HomeMy WebLinkAbout23SUB1 958 Route 163 - Resubdivision Plan Set (REV 2023-11-06) Rec'd 11-10-23Sheet Title:Sheet #:
Project:
COVER
SHEET 0.00
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID: 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
Rev. #:Date Description
USGS MAP LOCATION MAP
ENGINEERING
PREPARED BY:
501 MAIN STREET, MONROE, CONNECTICUT 06468
11 VANDERBILT AVENUE, NORWOOD, MASSACHUSETTS 02062
PROPOSED 1-LOT
RESUBDIVISION OF
958 ROUTE 163
PREPARED FOR:
(PARCEL ID: 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
THE NEVAR COMPANY
677 S. MAIN STREET
CHESHIRE, CONNECTICUT
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
11/06/23
N/A
N/A
11/06/23
11/06/23
N/A
11/06/23
11/06/23
09/25/23
N/A
SURVEYOR OF EXISTING
CONDITION
PETER A. PODURGIEL, PLS LICENSE NO. 70134
DGT ASSOCIATES
12 ROOSEVELT AVENUE
MYSTIC, CONNECTICUT 06355
(860) 889-1999
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: 30.66 ± AC (1,335,410 ± SF)
LOT FRONTAGE: 961 FT
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) 880-5455
SOIL SCIENTIST
OWNER/APPLICANT
DEAN FISKE
THE NEVAR COMPANY
677 S. MAIN STREET
CHESHIRE, CONNECTICUT 06410
(203) 410-7827
SUBJECT PROPERTY
JIM MCMANUS
JMM WETLAND CONSULTING SERVICES
23 HORSESHOE RIDGE ROAD
NEWTOWN, CONNECTICUT 06482
(203) 364-0345
SURVEYOR OF SUBDIVISION
ROBERT P. PRYOR, LICENSE NO. 19078
SOLLI ENGINEERING, LLC
501 MAIN STREET
MONROE, CONNECTICUT 06468
(203) 880-5455
Approved by the Montville Planning & Zoning Commission on _____________________________________________________________________.
By: ____________________________________________________________________________________________________________________.
Chairman, Vice Chairman, Secretary
Date: ___________________________________________________________________________________________________________________.
Per C.G.S. Section 8-26c, as may be amended, all work in conjunction with the approved resubdivision shall be completed within five (5) years on or
before___________________________________________________________________________________________________________________.
Approval of this resubdivision plan by the Commision shall mean certification of the Erosion and Sediment Control Plan.
1 08/04/23 Revised Per IWC Comments
2 08/31/23 Revised Per Planner Comments
3 09/12/23 Revised Per Planner Comments
4 09/21/23 Revised Per Planner Comments
5 09/25/23 Revised For Encroachment Permit
6 11/06/23 Revised Per DOT Comments
L=178.52', R=1885.08'
D=5°25'34", TAN=89.33', CHORD=S01° 54' 36"E 178.46'OAKDALEROADDETAIL 'A'
PROPOSED
LOT 2
950 ROUTE 163
ID: 046 - 008 - 00C
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'N16° 00' 28"W81.23'N16° 00' 28"W271.62'N85° 44' 19"E
801.58'
PROPOSED
LOT 1
958 ROUTE 163
ID: 046 - 008 - 000
9.803± AC
427,021± SF
60' REAR YARD SETBACK (TYP.)
50' UPLAND REVIEW
AREA (TYP.)
EXISTING ON-SITE WETLANDS
1.55 ± ACRES
67,456 ± SF
25' SIDE YARD SETBACK (TYP.)
