', R=1885.08'
D=5°25'34", TAN=89.33', CHORD=S01° 54' 36"E 178.46'N16° 00' 28"W81.23'N16° 00' 28"W271.62'N85° 44' 19"E
801.58'
PROPOSED
LOT 1
9.803 AC
427,021 SF
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
1.11 SUBDIVISION
PLAN
(SHEET 1 OF 2)
1" = 60'
RPP
AWC
60 0 60 120
GENERAL SURVEY NOTES
1.THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THROUGH
20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES – “MINIMUM STANDARDS OF
ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS”, ADOPTED EFFECTIVE JUNE 21, 1996,
REVISED OCTOBER 26, 2018. IT IS A PERIMETER SURVEY CONFORMING TO HORIZONTAL ACCURACY “CLASS
A-2” STANDARDS. THE BOUNDARY DETERMINATION CATEGORY IS A “RESURVEY”. TOPOGRAPHIC
INFORMATION HAS BEEN OBTAINED FROM GOLDEN AERIAL SURVEYS AND CONFORMS TO TOPOGRAPHIC
ACCURACY “CLASS T-3”. REFERENCE MAY BE MADE TO NORTH AMERICAN DATUM OF 1983 (NAD 83) AND
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
2.REFERENCE MAY BE MADE TO THE FOLLOWING DEEDS RECORDED IN THE TOWN OF MONTVILLE LAND
RECORDS:
VOLUME: 674 PAGES: 282-285 TYPE: WARRANTY
GRANTOR: RAYMOND B. MOSTOWY, SR. & SHIRLEY A. MOSTOWY
GRANTEE: THE NEVAR COMPANY
DATE EXECUTED: AUG. 26, 2021 DATE RECORDED: AUG. 27, 2021
3.REFERENCE MAY BE MADE TO THE FOLLOWING PLANS:
A)“PLAN SHOWING DIVISION OF LAND OF ESTATE OF AARON KIRSCH, ROUTE 163 MONTVILLE, CONN. JULY
1956, SCALE: 1”=40’.”
B)“PROPERTY OF RAYMOND B. & SHIRLEY MOSTOWY, ROUTE NO. 163, MONTVILLE, CONN. SCALE: 1”=40’,
JUNE 1974”
C)“MOSTOWY ONE LOT SUBDIVISION, LAND OF RAYMOND & MARY MOSTOWY, ROUTE 163 MONTVILLE,
CONN. SCALE: 1”=40’, DATE: AUG 1986”
D)“MOSTOWY SUBDIVISION PROPERTY OF RAYMOND & MARY J. MOSTOWY, OWNER AND SUBDIVIDER,
ROUTE 163 MONTVILLE, CONN. SCALE: 1”=40’, DATE: 2-6-89”
E)“BOUNDARY LINE ADJUSTMENT PLAN PREPARED FOR RAYMOND B. MOSTOWY SR., CONNECTICUT
ROUTE 163 (RAYMOND HILL ROAD) MONTVILLE, CONN. SCALE: 1”=100’, DATE: 2-23-2010”
F)“CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE, RAYMOND
HILL ROAD FROM THE NORWICH – HADLYME ROAD SO. EASTERLY TO OXOBOXO BROOK. ROUTE NO.
163, NUMBER: 85-02, SHEET 5 OF 6, SCALE: 1”=40’, DATE: 12-31-36”
G)“CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE, RAYMOND
HILL ROAD FROM THE NORWICH – HADLYME ROAD SO. EASTERLY TO OXOBOXO BROOK. ROUTE NO.
163, NUMBER: 85-02, SHEET 4 OF 6, SCALE: 1”=40’, DATE: 12-31-36”
H)"PROPERTY & TOPOGRAPHIC SURVEY OF 958 OAKDALE ROAD, MONTVILLE, CONNECTICUT"; SCALE
1"=60'; DATED: 03/2023; BY "DGT ASSOCIATES."
3.WETLANDS WERE DELINEATED BY JAMES M. MCMANUS, MS, CPSS ON JANUARY 26, 2023.
4.SAID PARCEL IS TOGETHER WITH AND SUBJECT TO SUCH RIGHTS AS MAY APPEAR OF RECORD.
5.UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE
BEEN COMPILED, IN PART, FROM RECORD MAPPING, PAROLE TESTIMONY AND OTHER SOURCES. THESE
LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES
MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DGT ASSOCIATES. THE SIZE,
LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE
APPROPRIATE AUTHORITIES PRIOR TO ANY FUTURE CONSTRUCTION ACTIVITY. CALL BEFORE YOU DIG AT
1-800-922-4455.
6.MINOR IRREGULARITIES MAY EXIST BETWEEN STONE WALLS AND/OR FENCE LINES AND PRINCIPAL
COURSES DEPICTED HEREON.
7.LAND RECORDS RESEARCH COMPLETED ON JANUARY 23, 2023.
8.FIELD WORK COMPLETED ON FEBRUARY 24, 2023.
