HomeMy WebLinkAboutSubdivision Survey1-1 CIL
2 200 f
LEGEND
R2QUIR8D PROIyIDBD LOT IPROPERTYLINE
FRONT SETBACKBUILDINGLINE 64'
STONE WALL
X X X x- WIRE FENCE
SILT FENCE OR HAY BALES MIN. AREA 120,000 SQ.FT. 120,377.9 SQ.FT.
EDGE WOODS OR CLEARING MIN. FRONTAGE
75' WETLANDS REVIEW LINE
226.42'
EDGE WETLANDS
OLLEEN M
50' WETLANDS BUFFER
ANGLE POINT
Q IRON PIN OR PIPE FOUND
R MONUMENT FOUND
OO DRILL HOLE FOUND
40 IRON PIN SET 5/8" REBAR
B JR
DRILL HOLE SET
o SURVEYOR CONTROL POINT
N/F
JOHNSON, MERLE I
JILL B
VOL 336/PG 601
TIE LINE
N 73.06' 51 "E
41.74' S 68054'30"E
90.00'
157.22'
S' 84°50' 08"E 109.26'
MATHEMATICAL . S 84°24'01
CLOSING LINE
N 28006'42" W • p •
134.89 W pWNEER kk
150. op ° 10,304.5±sQ.FT. 87°3U 15"E 95 BPO 0. 24±ACRES
o
G, '
69°39' 8
oo ;$ 76.52'
BOUNDARYu 6
IS EDGE N 77. 42 2" WkisTOFLAKE :121 07' LDrN 0
N F N 77°42' 52" W
G '
j y*'R
SANDE S, THOMAS E 33.89 i • 8
V 371PG665 N 23'17'17"W i
s
64
x53-51'
0
N/Fbo 0
CHIARELLA, THOMAS J & LISA A v= ca
VO 381/PG 909 •
N/F ,
JOHNSON, LEONARD T
KATHLEEN A
VOL 509/PG 30 N 86°28' 38" WIp
66• i' FND 36.90
COR.
DETAIL
NOT TO 5CALE
g,nnrr rue AT - 'R120' RRSIDRNTIAL
EXISTING WELL NO
LONGER IN USE TO
BE MAINTIANED FOR
POSSIBLE USE FOR
IRRIGATION
ZONE CHART
R! 2o' RgsIDENTIAL-REAR LOT
R2QUIR8D PROIyIDBD LOT I PROYIDaD LOT 2
FRONT SETBACK 60' 60.7' 64'
SIDE SETBACK 25 27' 60'
REAR SETBACK 60' >672' 761'
MIN. AREA 120,000 SQ.FT. 120,377.9 SQ.FT. 132,001.0 SQ.FT.
MIN. FRONTAGE 200' 226.41' 226.42'
EXISTING WELL NO
LONGER IN USE TO
BE MAINTIANED FOR
POSSIBLE USE FOR
IRRIGATION
ZONE CHART
R! 2o' RgsIDENTIAL-REAR LOT
SOLAR NOTE: PER SECTION 4.3.15
REGARDING PASSIVE SOLAR
ENERGY; PASSIVE SOLAR ENERGY
TECHNIQUES AS PRESCRIBED BY LAW
HAVE BEEN CONSIDERED IN
DEVELOPMENT OF THIS PLAN
DRIVEWAY NOTE: DRIVEWAY SHALL BE
SURFACED WITH 12" PROCESSED GRAVEL
DRIVEWAY SLOPE NOT TO EXCEED 10%
SEE DETAIL SHEET 3
018-000
t
PROVMD LOT 3
FRONT SETBACK 60' 1000'
SIDE SETBACK 25' 34.6'
REAR SETBACK 60' 93.5'
MIN. AREA 120,000 SQ.FT. 824,241± SQ.FT.
MIN. FRONTAGE 25' 50'
SOLAR NOTE: PER SECTION 4.3.15
REGARDING PASSIVE SOLAR
ENERGY; PASSIVE SOLAR ENERGY
TECHNIQUES AS PRESCRIBED BY LAW
HAVE BEEN CONSIDERED IN
DEVELOPMENT OF THIS PLAN
DRIVEWAY NOTE: DRIVEWAY SHALL BE
SURFACED WITH 12" PROCESSED GRAVEL
DRIVEWAY SLOPE NOT TO EXCEED 10%
SEE DETAIL SHEET 3
81.69'
LOR',08"E
4184
021Y.,W o 00 ,08
t0 co O
N 80°21 D6'INNp ,5,
0 09.38' 52"E
X550" p 418 75.00 0 I
N 87'0'
8LP c .. _ z
0"E 50.007,500.0±SQ.FT.
28.48'Sf8p•21
00.00
8°°21 Va%V
PERMIT & CONSTRUCTION NOTE,
1, THE ZEO MUST BE CONTACTED 24 HOUR5 PRIOR TO
START OF CON5TRUCTION.