60' FRONT YARD SETBACK25' SIDE YARD SETBACK
60' REAR YARD SETBACK
25' SIDE YARD SETBACK
ANY PROPOSED ACTIVITY IN THE REAR
(WESTERLY PORTION) OF THE PROPOSED LOT 1
(958 ROUTE 163 / 046 - 008 - 000) WILL REQUIRE
FURTHER WETLANDS INVESTIGATION AND
REVIEW AND APPROVAL BY THE MONTVILLE
WETLAND ENFORCEMENT OFFICER AND / OR
MONTVILLE INLAND WETLANDS &
WATERCOURSES COMMISSION
EXISTING 2-STORY RESIDENTIAL
DWELLING GLA= 3,165± SF
5,187 SF
6,917 SF
225 SF
PROPOSED DRAINAGE EASEMENT OVER LOT 1 (958 ROUTE
163 / 046 - 008 - 000) BENEFITTING THE PROPERTY OF 968
ROUTE 163 (SEE EASEMENT ENLARGEMENT HEREON)
AREA = 1,083 ± SF
PROPOSED DRAINAGE EASEMENT OVER LOT 2 (950 ROUTE 163
/ 046 - 008 - 00C) BENEFITTING THE PROPERTY OF 968 ROUTE
163 (SEE EASEMENT ENLARGEMENT HEREON)
AREA = 2,582 ± SF
PROPOSED DRIVEWAY EASEMENT OVER LOT 1 (958 ROUTE
163 / 046 - 008 - 000) BENEFITTING THE PROPERTY OF 968
ROUTE 163 (SEE EASEMENT ENLARGEMENT HEREON)
AREA = 2,967 ± SF
EXISTING CONCRETE SLAB ONLY TO REMAIN (NO BUILDING MAY BE CONSTRUCTED ON THE
EXISTING SLAB EXCEPT IN CONFORMITY WITH THE SETBACK REQUIREMENTS OF THE ZONE)
EXISTING DRAINAGE PIPE TO REMAIN
EXISTING CONCRETE BOUND
(POINT OF BEGINNING FOR ALL
PROPOSED EASEMENTS SHOWN
ON SHEET 1.11 & 1.12)
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINES
BUILDING SETBACK
TREE LINE
STONE FARM WALL
PROPOSED LOT LINES
EXISTING SPOT GRADE568.85
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
LIMIT OF WETLANDS
UPLAND REVIEW AREA - 100 FT BUFFER
UPLAND REVIEW AREA - 200 FT BUFFER
UPLAND REVIEW AREA - 50 FT BUFFER
EXISTING CONCRETE SLAB
EXISTING CATCH BASIN
EXISTING GUIDE RAIL
EXISTING GRAVEL DRIVE
PROPOSED WELL
PROPOSED PRIMARY LEACHING AREA
PROPOSED RESERVED LEACHING AREA
PROPOSED GRADING OR
DRAINAGE EASEMENT
PROPOSED DRIVEWAY EASEMENT
PROPOSED SIGHT LINE EASEMENT
S85° 34' 48"W
49.86'
N85° 44' 19"E
55.07'N04° 15' 41"W50.00'N04° 15' 41"W20.00'N85° 44' 19"E
53.58'S00° 00' 00"E50.00'S00° 00' 00"E
20.06'S04° 34' 28"E121.88'S85° 25' 32"W
10.00'N04° 34' 28"W94.41'N64
°
1
3
'
5
8
"
W
35.0
1
'
S85° 44' 19"W
118.60'
N85° 44' 19"E
158.02'
N00° 00' 00"E
10.03'
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 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
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.
10.SUBJECT PROPERTY IS WITHIN AN AREA OF MINIMAL FLOOD HAZARD, ZONE X, IN
ACCORDANCE WITH FEMA FLOOD INSURANCE RATE MAP, MAP #09011C0331G,
EFFECTIVE 07/18/2011.
427,021 SF
ZONING COMPLIANCE TABLE
LOT 1
MINIMUM LOT
AREA
ZONING
STANDARD PROVIDED
BULK
REGULATIONS
(ZONE R-120)
KEY MAP
SCALE: 1" = 1,000'
MINIMUM LOT
FRONTAGE
Robert P. Pryor, L.S.
CT 19078
1 08/04/23 Revised Per IWC CommentsLOT 1LOT 2
2 08/31/23 Revised Per Planner Comments
LOT 2
ZONING
STANDARD PROVIDED
MINIMUM FRONT
YARD SETBACK
MINIMUM SIDE
YARD SETBACK
MINIMUM REAR
YARD SETBACK
120,000 SF
200 FT
60 FT
25 FT
60 FT
26 ± FT
515.2 ± FT 200 FT
120,000 SF 908,376 SF
454.1 ± FT
304 ± FT60 FT
197 ± FT 25 FT 84 ± FT
135 ± FT 60 FT 535 ± FT
3 09/12/23 Revised Per Planner Comments
EASEMENT ENLARGEMENT
SCALE: 1" = 30'
4 09/21/23 Revised Per Planner Comments
5 11/06/23 Revised Per DOT Comments
S00° 00' 00"E
40.00'
S80° 24' 06"
E
120.00'
N00° 00' 00"E
40.00'
N80° 24' 06"
W
120.00'
S80° 24' 06"
E
198.65'
L=277.00', R=2939.93'
D=5°23'54", TAN=138.60', CHORD=S19° 16' 31"W 276.90'OAKDALEROADDETAIL 'B'LEGENDPROPERTY LINEADJOINING LOT LINEBUILDING SETBACKSAWCUT PAVEMENT LINEEDGE OF PAVEMENTLIMIT OF WETLANDSLIMIT OF UPLAND REVIEW AREAPRIMARY LEACHING TRENCHTEST PIT LOCATIONPERCOLATION TEST HOLETP-103PT-103RESERVE LEACHING TRENCHPROPOSED WELLEXISTING WELL75' WELL BUFFERSSD = XXXISD = XXXROUTE 163908,376± SF
PROPOSED LOT LINE
(TYP.)