9.ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
427,021 SF
ZONING COMPLIANCE TABLE - LOT 1
MINIMUM LOT AREA
LOT 1
MINIMUM LOT FRONTAGE
ZONING
STANDARD PROVIDED ZONING
STANDARD PROVIDED
120,000 SF 515.2± FT
PROPOSED
ZONING
DISTRICT
R-120
PROPOSED
LOT
200 FT
MORE OR LESS
ALSO KNOWN AS
CATCH BASIN
CEDAR FENCE POST
CONNECTICUT LIGHT & POWER
CORRUGATED PLASTIC PIPE
CORRUGATED METAL PIPE
CONCRETE BOUND WITH CROSS
CONNECTICUT HIGHWAY DEPARTMENT MONUMENT
DRILL HOLE
IRON PIPE
PROPERTY POINT
REBAR
REBAR WITH CAP
EDGE OF PAVEMENT
FOUND
NOT FOUND
HEADWALL
HIGH-DENSITY POLYETHYLENE PIPE
INVERT
METAL FENCE POST
NOW OR FORMERLY
OVERHEAD WIRE
RIGHT OF WAY
REFERENCE
SQUARE FEET
TREELINE
UTILITY POLE
SOUTHERN NEW ENGLAND TELEPHONE
SPOT GRADE
STEEL GUIDE RAIL
STEEL GUIDE RAIL
STONEWALL
UNDERGOUND ELECTRIC
WITH WIRE
BARWAY
LIMITS OF INLAND WETLANDS
WETLAND FLAG
WELL
EXISTING CONTOUR LINE, 2' INTERVAL
EXISTING CONTOUR LINE, 10' INTERVAL
BARBED WIRE FENCE
STOCKADE FENCE
RETAINING WALL
LEGEND
KEY MAP
SCALE: 1" = 1,000'LOT 1LOT 2
ZONING COMPLIANCE TABLE - LOT 2
MINIMUM LOT AREA MINIMUM LOT FRONTAGE
ZONING
STANDARD PROVIDED ZONING
STANDARD PROVIDED
LOT 2 454.1± FT908,376 SF
PROPOSED
ZONING
DISTRICT
R-120
PROPOSED
LOT
120,000 SF 200 FT
Robert P. Pryor, L.S.
CT 19078
OAKDALEROADDETAIL 'C'
DETAIL 'B'
PROPOSED PROPERTY
LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
S03° 01' 18"W
77.22'
S07° 45' 00"W
170.34'
S08° 10' 00"W
70.01'
S08° 10' 00"W
42.12'
L=213.05', R=2839.93'
D=4°17'54", TAN=106.58', CHORD=S10° 22' 32"W 213.00'
S19° 12' 25"W
99.53'
S09° 42' 44"W
99.41'
N84° 18' 04"W
170.00'
L=277.00', R=2939.93'
D=5°23'54", TAN=138.60', CHORD=S19° 16' 31"W 276.90'S21° 58' 28"W145.52'N86° 09' 14"W
19.69'
N83° 42' 11"W
59.42'
N85° 12' 04"W
25.80'
N81° 58' 20"W
53.68'
N84° 19' 52"W
47.69'
N82° 11' 32"W
124.13'N08° 25' 19"W260.98'N08° 23' 47"W300.03'N08° 23' 16"W300.08'N15° 58' 48"W400.04'S00° 00' 00"E573.23'N90° 00' 00"E
71.74'
L=10.77', R=74.50'
D=8°17'04", TAN=5.40', CHORD=S85° 51' 28"E 10.76'
S81° 42' 56"E
114.59'
PROPOSED
LOT 2
20.853 AC
908,376 SF
PROPOSED
LOT 1
9.803 AC
427,021 SF
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
1.12 SUBDIVISION
PLAN
(SHEET 2 OF 2)
1" = 60'
RPP
AWC
60 0 60 120MORE OR LESS
ALSO KNOWN AS
CATCH BASIN
CEDAR FENCE POST
CONNECTICUT LIGHT & POWER
CORRUGATED PLASTIC PIPE
CORRUGATED METAL PIPE
CONCRETE BOUND WITH CROSS
CONNECTICUT HIGHWAY DEPARTMENT MONUMENT
DRILL HOLE
IRON PIPE
PROPERTY POINT
REBAR
REBAR WITH CAP
EDGE OF PAVEMENT
FOUND
NOT FOUND
HEADWALL
HIGH-DENSITY POLYETHYLENE PIPE
INVERT
METAL FENCE POST
NOW OR FORMERLY
OVERHEAD WIRE
RIGHT OF WAY
REFERENCE
SQUARE FEET
TREELINE
UTILITY POLE
SOUTHERN NEW ENGLAND TELEPHONE
SPOT GRADE
STEEL GUIDE RAIL
STEEL GUIDE RAIL
STONEWALL
UNDERGOUND ELECTRIC
WITH WIRE
BARWAY
LIMITS OF INLAND WETLANDS
WETLAND FLAG
WELL
EXISTING CONTOUR LINE, 2' INTERVAL
EXISTING CONTOUR LINE, 10' INTERVAL
BARBED WIRE FENCE
STOCKADE FENCE
RETAINING WALL
LEGEND
GENERAL SURVEY NOTES
1.THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THROUGH
20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES – “MINIMUM STANDARDS OF
ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS”, ADOPTED EFFECTIVE JUNE 21, 1996,
REVISED OCTOBER 26, 2018. IT IS A PERIMETER SURVEY CONFORMING TO HORIZONTAL ACCURACY “CLASS
A-2” STANDARDS. THE BOUNDARY DETERMINATION CATEGORY IS A “RESURVEY”. TOPOGRAPHIC
INFORMATION HAS BEEN OBTAINED FROM GOLDEN AERIAL SURVEYS AND CONFORMS TO TOPOGRAPHIC
ACCURACY “CLASS T-3”. REFERENCE MAY BE MADE TO NORTH AMERICAN DATUM OF 1983 (NAD 83) AND
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
2.REFERENCE MAY BE MADE TO THE FOLLOWING DEEDS RECORDED IN THE TOWN OF MONTVILLE LAND
RECORDS:
VOLUME: 674 PAGES: 282-285 TYPE: WARRANTY
GRANTOR: RAYMOND B. MOSTOWY, SR. & SHIRLEY A. MOSTOWY
GRANTEE: THE NEVAR COMPANY
DATE EXECUTED: AUG. 26, 2021 DATE RECORDED: AUG. 27, 2021
3.REFERENCE MAY BE MADE TO THE FOLLOWING PLANS:
A)“PLAN SHOWING DIVISION OF LAND OF ESTATE OF AARON KIRSCH, ROUTE 163 MONTVILLE, CONN. JULY
1956, SCALE: 1”=40’.”