2. ALL COMMENTS OF THE UNCA5 HEALTH DISTRICT WILL BE
ADDRE55ED PRIOR TO 155UANCE OF ANY ZONING PERM{TS:
3. AN E*5 Bond in the amount of $2,000 must be posted prior
to the 155uance of a Zoning Permit for each lot.
4. This approval 15 valid for five (5) years from the date of
approval. The applicant may request exten5ion5 for a period not
exceeding ten (10) years from date of approval.
163.97'
418:
NOTE: 15' EASEMENT TO BE
4192 419 GRANTED TO N/F DIAMOND
ET AL.
188.73'
N 86.38' 38" W f t 0.1 >' 108.91' 189.26' o• oN85°22'09" W N 86045' 08" W N 86°44' 07" W N 85°27'58" W 319.70'
NAP REFERENCE:
1 ."PLAN OF LAND OF ELIZABETH V. LAIVONEN, COTTAGE ROAD,
MONTVILLE,CONN.11, SCALE I " _ 100 ', DATED AUGUST 1976, REV15ED TO
NOVEMBER I G, I 950s BY CHANDLER, PALMER * KING, NORNICH,CT.
2."5UBDIV15ION PLAN PREPARED FOR HRAM R. SKINNER * MARGARET
5KINNER, COTTAGE ROAD, MONTVILLE,CONN.", SCALE 1 "=40, 5HEET I OF
1, DATE: NOVEMBER 23, 1993,REV15ED TO OCT.4, 1994, BY CPK,
NORWICh,CT.
3. SURVEY MAP PREPARED FOR E5TATE OF ELIZABETH V.LAIVONEN,
COTTAGE ROAD, MONTVILLE,CONN." SCALE: 1 "= 100', SHEET 1 OF ! ,DATED
AUGUST 1 5, 1997, REVISED TO MAY ! 7, 1999, BY CPK.
N/F
PEQ UO T LEDGE
CAMPGR 0 UND LLC
VOL 336/PG 737
NOTE:
ACCORDING TO CURRENT USE, DOCUMENTATION, AERIAL PHOTOGRAPHS, AND
PHYSICAL INDICATIONS DISCOVERED DURING THE LAND SURVEY PROCESS, THE
CURRENT AND PAST RIGHT-OF-WAYS ARE
EDIN
THE AREAS OF THE MAP
LATHROP GROVE ROAD IS THE
AS INDICATED. THE CURRENT ROAD IDENTIFIED AS
ONLY ACCESS FOR THIS PROPERTY AND THE OTHER PROPERTIES IDENTIFIED ON
RMTIONTHEMAPOFCOTTAGEROAD. HISTORICAL INFO
SHOWSA
THAT IITSNCLUDING
RRENT LOCATION
PHOTOGRAPH OF THE PR OPER T Y FROM
HAS NOT CHANGED SINCE 1934, AND THERE WERE NO OTHER INDICATORS FOUND
DURING THE SURVEY PROCESS THAT WOULD HAVE INDICATED ANOTHER ACCESS
POINT TO THIS PROPERTY EVER EXISTED. THE CURRENT RIGHTS-OF-WAY AS WELL
AS ANY PHYSICAL INDICATORS OF POSSIBLE PAST RIGHTS -OF -WAYS ARE FOUND
IN THE AREAS OF THE PROPERTY IDENTIFIED
ROAD
HAROPOSED
NEW
STHE
NO PHYSICAL INDICATION OFLOTS1AND2CONNECTINGTOCOTTAGERTED
ANY RIGHTS-OF-WAY CURRENTLY OR HISTORICALLY, ISTO I ALLY,
CWHICH
THE SURVEYING
PROIS
ALSO
CESS. ES
BY
HISTORICAL DOCUMENTATION DIS
DE TAIL
NOT TO SCALE
q
m
S 77*,26.zz"E N
1ft. ole
h
110 S 78.03' 38" E
14.54
M co
a
N/T' N/F., HOWARD, MA URA H &
ST THOMAS MORESTEPHEN
VOL 302/PG 12 ENDOWMENT & DEV
FUND
VOL 504/PG 687
OZ. 95' s 79.15.38"E 158.28'
0 °087 06
S 84'06' 38"E' 288.83'
418
4181
CV
L3T
77A COTTAGE ROAD
TOTAL AREA INCLUDING 50'
PROPOSED LEGAL R. 0. W.
824, 241 + SQ. FT.