S03° 01' 18"W
77.22'
S07° 45' 00"W
170.34'
S08° 10' 00"W
70.01'
S19° 12' 25"W
99.53'
S09° 42' 44"W
99.41'
N84° 18' 04"W
170.00'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'S00° 00' 00"E557.40'S80° 24' 06"
E
198.65'
PROPOSED
LOT 2
950 ROUTE 163
ID: 046 - 008 - 00C
20.853 ± AC
908,376 ± SF
PROPOSED
LOT 1
958 ROUTE 163
ID: 046 - 008 - 000
9.803± AC
427,021± SF
50' UPLAND REVIEW
AREA (TYP.)
S07° 45' 00"W
170.34'
EXISTING GARAGE
1,175 ± SF
EXISTING 2-STORY RESIDENTIAL
DWELLING GLA= 2,288 ± SF
60' FRONT YARD SETBACK60' REAR YARD SETBACK
25' SIDE YARD SETBACK
25' SIDE YARD SETBACK
60' FRONT YARD SETBACK
60' REAR YARD SETBACK
EXISTING ON-SITE
WETLANDS
0.07 ACRES
2,925 ± SF
25' SIDE YARD SETBACK
25' SIDE YARD SETBACK
EXISTING (11' x 15')
GARAGE 167 SF
EXISTING (12' x 16') SHED
192 ± SF
EXISTING (10' x 12') SHED
120 ± SF
EXISTING (16' x 20') SHED
320 ± SF
EXISTING (27' x 22')
GARAGE 594 ± SF
PROPOSED LEACHING AREAS
PROPOSED 14' WIDE BITUMINOUS
CONCRETE DRIVEWAY (TYP.)
PROPOSED WELL
EXISTING 1.75-STORY RESIDENTIAL
DWELLING GLA= 1,680 ± SF
EXISTING 1.4-STORY RESIDENTIAL
DWELLING GLA= 1,210 ± SF
EXISTING 1-STORY RESIDENTIAL
DWELLING GLA= 564 ± SF
EXISTING 1-STORY RESIDENTIAL
DWELLING GLA= 960 ± SF
EXISTING 1.75-STORY RESIDENTIAL
DWELLING GLA= 1,423 ± SF
1809 SF
1,175 SF
1,275 SF
510 SF
960 SF
864 SF
1,181 SF
1,061 SF
1,014 SF
1,181 SF
84.25'197.80' 134.99'
APPROXIMATE LOCATION OF EXISTING
SUBSURFACE SEWAGE DISPOSAL
LEACHING AREA (CESSPOOL)
L=213.05', R=2839.93'
D=4°17'54", TAN=106.58', CHORD=S10° 22' 32"W 213.00'PROPOSED GRADING EASEMENT #1 OVER LOT 1 (958 ROUTE 163
/ 046-008-000) BENEFITING LOT 2 (950 ROUTE 163 / 046-008-00C)
(SEE GRADING EASEMENT ENLARGEMENT #1 HEREON)
AREA = 0.109± AC
PROPOSED GRADING EASEMENT #2 OVER LOT 1 (958 ROUTE 163
/ 046-008-000) BENEFITING LOT 2 (950 ROUTE 163 / 046-008-00C)
(SEE GRADING EASEMENT ENLARGEMENT #2 HEREON)
AREA = 0.062± AC
PROPOSED SIGHT LINE EASEMENT OVER LOT 1 (958 ROUTE 163
/ 046-008-000) BENEFITING LOT 2 (950 ROUTE 163 / 046-008-00C)
(SEE SIGHT LINE EASEMENT ENLARGEMENT HEREON)
AREA = 0.017± AC
PROPOSED 4 BEDROOM
RESIDENTIAL DWELLING
ISD = 545 FTISD = 545 FTPROPOSED CONSERVATION EASEMENT OVER LOT 2
(950 ROUTE 163 / 046-008-00C) (SEE CONSERVATION
EASEMENT ENLARGEMENT HEREON)
AREA = 0.830± AC
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINES
BUILDING SETBACK
TREE LINE
STONE FARM WALL
PROPOSED LOT LINES
EXISTING SPOT GRADE568.85
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
LIMIT OF WETLANDS