B)“PROPERTY OF RAYMOND B. & SHIRLEY MOSTOWY, ROUTE NO. 163, MONTVILLE, CONN. SCALE: 1”=40’,
JUNE 1974”
C)“MOSTOWY ONE LOT SUBDIVISION, LAND OF RAYMOND & MARY MOSTOWY, ROUTE 163 MONTVILLE,
CONN. SCALE: 1”=40’, DATE: AUG 1986”
D)“MOSTOWY SUBDIVISION PROPERTY OF RAYMOND & MARY J. MOSTOWY, OWNER AND SUBDIVIDER,
ROUTE 163 MONTVILLE, CONN. SCALE: 1”=40’, DATE: 2-6-89”
E)“BOUNDARY LINE ADJUSTMENT PLAN PREPARED FOR RAYMOND B. MOSTOWY SR., CONNECTICUT
ROUTE 163 (RAYMOND HILL ROAD) MONTVILLE, CONN. SCALE: 1”=100’, DATE: 2-23-2010”
F)“CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE, RAYMOND
HILL ROAD FROM THE NORWICH – HADLYME ROAD SO. EASTERLY TO OXOBOXO BROOK. ROUTE NO.
163, NUMBER: 85-02, SHEET 5 OF 6, SCALE: 1”=40’, DATE: 12-31-36”
G)“CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE, RAYMOND
HILL ROAD FROM THE NORWICH – HADLYME ROAD SO. EASTERLY TO OXOBOXO BROOK. ROUTE NO.
163, NUMBER: 85-02, SHEET 4 OF 6, SCALE: 1”=40’, DATE: 12-31-36”
H)"PROPERTY & TOPOGRAPHIC SURVEY OF 958 OAKDALE ROAD, MONTVILLE, CONNECTICUT"; SCALE
1"=60'; DATED: 03/2023; BY "DGT ASSOCIATES."
3.WETLANDS WERE DELINEATED BY JAMES M. MCMANUS, MS, CPSS ON JANUARY 26, 2023.
4.SAID PARCEL IS TOGETHER WITH AND SUBJECT TO SUCH RIGHTS AS MAY APPEAR OF RECORD.
5.UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE
BEEN COMPILED, IN PART, FROM RECORD MAPPING, PAROLE TESTIMONY AND OTHER SOURCES. THESE
LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES
MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DGT ASSOCIATES. THE SIZE,
LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE
APPROPRIATE AUTHORITIES PRIOR TO ANY FUTURE CONSTRUCTION ACTIVITY. CALL BEFORE YOU DIG AT
1-800-922-4455.
6.MINOR IRREGULARITIES MAY EXIST BETWEEN STONE WALLS AND/OR FENCE LINES AND PRINCIPAL
COURSES DEPICTED HEREON.
7.LAND RECORDS RESEARCH COMPLETED ON JANUARY 23, 2023.
8.FIELD WORK COMPLETED ON FEBRUARY 24, 2023.
9.ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
427,021 SF
ZONING COMPLIANCE TABLE - LOT 1
MINIMUM LOT AREA
LOT 1
MINIMUM LOT FRONTAGE
ZONING
STANDARD PROVIDED ZONING
STANDARD PROVIDED
120,000 SF 515.2± FT
PROPOSED
ZONING
DISTRICT
R-120
PROPOSED
LOT
200 FT
ZONING COMPLIANCE TABLE - LOT 2
MINIMUM LOT AREA MINIMUM LOT FRONTAGE
ZONING
STANDARD PROVIDED ZONING
STANDARD PROVIDED
LOT 2 454.1± FT908,376 SF
PROPOSED
ZONING
DISTRICT
R-120
PROPOSED
LOT
120,000 SF 200 FT
KEY MAP
SCALE: 1" = 1,000'LOT 1LOT 2
Robert P. Pryor, L.S.
CT 19078
PROPERTY LINE (TYP.)
100' PROPERTY RADIUS (TYP)PROPERTY LINE (TYP.)
100' PROPERTY RADIUS (TYP)
1056 ROUTE 163
MAZZEI CONRAD
1056 ROUTE 163
OAKDALE, CT 06370
045-009-00A
1080 ROUTE 163
MATERA JOSEPH F & LOIS
M
381 WEST MAIN STREET
NORWICH, CT 06360
045-008-000
1042 ROUTE 163
LYNCH MICHAEL E
1042 ROUTE 163
OAKDALE, CT 06370
046-065-000
924 ROUTE 163
PARKOS BRYAN E
924 ROUTE 163
OAKDALE, CT 06370
046-007-000
920 ROUTE 163
BONIN CHRISTOPHER &
JESSICA
920 ROUTE 163
OAKDALE, CT 06370
046-006-000
916 ROUTE 163
CHISAGUANO-TAIPE FRANKLIN &
RAMOS-LEINES JUDITH
243 OXOBOXO CROSS ROAD
OAKDALE, CT 06370-1036
046-005-000
912 ROUTE 163
WINTERS CAMERON L
912 ROUTE 163
OAKDALE, CT 06370
046-004-000
906 ROUTE 163
BOMBRIA THOMAS M
906 ROUTE 163
OAKDALE, CT 06370
046-003-000
ROUTE 163
MONTVILLE TOWN OF
310 ROUTE 32
UNCASVILLE, CT 06382
046-035-000
974 ROUTE 163
DUSO DONNA
974 ROUTE 163
OAKDALE, CT 06370
046-008-00A
968 ROUTE 163
MOSTOWY RAYMOND B SR
& SHIRLEY D 968 ROUTE 163
OAKDALE, CT 06370
046-008-00B
1036 ROUTE 163
THAYER TAD L & CAROL A
1036 ROUTE 163
OAKDALE, CT 06370
046-012-000
1030 ROUTE 163
FRENCH DANIELLE M
1030 ROUTE 163
OAKDALE, CT 06370
046-011-000
1020 ROUTE 163
SPISAK DAVID A
1020 ROUTE 163
OAKDALE, CT 06370
046-010-000
ROUTE 163
CHASE PAUL E & JOHANN
V
1011 ROUTE 163
OAKDALE, CT 06370
046-065-000
958 ROUTE 163
NEVAR COMPANY THE
PO BOX 743
CHESHIRE, CT 06410-0743
046-008-000
900 ROUTE 163
CORNERSTONE BAPTIST
CHIRCH
900 ROUTE 163
OAKDALE, CT 06370
046-002-000
WRP-160
R120
R120
R40
R40
OS
OS
R80
R80
OS
WRP-160
R40
R40
R120 OAKDALE ROAD (ROUTE 163)R
A
YM
O
N
D
H
I
L
L
R
O
A
D
(
R
O
U
T
E
1
6
3
)RAYMOND H
I
L
L
ROADCHERRY LANELEGEND
PROPERTY LINE
LIMIT OF 100' RADIUS FROM PROPERTY
ZONE LINE
ADJOINING LOT LINE
100' BUFFER
ZONING LEGEND
R120
R80
R40
OS
WRP-160
RESIDENTIAL R-120 DISTRICT
RESIDENTIAL R-80 DISTRICT
RESIDENTIAL R-40 DISTRICT
OPEN SPACE (OS) DISTRICT
WATER RESOURCE PROTECTION R-160 DISTRICT
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
GENERAL NOTES
1.PROPERTY OWNER INFORMATION TAKEN FROM THE TOWN OF MONTVILLE
ASSESSORS OFFICE GIS.