18.92+ACRES
N 85°' 1 q1Jr
4179
A,
4 80AL
14,
y,
4.1 o o
AL AL
bx AL
P
CbCb
00
0' rip
018-000
t
N/F
N/F
a
ST THOMAS MOORE
TRYON, GEORGE &
W
016 000
SCHOOL INCSANDRA
r-
VOL 301 /PG 23 VOL 1 /PG 1
N/F
OLLEEN M
PALMER, STEVEN H &
N/FDIANEJ
VOL
337E
94 DIAMOND, LINDA K &
t ` `',•' oos-coo
DANIEL JK & JAMES
f S
B JR
4
REMAINING OTHER LAND OF ST
VOL 341 /PG 707
0150A1013000
183.98'
S 7183 QZ' 14 54'
ABANDONED o
85.11 ' 08" 425 190. DO'
Out OW_ "
f
BLP S 84.18' 38 "E 153.16' N 01 ° 003 80'08"Ez3CONCLL
25'30' 'W/CO
Ol 6 Oo0
S
N g ER
015 ODA 1
z
001-OOA 03b -?W 052-000 054-000 .
1-140-00,
893,
2B'
N/F
N 01.34' 30" W
16.26'
11 •000 J30OOA - 011 00
75.00 4
w
030-001 1 _
a
Salem 012.000011-001 p+3
3, 750.0±SQ. FT. 1/1 '/'1
030 003 021-0W
0.1±ACRES N
030 40B 036 000
011-004
81.69'
LOR',08"E
4184
021Y.,W o 00 ,08
t0 co O
N 80°21 D6'INNp ,5,
0 09.38' 52"E
X550" p 418 75.00 0 I
N 87'0'
8LP c .. _ z
0"E 50.007,500.0±SQ.FT.
28.48'Sf8p•21
00.00
8°°21 Va%V
PERMIT & CONSTRUCTION NOTE,
1, THE ZEO MUST BE CONTACTED 24 HOUR5 PRIOR TO
START OF CON5TRUCTION.
2. ALL COMMENTS OF THE UNCA5 HEALTH DISTRICT WILL BE
ADDRE55ED PRIOR TO 155UANCE OF ANY ZONING PERM{TS:
3. AN E*5 Bond in the amount of $2,000 must be posted prior
to the 155uance of a Zoning Permit for each lot.
4. This approval 15 valid for five (5) years from the date of
approval. The applicant may request exten5ion5 for a period not
exceeding ten (10) years from date of approval.
163.97'
418:
NOTE: 15' EASEMENT TO BE
4192 419 GRANTED TO N/F DIAMOND
ET AL.
188.73'
N 86.38' 38" W f t 0.1 >' 108.91' 189.26' o• oN85°22'09" W N 86045' 08" W N 86°44' 07" W N 85°27'58" W 319.70'
NAP REFERENCE:
1 ."PLAN OF LAND OF ELIZABETH V. LAIVONEN, COTTAGE ROAD,
MONTVILLE,CONN.11, SCALE I " _ 100 ', DATED AUGUST 1976, REV15ED TO
NOVEMBER I G, I 950s BY CHANDLER, PALMER * KING, NORNICH,CT.
2."5UBDIV15ION PLAN PREPARED FOR HRAM R. SKINNER * MARGARET
5KINNER, COTTAGE ROAD, MONTVILLE,CONN.", SCALE 1 "=40, 5HEET I OF
1, DATE: NOVEMBER 23, 1993,REV15ED TO OCT.4, 1994, BY CPK,
NORWICh,CT.
3. SURVEY MAP PREPARED FOR E5TATE OF ELIZABETH V.LAIVONEN,
COTTAGE ROAD, MONTVILLE,CONN." SCALE: 1 "= 100', SHEET 1 OF ! ,DATED
AUGUST 1 5, 1997, REVISED TO MAY ! 7, 1999, BY CPK.
N/F
PEQ UO T LEDGE
CAMPGR 0 UND LLC
VOL 336/PG 737
NOTE:
ACCORDING TO CURRENT USE, DOCUMENTATION, AERIAL PHOTOGRAPHS, AND
PHYSICAL INDICATIONS DISCOVERED DURING THE LAND SURVEY PROCESS, THE
CURRENT AND PAST RIGHT-OF-WAYS ARE
EDIN
THE AREAS OF THE MAP
LATHROP GROVE ROAD IS THE
AS INDICATED. THE CURRENT ROAD IDENTIFIED AS
ONLY ACCESS FOR THIS PROPERTY AND THE OTHER PROPERTIES IDENTIFIED ON
RMTIONTHEMAPOFCOTTAGEROAD. HISTORICAL INFO
SHOWSA
THAT IITS NCLUDING
RRENT LOCATION
PHOTOGRAPH OF THE PR OPER T Y FROM
HAS NOT CHANGED SINCE 1934, AND THERE WERE NO OTHER INDICATORS FOUND
DURING THE SURVEY PROCESS THAT WOULD HAVE INDICATED ANOTHER ACCESS
POINT TO THIS PROPERTY EVER EXISTED. THE CURRENT RIGHTS-OF-WAY AS WELL
AS ANY PHYSICAL INDICATORS OF POSSIBLE PAST RIGHTS -OF -WAYS ARE FOUND
IN THE AREAS OF THE PROPERTY IDENTIFIED
ROAD
HAROPOSED
NEW
STHE
NO PHYSICAL INDICATION OFLOTS1AND2CONNECTINGTOCOTTAGERTED
ANY RIGHTS-OF-WAY CURRENTLY OR HISTORICALLY, ISTO I ALLY,
CWHICH
THE SURVEYING
PROIS
ALSO
CESS. ES
BY
HISTORICAL DOCUMENTATION DIS
DE TAIL
NOT TO SCALE
q
m
S 77*,26.zz"E N
1ft. ole
h
110 S 78.03' 38" E
14.54
M co
a
N/T' N/F., HOWARD, MA URA H &
ST THOMAS MORESTEPHEN
VOL 302/PG 12 ENDOWMENT & DEV
FUND
VOL 504/PG 687
OZ. 95' s 79.15.38"E 158.28'
0 °087 06
S 84'06' 38"E' 288.83'
418
4181
CV
L3T
77A COTTAGE ROAD
TOTAL AREA INCLUDING 50'
PROPOSED LEGAL R. 0. W.