UPLAND REVIEW AREA - 100 FT BUFFER
UPLAND REVIEW AREA - 200 FT BUFFER
UPLAND REVIEW AREA - 50 FT BUFFER
EXISTING CONCRETE SLAB
EXISTING CATCH BASIN
EXISTING GUIDE RAIL
EXISTING GRAVEL DRIVE
PROPOSED WELL
PROPOSED PRIMARY LEACHING AREA
PROPOSED RESERVED LEACHING AREA
PROPOSED GRADING OR
DRAINAGE EASEMENT
PROPOSED DRIVEWAY EASEMENT
PROPOSED SIGHT LINE EASEMENT
OAKDALEROADROUTE 163N80° 24' 06"W
12.32'
N08° 56' 45"E
160.15'
N25° 08' 57"W
22.00'
N27° 00' 00"E
65.00'OAKDALEROADROUTE 163N80° 24' 06"W
7.22'
N09° 58' 57"E
198.25'
S07° 45' 00"W
128.32'
S08° 10' 00"W
70.01'
S08° 10' 00"W
42.12'OAKDALEROADS08° 10' 00"W
42.12'
L=155.11', R=2839.93'
D=3°07'46", TAN=77.57', CHORD=S09° 47' 28"W 155.09'
N80° 24' 06"
W
165.83'N00° 00' 00"E200.00'S80° 24' 06"
E
198.65'
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 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
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 60 120
KEY MAP
SCALE: 1" = 1,000'LOT 1LOT 2
Robert P. Pryor, L.S.
CT 19078
1 08/04/23 Revised Per IWC Comments
2 08/31/23 Revised Per Planner Comments
3 09/12/23 Revised Per Planner Comments
4 09/21/23 Revised Per Planner Comments
GRADING EASEMENT
ENLARGEMENT #2
SCALE: 1" = 40'
SIGHT LINE EASEMENT
ENLARGEMENT
SCALE: 1" = 40'
GRADING EASEMENT
ENLARGEMENT #1
SCALE: 1" = 40'
5 11/06/23 Revised Per DOT Comments
CONSERVATION EASEMENT
ENLARGEMENT
SCALE: 1" = 50'
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 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
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
14'
PROPERTY LINE (TYP.)
BUILDING SETBACK LINE (TYP.)
PROPOSED WELL
EXISTING WELL
PROPOSED
LOT 2
950 ROUTE 163
ID: 046 - 008 - 00C
20.853± AC
908,376± SF
PROPOSED
LOT 1
958 ROUTE 163
ID: 046 - 008 - 000
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
PROTECT AND MAINTAIN ALL
STRUCTURES, BUILDINGS, AND
TREES ON LOT 1
75'75'
PROPOSED RESERVE LEACHING SYSTEM
2 ROWS OF MANTIS 536-8
40 LF & 35 LF, 75 LF TOTAL
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
PROPOSED BITUMINOUS
CONCRETE PAVEMENT (TYP.)
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
(CESSPOOL)
40
L
F
35
L
F33'4
0
L
F
3
5
L
F
4
0
L
F
3
5
L
F
SSWR 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'
EXISTING CONCRETE SLAB ONLY TO REMAIN (NO
BUILDING MAY BE CONSTRUCTED ON THE
EXISTING SLAB EXCEPT IN CONFORMITY WITH
THE SETBACK REQUIREMENTS OF THE ZONE)
REMOVE AND
DISPOSE OF EXISTING
CONCRETE SLAB
PROPOSED FOUNDATION
DRAIN (TYP.)
MAINTAIN EXISTING SHARED
DRIVEWAY (TYP.)