2.PROPERTY LINES TAKEN FROM THE TOWN OF MONTVILLE GIS.
3.ZONING DISTRICT LINES TAKEN FROM THE TOWN OF MONTVILLE GIS.
150 150 300
CJS
CJB
1" = 150'
100' RADIUS
MAP 1.40
0
ROUTE 163
20'14'
PROPERTY LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
PROPOSED WELL
PR
4-BDRM
HOUSE
1,275± SF
G
F
A
FFE = 468
.
0
0
EXISTING WELL
LOT 2
20.853 AC
908,376 SF
LOT 1
9.803 AC
427,021 SF
INSTALL 1,250 GALLON
SEPTIC TANK
TF = 470.00
INV(IN) = 464.87
INV(OUT) = 464.62
PROPOSED PRIMARY LEACHING SYSTEM
2 ROWS OF MANTIS 536-8
40 LF & 35 LF, 75 LF TOTAL
BOT. OF CHAMBER = 462.11
PROPOSED RESERVE LEACHING SYSTEM
2 ROWS OF MANTIS 536-8
40 LF & 35 LF, 75 LF TOTAL
462
PROPOSED PAVEMENT
SAWCUT LINE (TYP.)
PROTECT AND MAINTAIN ALL
STRUCTURES, BUILDINGS, AND
TREES ON LOT 1
460
458
456
454
452
450
448
446
444
442
440
75'
468.7575'
PROPOSED RESERVE LEACHING SYSTEM
2 ROWS OF MANTIS 536-8
40 LF & 35 LF, 75 LF TOTAL
464466468470
472
474472470468
EXISTING 4-BEDROOM RESIDENCE
TP-105
PT-105
TP-101
PT-101
TP-103
PT-103
TP-104
TP-102
TP-106
PT-107
TP-107
TP-108
TP-109
MAX DRIVEWAY
GRADE = 10%
PROPOSED BITUMINOUS
CONCRETE PAVEMENT (TYP.)
467.33
PROPOSED
ELECTRIC/TELECOMMUNICATIONS
HANDHOLES PER UTILITY PROVIDER'S
STANDARDS AND SPECIFICATIONS
CONNECT PROPOSED ELECTRICAL
SERVICE FROM UTILITY POLE #4438
INSTALL
DISTRIBUTION BOX
INV (IN) = 463.36
INV(OUT) = 463.11
INSTALL 60 LF OF 4" SDR-35
PVC PIPE AT 2.1%
APPROXIMATE LOCATION OF
EXISTING SUBSURFACE SEWAGE
DISPOSAL LEACHING AREA
40
L
F
35
L
F33'36'
4
0
L
F
3
5
L
F
4
0
L
F
3
5
L
F
INV(OUT) = 465.5
INSTALL 30 LF OF 4" SDR-35
PVC PIPE AT 2.1%
EXISTING BENCHMARK
(REBAR W/ CAP)
14'
GRADE TO DRAIN (TYP.)
13'
LEGEND
PROPERTY LINE
ADJOINING LOT LINE
BUILDING SETBACK
SAWCUT PAVEMENT LINE
EDGE OF PAVEMENT
LIMIT OF WETLANDS
LIMIT OF UPLAND REVIEW AREA
PRIMARY LEACHING TRENCH
TEST PIT LOCATION
PERCOLATION TEST HOLE
TP-103
PT-103
RESERVE LEACHING TRENCH
PROPOSED WELL
EXISTING WELL
75' WELL BUFFER
PROPOSED TREE LINE
EXISTING TREE LINE
MAJOR CONTOURS
MINOR CONTOURS
420
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
421
SANITARY SEWER PIPE
UNDERGROUND ELECTRIC,
TELEPHONE AND CABLE LINES
ROUTE 163
LOT 2
20.853 AC
908,376 SF
LOT 1
9.803 AC
427,021 SF
EXISTING PROPERTY
LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
LIMITS OF EXISTING
WETLANDS (TYP.)
LIMITS OF UPLAND
REVIEW AREA (TYP.)
LIMITS OF EXISTING
WETLANDS (TYP.)