824, 241 + SQ. FT.
18.92+ACRES
N 85°' 1 q1Jr
4179
A,
4 80AL
14,
y,
4.1 o o
AL AL
bx AL
P
CbCb
00
0' rip
N/F
HANRAHAN, SEAN T &
LAURA LEE
VOL 213/PG 651
LOCATION MAP SCALE: I"=1000'±
018-000
t
26' f 0' 57" E
a
i ..
015.007
N/F W
016 000
NIETO,
r-
DONALD J
OPO tClfl `` 025-OOQ
OLLEEN M AREA
02i300A ,• 024-000
1 nl s r7an _ 1 t ` `',•' oos-coo
f S
4
REMAINING OTHER LAND OF ST
78003*3B" t
0150A1013000 000
u._
S 7183 QZ' 14 54'
ABANDONED o
0154AP U01 00B 022000\` , f-' 009 000 Out OW_ "
f
IL
Ol 6 Oo0
s
11111,
991,9, "
46.60'
77 COTTAGE ROAD
015 ODA 1
z
001-OOA 03b -?W 052-000 054-000 .
Ls 13.18, " S
893,
2B'
N/F
063-000
030007
16.26'
11 •000 J30OOA - 011 00
011 001 030008
030-001 1 _
Salem 012.000011-001 p+3
4-1 030 003 021-0W
1
0i 0000 - _-. 030 40B 036 000
011-004
L131 -OW 022 -002 '
011.005 034-000
030 005 030-06
014-W0
nrrinP=' t°° t 013-004 022-001 011 000
W-001 I
030-000 o
TO WN OF SALEM TOWN °bFfMONTV.I LE
ooa
013007 016-000
1 - 026-000. ". Doe
N/F
HANRAHAN, SEAN T &
LAURA LEE
VOL 213/PG 651
LOCATION MAP SCALE: I"=1000'±
PROPOSED LEGAL
R. 0. W. TO BE PART OF
77A COTTAGE ROAD
AREA
28,921.5± SQ.FT.
0.7± ACRES
SO 52
0 'S83021'08"E
C31
26' f 0' 57" E
amm
154.28' S
428 8' 08"E S 84 ° 19' 08
S 8f •45.08"E
N/F W
12-0-24" 85.38'
NIETO,
DONALD J
50' i87.00'00"E 496.86' _
cn
OLLEEN M AREAJ451PG294h120,191.7± SQ.FT.
2.86 ACRES
WELL FILLED
IN 1.51 DEEP
4
REMAINING OTHER LAND OF ST
78003*3B" t THOMAS MORE ENDOWMENT & DEV
p
S 7183 QZ' 14 54'
ABANDONED o
FUND
79 COTTAGE' ROAD
a'•
ILs
11111,
991,9, "
46.60'
77 COTTAGE ROAD x 70.11' 23"E
Ls 13.18, " S
893,
2B'
N/F
PROPOSED LEGAL
R. 0. W. TO BE PART OF
77A COTTAGE ROAD
AREA
28,921.5± SQ.FT.
0.7± ACRES
SO 52 45 08"
C31
26' f 0' 57" E
S 8f •45.08"E 57.2 7,
50'
PROPOSED LEGAL
R. 0. W. TO BE PART OF
77A COTTAGE ROAD
AREA
28,921.5± SQ.FT.
0.7± ACRES
SO 52 45 08"
S 87°00'00"E 466.65'
26' f 0' 57" E
S 8f •45.08"E 57.2 7,
50'
50' i87.00'00"E 496.86' _ EXISTING 50' ACCESS
4178 EASEMENT (PRIVATE
OLD DUG
5. 5 45'15"E 4177 5 ' LATHROP GROVE ROAD)
WELL FILLED
IN 1.51 DEEP
4
0 00TOBe
p
ABANDONED o a'•
77 COTTAGE ROAD x 70.11' 23"E
N/F 16.26'
64 s...e.