ISD = 545 F
T
PROPOSED DRAINAGE EASEMENT OVER LOT 1 (958
ROUTE 163 / 046 - 008 - 000) BENEFITTING THE
PROPERTY OF 968 ROUTE 163
AREA = 1,083 ± SF
PROPOSED DRAINAGE EASEMENT OVER LOT 2 (950 ROUTE 163 /
046 - 008 - 00C) BY BENEFITTING THE PROPERTY OF 968 ROUTE
163 AREA = 2,582 ± SF
PROPOSED DRIVEWAY EASEMENT OVER LOT 1
(958 ROUTE 163 / 046 - 008 - 000) BENEFITTING THE
PROPERTY OF 968 ROUTE 163
AREA = 2,967 ± SF
MAX DRIVEWAY
GRADE = 10% MAX
EXISTING VEGETATION TO
BE CLEARED TO PROVIDE
ADEQUATE SIGHT LINES
ISD = 54
5
F
T
20'
PR
4
BDRM
HOUSE
FFE = 468
.
0
0
PROPOSED GRADING
EASEMENT
PROPOSED
ELECTRIC/TELECOMMUNICATIONS
HANDHOLES PER UTILITY PROVIDER'S
STANDARDS AND SPECIFICATIONS
PROPOSED FES FOR
FOUNDATION DRAIN
INV (OUT)= 454.00'
PROPOSED CONSERVATION
EASEMENT
ISD EASEMENT
EXISTING VEGETATION TO
BE CLEARED TO PROVIDE
ADEQUATE SIGHT LINES
PROPOSED BITUMINOUS
CONCRETE PAVEMENT (TYP.)458466
468470
472
474472470468
440442
444446
460 456454452450
448 438 436 434 432 430
428 426
424
422 420 418416414465
460 455
445
440 435467
468.75 467.33
462.1
434.9
33.7'
CONNECT PROPOSED ELECTRICAL
SERVICE FROM UTILITY POLE #4438
462
464
ROUTE 163
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
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SANITARY SEWER PIPE
UNDERGROUND ELECTRIC,
TELEPHONE AND CABLE LINES
STOPPING SIGHT DISTANCE (SSD)SSD = XXX
INTERSECTION SIGHT DISTANCE (ISD)ISD = XXX
PROPOSED GRADING OR
DRAINAGE EASEMENT
PROPOSED DRIVEWAY EASEMENT
PROPOSED SIGHT LINE EASEMENT
PROPOSED
LOT 2
20.853± AC
908,376± SF
PROPOSED
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 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
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
40 0 40 80
1" = 40'
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
MINIMUM LEACHING SYSTEM SPREAD (MLSS):
SLOPES = 6.1-8.0
RECEIVING SOIL DEPTH = 34 IN
HYDRAULIC FACTOR (HF) = 26
FLOW FACTOR (FF) = 1.75
PERCOLATION FACTOR (PF) = 1.0
MLSS = HF x FF x PF = 26 x 1.75 x 1.0 = 46
75 LF > 46 LF; MEETS MLSS REQUIREMENTS
GENERAL 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 (CONNECTICUT ROUTE 163), 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.
13.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.
14.ALL DISTURBANCE INCURRED TO TOWN, COUNTY, OR STATE PROPERTY
DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION
OR BETTER.
15.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.
16.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.
17.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
18.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):
1 08/04/23 Revised Per IWC Comments
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPEMENT WITH
THIS PLAN.
________________________________________ _________________________________________
APPLICANT SIGNATURE DATE
________________________________________ _________________________________________
ENGINEER OF RECORD SIGNATURE DATE
2 08/31/23 Revised Per Planner Comments
3 09/21/23 Revised Per Planner Comments
4 09/25/23 Revised for Encroachment Permit
5 11/06/23 Revised Per DOT Comments
PR
4
BDRM
HOUSE
FFE = 46
8
.
0
0 458466
468
470
472
474472470468
440442
444446
460 456454452450
448
438 436
434
432 430
428 426
424
422 420 418416414465
460
455
445
440 435467
468.75 467.33
462.1
434.9
462
464
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 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
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'
CJB
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
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
EROSION CONTROL BLANKET
(PROPOSED SLOPES 3:1 OR GREATER)
SCALE: NTS
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".
1
08/04/23 Revised Per IWC Comments
2
08/31/23 Revised Per Planner Comments
3 09/21/23 Revised Per Planner Comments
2
1
CONSTRUCTION ENTRANCE
SCALE: NTS DETAIL PROVIDED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION
4 09/25/23 Revised for Encroachment Permit
5 11/06/23 Revised Per DOT Comments
30
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 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
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 1-LOT
RESUBDIVISION OF
958 ROUTE 163
(PARCEL ID : 046-008-000)
OAKDALE, CONNECTICUT
JULY 17, 2023
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