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
POTENTIAL
DEVELOPMENT
PLAN 2.11
30 0 30 60
1" = 30'
CJB
AWC
PRIMARY SEPTIC SYSTEM DESIGN
RESERVE SEPTIC SYSTEM DESIGN
ALL PRIMARY AND RESERVE LEACHING AREAS WERE DESIGNED IN ACCORDANCE
WITH CONNECTICUT PUBLIC HEALTH CODE, ON-SITE SEWAGE DISPOSAL
REGULATIONS, AND TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE
DISPOSAL SYSTEMS.
ALL PRIMARY AND RESERVE LEACHING AREAS WERE DESIGNED IN ACCORDANCE
WITH CONNECTICUT PUBLIC HEALTH CODE, ON-SITE SEWAGE DISPOSAL
REGULATIONS, AND TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE
DISPOSAL SYSTEMS.
PRIMARY SYSTEM
4-BEDROOM BUILDING
PERCOLATION RATE = 10.1-20.0
REQUIRED EFFECTIVE LEACHING AREA (ELA):
4-BEDROOM BUILDING: 787.5 SF
PROPOSED LEACHING SYSTEM: MANTIS 536-8
GALLERY DEPTH = 18 IN
GALLERY WIDTH = 36 IN
LEACHING SYSTEM ELA = 11.0 SF/LF
CENTER TO CENTER SPACING = 12 FT
SYSTEM LENGTH = 787.5 SF ÷ 11.0 SF/LF = 71.6 LF
USE 75 LF OF MANTIS 536-8 LEACHING SYSTEM
RESERVE SYSTEM
4-BEDROOM BUILDING
PERCOLATION RATE = 10.1-20.0
REQUIRED EFFECTIVE LEACHING AREA (ELA):
4-BEDROOM BUILDING: 787.5 SF
PROPOSED LEACHING SYSTEM: MANTIS 536-8
GALLERY DEPTH = 18 IN
GALLERY WIDTH = 36 IN
LEACHING SYSTEM ELA = 11.0 SF/LF
CENTER TO CENTER SPACING = 12 FT
SYSTEM LENGTH = 787.5 SF ÷ 11.0 SF/LF = 71.6 LF
USE 75 LF OF MANTIS 536-8 LEACHING SYSTEM
GENERAL & SITE PLAN NOTES
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN
UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES.
2.ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED
BY LOCAL, STATE, AND/OR FEDERAL REVIEWING AGENCIES.
3.EXISTING BOUNDARY, TOPOGRAPHY AND SITE CONDITIONS INFORMATION TAKEN FROM A PLAN ENTITLED "PROPERTY & TOPOGRAPHIC
SURVEY OF 958 OAKDALE ROAD, MONTVILLE, CONNECTICUT"; SCALE 1"=60'; DATED: 03/2023; BY "DGT ASSOCIATES."
4.ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF MONTVILLE STANDARDS, AND THE CONNECTICUT DEPARTMENT OF TRANSPORTATION
STANDARDS AND SPECIFICATIONS IN THE ABOVE REFERENCED INCREASING HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE
STRINGENT SPECIFICATION SHALL APPLY. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA,
FEDERAL, STATE AND LOCAL REGULATIONS.
5.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL COUNTY AND TOWN CONSTRUCTION PERMITS, INCLUDING SEWER AND WATER
CONNECTION PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC
CONTROL NECESSARY FOR THIS WORK.
6.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE ENGINEER OF RECORD IF THERE ARE ANY QUESTIONS
OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE
PRIOR TO BIDDING. ANY CONFLICT BETWEEN THE DRAWINGS SHALL BE CONFIRMED WITH THE OWNER'S CONSTRUCTION MANAGER PRIOR TO
BIDDING.
7.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING, OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT
THE ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
8.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS
EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS
SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
9.THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR
SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD.
10.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ENGINEER OF
RECORD HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION
OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY.
11.ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER,
ENGINEER OF RECORD, AND APPROPRIATE REGULATORY AGENCY PRIOR TO INSTALLATION DURING THE BIDDING PROCESS.
12.INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING
UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND
STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE
FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TO
DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT OF WORK
AT "(800) 922-4455" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS.
DRAINAGE & UTILITY NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY GOVERNMENT AND LOCAL
AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS FROM LOCAL GOVERNING
AUTHORITIES AND STATE REQUIRED TO PERFORM ALL REQUIRED WORK, INCLUDING FOR STREET CUTS AND CONNECTIONS TO EXISTING
UTILITIES. THE CONTRACTOR SHALL POST ALL BONDS, EXCEPT CONNECTICUT DOT ENCROACHMENT PERMIT BOND, PAY ALL FEES, PROVIDE
PROOF OF INSURANCE, AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK.
2.PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT
OF WORK AT "(800) 922-4455" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS.. INFORMATION ON EXISTING UTILITIES AND
STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL RECORD
MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO
ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND
ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES.
3.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT
THE ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
4.ALL DISTURBANCE INCURRED TO TOWN, COUNTY, OR STATE PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS
CONDITION OR BETTER.
5.IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION WORK OF
IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH FURTHER WORK IN
THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT.
6.PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING OF
ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE CONNECTICUT DEPARTMENT OF ENERGY &
ENVIRONMENTAL PROTECTION GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL.
7.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
8.GRADING CONTRACTOR SHALL RESTORE TO GRADE AND COMPACTION ALL AREAS DISTURBED BY BUILDING CONSTRUCTION PRIOR TO PAVING
OPERATIONS COMMENCING.
SCALE: 1" = 300'
KEY MAP
PERCOLATION TEST PITS
TESTING PERFORMED BY SOLLI ENGINEERING AND WITNESSED BY THE UNCAS
HEALTH DISTRICT ON JUNE 6, 2023.