N/F
RANKO WITZ, JOAN M
VOL 58 9/PG 789
INLAND WETLAND COMMISSION
SIGNATURE DATE
DIRECTOR OF PUBLIC WORKS
SIGNATURE DATE
APPROVED BY THE PLANNING & ZONING COMMISSION
I NATURE HAI N OR SECRETARY) DATE
APPROVED BY THE UNCAS HEALTH DISTRICT
SIGNATURE DATE
MAL ONE, MARK &
PAMELA
s e0•Ss,.z7"E , E
7a
CO
j
W 105 COTTAGE ROAD
AREA GL___,_ LOT A 6
120,377.9+ SQ.FT-
76+ ACRES o
s ` to
503.79' / •off o
82'09" 338.73 S 88036'34"W N.
l 4,09 COTTAGER`E'D - --
Ao • AREA
01.0 S F T .
19\
13,
03+ ACRES2 ! I JUL
27 08 A, - _ 1 AIL
N 8,2.04.57"
771.87' i
i
N/F
G URNEE, GEORGE S
SONYA G
OL 3491PG 793
l
OWNER OF PARCEL:
SAINT THOMAS MOR'
ENDOWMENT AND
DEVELOPMENT FUND IAC.
45 COTTAGE ROAD
OAKDALE CT 063701
MAP STANDARD NOTES
1. TH15 SURVEY (OR MAP) HA5 BEEN PREPARED PUR5UANT TO THE REGULATIONS If
CONNECTICUT STATE AGENCIES 5ECTION5 20-300b- I THRU 20-300b-20 AND THE+
5TANDARD5 FOR 5URVEY5 AND MAPS IN THE STATE OF CONNECTICUT' A5 ADOPTED
BY THE CONNECTICUT A550CIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 2, 1 HEREBY DECLARE THAT
1996; THE TYPE OF 5URVEY 15 A 5U5DIV151ON SURVEY. BOUNDARY DETERMINATI N I5 THE WETLAND5 SHOWN ON
BA5ED ON A RESURVEY OF PROPERTY AND CONFORMS TO THE 'A-2' CLA55 OF ± THIS MAP (PLAN) ARE
ACCURACY. 5UI35TANTIALLY CORRECT.
2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON, WERE PREPARED IN ACCORDANCE
WITH GLA55 D FROM TOWN G15 TOPO . OHN IANNI
3. THE INTENDED PURP05E OF TH15 MAP/5URVEY 15 TO DEMONSTRATE A 3 LOT SOIL SCIENTIST
5UI5DIVI510N.
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AREA TO BE DEEDED
TO THE TOWN
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SEQUENCE OF ACTIVITY — HOUSE LOT DEVELOPMENT
1. LIMITS OF D1513UR5ANCE: Upon approval of Individual site plan development, the
limit of development 5hall be e5tablmhed In the field for each proposed structure.
2. EROSION CONTROL: Area to be disturbed 5hall be bounded by Staked hay bales
or Silt fence downgradient. All erosion controls, including 511t fence and anti -tracking
pad shall be Installed and Inspected by the Land use ZEO and Wetland Agend prior to
stumps being pulled, grubbing, or excavation. The ZEO and Wetland Agent may modify
the erosion control reicluirement based on field conditions 5o a5 to adeiguately control
ero5lon and 5lltation from the 51te.
3. TREES CLEARED: Tree5 5hall be cleared and cut to length and stacked or removed
from the 51te. Then the pulling of stumps, grubbing and/or excavation shall begin.
4. STONE WALLS: All exi5tm6j stone wall5 that will be removed due to street, driveway,
house, septic system or other 51te con5tructlon Shall be rebuilt elsewhere on the
property, or the 5tone5 shall be used to enhance other ek5ting wal15 on property.
5. DRIVEWAYS: All driveway and driveway 5houlder5 Shall be 5trlpped, graded a5
shown on plan, and graveled. All driveway 5houlder5 shall be 5tablllzed Immediately
upon grading, either by diverting runooff, mulching, or seeding and haybale5, 511t fence
or other approved mea5ure5 the same day that cuts are made.
G. TOP50IL: All top5oll 5hall be 5trlpped and saved In an area a5 shown on the plan or
a5 approved by the Planner and Wetland Agent. Topsoil shall not be removed from the
Site except a5 In compliance with the Zoning Regulations.
7. CONSTRUCTION * DISTURBED AREA: Excavation and construction 5hall commence
following Inspection and approval of erosion control and construction of the driveway.
The disturbed area 5hall be 50 a5 to contain runoff within the lot to thegreatest extent
po551ble.
8. SITES IN WINTER: When a 51te will be open during the winter months, rough grading
and 4-G inch mulching Mu5t occur prior to construction In order to minimize erosion and
uncontrolled runoff.
9. DRAINS: Foundation and curtain drains 5hall be In5talled a5 shown on the approved
plan. Any changes to the location of the drain5 or the additions of any draln5 5hall be
approved by the Wetlands Agent prior to 1n5tallation.
10. COMPLETE 51TE WORK. Fini5h grading Shall occur a5 soon a5 p055ible on all lots
where there 15 potential for ero5lon and for degradation of wetlands and watercourses.
Lots Shall be finish graded, seeded with perennial grasses suitable for the respective
amount of sun or 5hade and mulched prior to Certificate of Zoning Compliance.
1 1. FINAL STABILIZATION: Er05ion controls 5hall be maintained on the lot a5 long a5
they are needed to control er051on and 5edimentation.
12. E*5 CONTROLS: All E*5 control5 5hall be inspected on a daily ba515 and
maintained a5 nece55ary until all d15turbed areas are permanently revegetegated or
otherwise 5tabillzed. The repon5ibility of 5uch in5pectlon 5hall be that of
Steven and Elisa Pierce.
SEDIMENT AND EROSION CONTROL NARMTIVE
1. DEVELOPMENT:
SITE CONSTRUCTION FOR RESIDENTIAL HOUSING
WITH RELATED DRIVEWAY IMPROVEMENTS.
2. SCHEDULE:
A. CONSTRUCTION TO COMMENCE
AND COMPLETION BY
B. SEQUENCE OF OPERATIONS:
LAYOUT OF DRAINAGE IMPROVEMENTS
INSTALLATION OF STAKED HAYBALES AND/OR SILT FENCE
DOWNSLOPE OF EXCAVATIONS AND OTHER DISTURBED AREAS
CLEARING AND GRUBBING OF REQUIRED AREA
EXCAVATION FOR STORM DRAIN PIPE, CATCH BASIN AND
INSTALLATION OF STAKED HAYBALES AT CATCH BASIN
STABILIZATION OF SWALES AND/OR SIDE SLOPES AND
SEEDING OF TEMPORARY DISTURBED AREAS AS NEEDED
DURING CONSTRUCTION.
TOPSOIL, LINING, FERTILIZING AND SEEDING OF ALL
DISTURBED AREAS FOR PERMANENT COVER.
S. DESIGN O`RITERIA/CONSTRUCTlON METHODS AND DETAILS:
STATE OF CONNECTICUT DOT FORM 817
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL
4. CONSTRUCTION DETAILS:
AS REQUIRED FROM "GUIDELINES" AND AS SHOWN ON
SUBDIVISION PLAN.
5. INSTALLATION PROCEDURES — SEE ITEMS A3.4 ABOVE.
6. OPERATION MAINTENANCE PROGRAM:
A. PRIOR TO REMOVAL OF ANY HAYBALES OR SILT FENCE,
REGRADE ANY TROUBLE AREAS AND RESEED AS REQUIRED.
B. AT THE BEGINNING OF THE SECOND GROWING SEASON, RESEED
THIN AREAS,
C. REMOVE SILT AT HAYBALES OR SILT FENCE OUTLETS AFTER ALL
RAINFALLS.
NOTE: BUILDER RESPONSIBLE FOR CONSTRUCTION OF BLDG. AND OTHER
IMPROVEMENTS AND IS RESPONSIBLE FOR ALL EROSION CONTROL
MEASURES SHOWN HEREON AND AS OTHERWISE REQUIRED BY TOWN OF MONVILLE.
MAP REFERENCE:
1 ."PLAN OF LAND OF ELIZABETH V. LAIVONEN, COTTAGE ROAD,
MONTVILLE,CONN.", SCALE I " = 100`, DATED AUGUST 197G, BY
CHANDLER, PALMER * KING, NORWICH,CT.
2."5UBDIVI5ION PLAN PREPARED FOR HIRAM R. SKINNER * MARGARET
SKINNER, COTTAGE ROAD, MONTVILLE,CONN.", SCALE 1 "=40, SHEET I
OF 1, DATE: NOVEMBER 23,1993,REVI5ED TO OCT.4, 1994, BY CPK,
NORWICH,CT.
3. "SURVEY MAP PREPARED FOR ESTATE OF ELIZABETH V.LAIVONEN,
COTTAGE ROAD, MONTVILLE,CONN." SCALE: I "= 100', SHEET I OF 1,
DATED AUGUST 15,1997, REVISED TO MAY 17,1999, BY CPK.
MAP STANDARD NOTES
1. THI5 SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TO THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS
20-300b- I THRU 20-300b-20 AND THE "STANDARDS FOR 5URVEY5
AND MAPS IN THE STATE OF CONNECTICUT" A5 ADOPTED BY THE
CONNECTICUT A550CIATION OF LAND SURVEYORS, INC. ON
SEPTEMBER 2G, 199G; THE TYPE OF SURVEY 15 A SUBDIVISION
SURVEY. BOUNDARY DETERMINATION 15 BASED ON A RESURVEY OF
PROPERTY AND CONFORMS TO THE 'A-2' CLA55 OF ACCURACY.