TIME READING
1:20 12"
1:25 11"
1:30 10 12"
1:35 9 34"
1:40 9 14"
1:45 8 34"
1:50 7 1416"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:103
14"
+2 hr
TIME READING
1:15 12"
1:20 9 12"
1:25 8"
1:30 6 34"
1:35 5 34"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:101
14"
1.5 hr
PERCOLATION
RATE (MIN/INCH):1-10
TIME READING
1:25 12"
1:30 10 14"
1:35 8 34"
1:40 7 12"
1:45 6 610"
1:50 5 34"
1:55 5"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:105
12"
+2 hr
1:40 4 78"
1:45 4"
1:50 2 34"1:55 7 12"
2:00 7 316"
2:05 6 1416"
2:10 6 916"
2:15 6 516"
2:20 6 216"
2:25 5 1416"
2:30 5 1016"
2:35 5 616"
2:40 5 216"
2:45 4 1416"
2:50 4 1016"
2:55 4 616"
3:00 4 216"
3:05 3 1416"
3:10 3 1016"
3:15 3 616"
3:20 3 216"
3:25 2 1416"
10.1-20
2:00
3 1416"2:05
3 1016"2:10
3 14"2:15
3"2:20
4 12"
1-10
TIME READING
3:05 12"
3:10 9 34"
3:15 8"
3:20 6 1416"
3:25 5 1416"
PRESOAK TIME:
DEPTH OF PIT:
PERCOLATION TEST:107
14"
+2 hr
1-10
3:30 5"
3:35 4 716"
3:40 3 34"
3:45 3 14"
3:50 2 1416"
TEST PIT OBSERVATIONSTEST PIT OBSERVATIONS
TEST PIT 101
0"-6" DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)
6"-22"MEDIUM BROWN, SANDY LOAM W/ SOME SILT
22"-108"LIGHT BROWN, LOAMY SAND W/ TRACE SILT
NO ROOTS, GROUNDWATER @ 104", NO LEDGE
TEST PIT 102
0"-10"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)
10"-30"MEDIUM BROWN, SANDY LOAM W/ SOME SILT
30"-50"TAN, LOAMY SAND W/ TRACE SILT
50"-105"MEDIUM BROWN, LOAM W/ SOME SILT
NO ROOTS, NO GROUNDWATER, NO LEDGE, REDOX @ 39"
TEST PIT 103
0"-8"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)
8"-17"MEDIUM BROWN, SANDY LOAM W/ TRACE SILT
17"-23"TAN, LOAMY SAND W/ TRACE SILT
23"-80"BROWN, LOAM W/ TRACE SILT
NO ROOTS, NO GROUNDWATER, NO LEDGE, NO REDOX
TEST PIT 104
0"-16"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)
16"-54"MEDIUM BROWN, LOAM W/ SOME SILT
54"-90"TAN, LOAM W/ SOME SILT
NO ROOTS, GROUNDWATER @ 86", NO LEDGE
TEST PIT 105
0"-14"DARK BROWN, SANDY LOAM W/ TRACE SILT (TOP SOIL)
14"-35"MEDIUM BROWN, SANDY LOAM W/ SOME SILT
35"-88"TAN, SANDY LOAM W/ TRACE SILT
NO ROOTS, GROUNDWATER @ 65", NO LEDGE, REDOX @ 43"
TEST PIT 106
0"-9"DARK BROWN, SANDY LOAM (TOP SOIL)
9"-18"MEDIUM BROWN, LOAM W/ TRACE SILT
18"-82"TAN, LOAMY SAND
NO ROOTS, NO GROUNDWATER, NO LEDGE, NO REDOX
TEST PIT 107
0"-12"DARK BROWN, SANDY LOAM (TOP SOIL)
12"-29"MEDIUM BROWN, SANDY LOAM
29"-36"TAN, LOAMY SAND
36"-83"MEDIUM BROWN, LOAMY SAND
NO ROOTS, GROUNDWATER @ 77", NO LEDGE
TEST PIT 108
0"-18"DARK BROWN, SANDY LOAM (TOP SOIL)
18"-53"MEDIUM BROWN, LOAM W/ SOME SILT
NO ROOTS, GROUNDWATER @ 35", LEDGE @ 53"
TEST PIT 109
0"-13"DARK BROWN, SANDY LOAM (TOP SOIL)
13"-34"MEDIUM BROWN, LOAM W/ SOME SILT
34"-75"SANDY LOAM W/ SOME SILT
NO ROOTS, GROUNDWATER @ 34", NO LEDGE, REDOX @ 34"
TESTING PERFORMED BY SOLLI ENGINEERING AND WITNESSED BY THE
UNCAS HEALTH DISTRICT ON JUNE 6, 2023.
PERCOLATION
RATE (MIN/INCH):
PERCOLATION
RATE (MIN/INCH):
PERCOLATION
RATE (MIN/INCH):
ROUTE 163
PR
4-BDRM
HOUSE
1,275± SF
G
F
A
FFE = 468
.
0
0
LOT 1
427,021 SF
462
460
458
456
454
452
450
448
446
444
442
440
468.75 464466468470
472
474472470468
467.33
PROPOSED TEMPORARY STONE
STABILIZED CONSTRUCTION
PAD (MIN. LENGTH 50')
PROPOSED TEMPORARAY SILT
SACK INLET PROTECTION (TYP.)
PROTECT AND MAINTAIN
EXISTING CATCH BASIN
PROPOSED TEMPORARAY SILT
FENCE PROTECTION (TYP.)20'14'
LEGEND
PROPERTY LINE
ADJOINING LOT LINE
BUILDING SETBACK
SAWCUT PAVEMENT LINE
EDGE OF PAVEMENT
LIMIT OF WETLANDS
LIMIT OF UPLAND REVIEW AREA
SILT FENCE
SILT SACK INLET PROTECTION
PROPOSED WELL
EXISTING WELL
75' WELL BUFFER
PROPOSED TREE LINE
EXISTING TREE LINE
MAJOR CONTOURS
MINOR CONTOURS
420
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
421
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Graphic Scale:
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
SOIL EROSION &
SEDIMENT
CONTROL PLAN 2.31
30 0 30 60
1" = 30'
XXX
ARW
1.INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT.