2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON, WERE PREPARED IN
ACCORDANCE WITH CLA55 T- 2 .
3. THE INTENDED PURPOSE OF THIS MAP/SURVEY IS TO
DEMONSTRATE A 3 LOT SUBDIVISION.
SEED J(MWRVS
A. THE "PERMANENT" TYPE GRASS SEED MIXTURE SHALL
CONFORM TO THE FOLLOWING:
SEEDING M87HODS
THE RATE OF APPLICATION SHALL BE NO LESS THAN
100 POUNDS OF THE SEED MIXTURE PER ACRE, WHERE
PERENNIAL RYE GRASS (LOLIUM PERENNE) ALONE IS
CALLED FOR THE RATE OF APPLICATION SHALL BE NO
LESS THAN 220 POUNDS/ACRE.
SEED APPLICATION
APPLY SHADE SEED TOLERANT GRASS MIX BY
HAND, CYCLONE SEEDER OR HYDROSEEDER.
SEEDING SHALL BE DONE BETWEEN APRIL 1 ST
AND JUNE 1ST OR BETWEEN AUGUST 1ST AND
OCTOBER 1 ST. IF SEEDING CANNOT BE DONE
DURING THESE TIMES, REPEAT MULCH
PROCEDURE WITH AN APPLICATION RATE OF
30-40 LBS/ACRE.
TEST HOZZ DATA OBSERVED BY uNcAS
H=VH DISTRICT, MICHAEL J.R'IRBY,R. S.,
MARC REYNOL,DS,P.E. AUGUST 81, 2018
Lor it
TE5T HOLE #
0-1 2" TOP501L
12-27" LOAMY 5UD901L
27-51 " FINE GRAY t ILTY 5AND
5 1-84" MEDIUM 5AND, SOME GRAVEL
MOTTLING. 19"
GW:G5"
LEDGE:NONE
ROOT5:34"
RE5TRCTIVE:15"
TEST HOLE #3
0- 1411 TOP501L
14-30" LOAMY 5UB501L
30-88" FINE GREY SILTY 5AND,POCKET5
OF COARSE SAND
MOTTLI NG: 23"
GW: G7"
LEDGE:NONE
ROOT5:4 I "
RE5TKICTIVE: 23"
MULCHING
IMMEDIATELY FOLLOWING SEEDING, MULCH
THE SEEDED SURFACE WITH STRAW OR HAY AT
A RATE OF 1.5-2 TONS/ACRE. MULCH
SHALL BE SPREAD BY HAND OR WITH A MULCH
BLOWER. PUNCH MULCH INTO 501L
APPROXIMATELY 2-3 INCHES.
DURING NON -PLANTING 5EA5ON5, DISTURBED
AREAS SHALL BE COVERED WITH TEMPORARY
MULCH.
TE5T HOLE #2
0-12" TOP501L
12-30" LOAMY 5U5501L
30-94" FINE GRAY 51LTY SAND
MOTTLING: 18"
GW:G5"
LEDGE:NONE
ROOT5: 2 7"
RE5TRICTIVE: 18"
8-28" LOAMY 5UB501L
28-82" FINE GREY 5ILTY 5AND
MOTTLING:22"
GW:75"
I FDGE:NONE
ROOT5:34"
RE5TRICTI VE: 22"
MULCH ANCHOPMG
SOIL EROSION & SEDIMENT CONTROLS SHALL CONTAIN
PROPER PROVISIONS TO ADEQUATELY CONTROL STORM
WATER RUNOFF PER THE 2002
CT GUIDELINES FOR SOIL EROSION & SEDIMENT
CONTROL, AS AMENDED, PER SR SEC. 4.5
EROSION CONTROL LINING SHALL BE INSTALLED WHEREVER DISTURBED
SLOPES ARE STEEPER THAN 3 HORIZONTAL TO I VERTICAL..
THE NETTING SHALL BE INSTALLED IMMEDIATELY AFTER THE
MAY IS PLACED. IT SHALL LAY SMOOTHLY, BUT L005ELY OVER THE HAY.
STAPLES SHALL BE PLACED NO MORE THAN EIGHT INCHES APART
AT ALL EDGES AND OVERLAPS. EACH WIDTH OF NETTING SHALL BE
ALTERNATELY STAPLED ALONG ITS CENTERLINE AT THREE-FOOT
INTERVALS. WHERE TWO LENGTHS OF NETTING ARE JOINED, THE END
OF THE UP -GRADE STRIP SHALL OVERLAP THE DOWN -GRADE STRIP.