2.INSTALL SILT FENCE(S) ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE).
3.HALT ALL ACTIVITIES AND CONTACT THE ENGINEER OF RECORD TO PERFORM INSPECTION AND CERTIFICATION OF BEST MANAGEMENT
PRACTICES (BMP'S).
4.BEGIN CLEARING AND GRUBBING THE SITE.
5.INSTALL ADDITIONAL EROSION CONTROLS AS WORK PROGRESSES, TOPSOIL AND SEED SLOPES WHICH HAVE ACHIEVED FINAL SITE GRADING.
6.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT
POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR
ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.
7.THROUGHOUT CONSTRUCTION, REMOVE SEDIMENT FROM BEHIND SILT FENCES AND OTHER EROSION CONTROL DEVICES AS REQUIRED.
REMOVAL SHALL BE ON A PERIODIC BASIS (EVERY SIGNIFICANT RAINFALL OF 0.10 INCH OR GREATER). INSPECTION OF EROSION CONTROL
MEASURES SHALL BE ON A WEEKLY BASIS AND AFTER EACH RAINFALL OF 0.50 INCHES OR GREATER. SEDIMENT COLLECTED SHALL BE
DEPOSITED AND SPREAD EVENLY UPLAND ON SLOPES DURING CONSTRUCTION.
8.CONDUCT FINE GRADING.
9.FERTILIZE SEED AND MULCH. SEED MIXTURE TO BE INSTALLED DURING THE SPRING OR FALL SEASON ONLY. USE EROSION CONTROL
BLANKETS AS REQUIRED OR ORDERED FOR SLOPES GREATER THAN 3:1 AND AS SHOWN ON LANDSCAPE PLANS OR EROSION CONTROL PLANS.
FOR TEMPORARY STABILIZATION BEYOND SEEDING DATES USE ANNUAL RYE AT 4.0 LBS/1,000 S.F. FERTILIZE WITH 10-10-10 AT 1.0 LBS. OF
NITROGEN PER 1,000 S.F. AND LIME AT 100 LBS/1,000 S.F. (MAX.).
10.UPON DIRECTION OF THE TOWN OF MONTVILLE AGENT (AFTER THEIR FINAL INSPECTIONS HAVE BEEN PERFORMED AND CERTIFICATES OF
COMPLETION HAVE BEEN ISSUED), EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED FOLLOWING STABILIZATION OF THE
SITE.
CONSTRUCTION SEQUENCE
GENERAL & SITE PLAN NOTES
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN
UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES.
2.ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED
BY LOCAL, STATE AND/OR FEDERAL REVIEWING AGENCIES.
3.EXISTING BOUNDARY, TOPOGRAPHY AND SITE CONDITIONS INFORMATION TAKEN FROM A PLAN ENTITLED "PROPERTY & TOPOGRAPHIC
SURVEY OF 958 OAKDALE ROAD, MONTVILLE, CONNECTICUT"; SCALE 1"=60'; DATED: 03/2023; BY "DGT ASSOCIATES."
4.ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF MONTVILLE STANDARDS, CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARDS
AND SPECIFICATIONS IN THE ABOVE REFERENCED INCREASING HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT
SPECIFICATION SHALL APPLY. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL, STATE
AND LOCAL REGULATIONS.
5.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL COUNTY AND TOWN CONSTRUCTION PERMITS, INCLUDING SEWER AND WATER
CONNECTION PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC
CONTROL NECESSARY FOR THIS WORK.
6.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE ENGINEER OF RECORD IF THERE ARE ANY QUESTIONS
OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE
PRIOR TO BIDDING. ANY CONFLICT BETWEEN THE DRAWINGS SHALL BE CONFIRMED WITH THE OWNER'S CONSTRUCTION MANAGER PRIOR TO
BIDDING.
7.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT
THE ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
8.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS
EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS
SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
9.THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR
SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD.
10.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ENGINEER OF
RECORD HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION
OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY.
11.ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER,
ENGINEER OF RECORD, AND APPROPRIATE REGULATORY AGENCY PRIOR TO INSTALLATION DURING THE BIDDING PROCESS.
12.INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING
UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND
STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE
FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TO
DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE COMMENCEMENT OF WORK
AT "(800) 922-4455" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS.
1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION
RESTRAINT 1/4"
NYLON ROPE
2"x2"x3/4"
RUBBER BLOCK
SILT SACK
NOTE: REGULAR FLOW = 40 GAL./MIN./SF
HIGH FLOW = 200 GAL./MIN./SF
SILT SACK DETAIL
SCALE: NTS
2'
3'
4'
8"4"
FLOW
1.SET THE POSTS
2. EXCAVATE A 4"X8"
TRENCH UPSLOPE ALONG
THE LINE OF STAKES
1.STAPLE FILTER
MATERIAL IT STAKES
AND EXTEND IT INTO
THE TRENCH.
4.BACKFILL WITH
STONE AND COMPACT
THE EXCAVATED SOIL
FLOW
EXTENSION OF
FABRIC AND
WIRE INTO THE
TRENCH
8"
4"
5"
WIRE
FILTER FABRIC
STONE BERM
CONSTRUCTION OF SILT FENCE
SILT FENCE DETAIL
SCALE: NTS
CONSTRUCTION ENTRANCE
SCALE: NTS
FILTER FABRIC
1"-2" WASHED ROCK
6" MINIMUM
ROADW
A
Y
50'
M
I
N
.
R
O
A
D
S
EROSION CONTROL BLANKET
(PROPOSED SLOPES 3:1 OR GREATER)
SCALE: NTS
PERSPECTIVE
PERSPECTIVE
OVERLAP EDGES OF
ADJACENT PARALLEL ROLLS
BY APPROXIMATELY 6" AND
ANCHOR WITH STAPLES AT 24"
TO 36" SPACING DEPENDING
ON THE SLOPE
UNROLL BLANKET DOWN
SLOPE IN THE DIRECTION OF
THE WATER FLOW
SECTION
BEGIN AT THE TOP OF THE SLOPE AND
ANCHOR BLANKETS IN A 12" DEEP AND
12" WIDE INITIAL ANCHOR TRENCH AND
ANCHOR WITH STAPLES AT 18" SPACING 12"12"
4' - 0"
NOTES:
·SINGLE-NETED STRAW BLANKETS TO BE TYPICALLY USED
ON SLOPES 3:1 AND FLATTER AS WELL AS IN LOW FLOW
CHANNELS.
·INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
·PRODUCT TO BE STRAW BLANKET WITH SINGLE
BIODEGRADABLE NETTING (OR APPROVED EQUAL).
·TOP NETTING MESH SIZE = 1/2" x 1/2".
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
CONSTRUCTION
DETAIL 3.01
NTS
CJB
CJS
TYPICAL
ELECTRICAL/TELEPHONE/CABLE
AND GAS TRENCH
SCALE: NTS
7" SAND BED FROM
MAIN TO METER PIT
12" SAND COVER
OVER PIPE
MARKING TAPE BURIED
OVER ELECTRIC AND
TELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT.,
3'-0" WHEN ELEC., CATV, & TEL.
ARE GROUPED IN TRENCH
BOTTOM OF
CONDUIT TRENCH
APPROVED COMPACTED %
MAX DRY BACKFILL (95
DENSITY) COMPACTION
PER ASTM D1557 IN 8" LIFTS
3'-0" (FOR ELECT.)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
ASPHALT PAVING
STANDARD DUTY
PAVING DETAIL
SCALE: NTS
5.5" GRANULAR
SUBBASE COURSE
COMPACTED
SUBGRADE
1.5" BIT. CONC.
WEARING COURSE
1.5" BIT. CONC.
BINDER COURSE
4" GRANULAR BASE
COURSE
RESIDENTIAL DRIVEWAY CURBING
SCALE: NTS
PAVEMENT MATCH TREATMENT (SAWCUT) DETAIL
SCALE: NTS
EXISTING BITUMINOUS
PAVEMENT
PROPOSED BITUMINOUS
PAVEMENT
SAW CUT, CLEAN AND PAINT
WITH LIQUID BITUMEM
NOTES
1.OVERLAP BOTH PROPOSED BITUMINOUS CONCRETE COURSES (CLASS 1
AND CLASS 2) OVER EXISTING SUBBASE.
2.MINIMUM THICKNESS TO BE SAME AS PROPOSED BITUMINOUS OR MATCH
THICKNESS OF EXISTING PAVEMENT, WHICH EVER IS GREATER.
1'-0"SEE NOTE 2
PROPOSED BITUMINOUS
PAVEMENT
TYPICAL HANDHOLE
SCALE: NTS
DETAIL PROVIDED BY TOWN OF MONTVILLE
PERMANENT PAVEMENT REPAIR
SCALE: NTS DETAIL PROVIDED BY TOWN OF MONTVILLE
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED 2-LOT
SUBDIVISION OF
958 ROUTE 163
MONTVILLE, CONNECTICUT
Rev. #:Date Description
KMS
22109401
07/17/23
ENGINEERING
Kevin Solli, P.E.
CT 25759
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
DETAIL
SHEET 3.02
NTS
CJB
CJS
PRECAST CONCRETE 1,250 GALLON SEPTIC TANK
SCALE: NTS DETAIL PROVIDED BY CT PRECAST CORPORATION
DISTRIBUTION BOX
SCALE: NTS
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS
EDGE OF TRENCH
SUPPORT SYSTEM
AS REQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SP PER
UNIFIED SOIL CLASSIFICATION SYSTEM OR AS
APPROVED BY SITE ENGINEER, COMPACTED TO
95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL)
PER ASTM D1557 (MODIFIED PROCTOR TEST)
3/4" CRUSHED STONE
INSTALL CLAY DAM WATER STOP 2'
(MIN.) THICKNESS AT 50' C-C
BOTTOM OF TRENCH
SPECIAL FOUNDATION IF ORDERED BY
ENGINEER - 3/4" CRUSHED STONE TO BE
INSTALLED TO DEPTH DETERMINED BY
ENGINEER IN PEAT AND UNSUITABLE AREAS
6" MIN.
1'-0" MIN.
IN ROCK
TRENCH WIDTH
O.D. + 2'-0" MIN.
1'-0"OD 1'-0"
6"
6"
MANTIS 536-8 LEACHING SYSTEM CROSS SECTION W/ VENTING DETAIL
SCALE: NTS DETAIL PROVIDED BY ELJEN CORPORATION
ELJEN MANTIS
SPECIFIED SAND
NOTE: VENTING REQUIRED WHEN MORE THAN 18" OF COVER AS
MEASURESED FROM THE TOP OF THE UNIT TO FINISHED GRADE
TOPSOIL
CLEAN BACKFILL
VEGETATIVE COVER
ø 4" WITH HOLES
AT 5, 7 & 12 O'CLOCK
6"
1"
18" MINIMUM FROM
BOTTOM OF UNIT TO
SEASONAL HIGH WATER TABLE
48"
36"
6" MIN
18"
5" MIN
12"
NOTE: VENTING REQUIRED WHEN MORE THAN 18" OF COVER AS
MEASURED FROM THE TOP OF THE UNIT TO FINISHED GRADE
SPECIFIED
SAND
LAST
MANTIS MODULE
"MUSHROOM" CAP
SYSTEM VENTING INFORMATION