THE CONTRACTOR SHALL MAINTAIN AND PROTECT THE AREAS WITH
EROSION CONTROL LINING UNTIL SUCH TIME AS THE TURF GRA55 IS
ESTABLISHED. THE CONTRACTOR SHALL REPLACE OR REPAIR AT HIS
OWN EXPENSE ANY AND ALL ER0510N CONTROL LINING AREAS DAMAGED
BY FIRE, WATER OR OTHER CAUSES INCLUDING THE OPERATION OF
CONSTRUCTION EQUIPMENT. NO MOWING WILL BE REQUIRED IN THE
LOCATION WHERE EROSION CONTROL LINING 15 INSTALLED.
Lor ! P1'RCOI.ATION TEST f DATA (AUGUST 8 t . 2014)..
BY:ROB HELLSTROM LAND 5URVEYING
PERC # 1 HOLE DEPTH: 24" (PRIMARY)
PRESOAK: 10:02 a.m.
1 1:35 NOT -DRY, RE -FILL
TIME READING CHANGE
1 1 :35 3 1/211 -
1 1 :40 7 1/411 3 3/4"
11:50 11 1/411 4"
12:00 13 112" 2 114"
12:10 15 1/2" 2"
12:20 17 1/4" 1 314"
12:30 18 1/4" 1"
PERC RATE 10 MINJIN.
L02!_ IPRRCOLATION TMr 2 DATA (AUGUST 31, 201 B1:
BY:R05 HELL5TROM LAND SURVEYING
PERC #2 HOLE DEPTH: 24" (R.E5ERVE)
PRESOAK: 10:05 a.m.
10:49 -DRY, RE -FILL
TIME READING CHANGE
10:51 5" -
10:5G 1 1 1/2" G 11211
1 1 :01 1 G" 5 11211
I I :OG 19 1/211 3 112"
I I:IG 21 112" 2"
I 1:2G 23 112" DRY 2"
PERC RATE 10 MIN./IN.
FINAL STABILIZATION SEED BBD PRIJPARATIOIV
FINE GRADE AND RAKE SOIL TO REMOVE ANY
STONE LARGER THAN 2". INSTALL ANY NEEDED
ERO51ON AND SEDIMENT CONTROL DEVICE SUCH
AS HAY BALES OR SILT FENCE. APPLY
LIMESTONE AT THE RATE OF 2 TON5/ACS OR
9OL13/ 1000 S.F. FERTILIZE WITHOUT 10-10-10
AT A RATE OF I I L55/1000 5-F. WORK LIME
AND FERTILIZER INTO 501L TO A DEPTH OF 411
TESIT HOLE #5
0-10" TOP501L
10-1 G" SUBSOIL
I G-28" GRAY COMP SAND *51LT
28-40" RED/6ROWN COARSE 5AND
40-90 TAN FINE SAND
MOTTU NG: 23"
GW:BG"
LEDGE:NONE
ROOT5 : 2 5"
RE5TRCTIVE: 23"
TEST HOLE #7
0-12" TOP501L
12-31" LOAMY SUBSOIL
31-108" MED/COARSE TAN/BROWN SAND
MOTTLING:3 I "
GW: 100"
LEDGE:NONE
ROOT5:42"
RE5TRICTIVE:3 I "
TEST HOLE #G
0-7" TOP501L
7-2 1 " 5U5501L
21-146" GREY COMP 5AND 4 51LT,
ROCK5 * 5TONE5
MOTTLING:2 I"
GWAG"
LEDGE:NONE
ROOT5:34"
RESTRICTIVE: 2 I "
TEST HOLE #8
0-8" TOP501L
8-21 " RED LOAMY SUBSOIL
21-98" GRAY COMP SAND # 5ILT
MOTTLING: 21 "
GW: 78"
LEDGE:NONE
ROOT5: 23"
RE5TRICTIVE:2 I "
3" MINIMUM BIT. CONC. OF
MATCH EXISTING PAVEMEN
THICKNESS
12" LEACHING GALLERY BY LG. WHEATON OR EQUAL
TOTAL WIDTH OF TRENCH = 6' MINIMUM
FINISHED, OADE
6" COVER OVER TRENCH
EXISTING GROUND FABRIC FILTER
12"
o
T 1" APPROVED
6 STONE
AGGREGATE
2" 4'
12WIRE
FENCING1
FILTER FABRIC
TYPICAL GALLERY SECTION (N. T. S.)
PAVED AREAS UNPAVED AREAS
COMPACTED ROAD BASE.
SEE TYPICAL ROAD
SECTION.
FILL MATERIAL COMPACTED
AS REQUIRED IN OTHER,
SIMILAR FILL AREAS
3"
O.D. OF
CONDUIT
3"
4" TYPE EB PVC CONDUIT
ANSI—NEMA TCS -1983
IN. WALL THICKNESS
0.082")
LOT 2 PERCOLATION ,QST f DATA (AUDUST at, 201121.
BY:ROB HELLSTROM LAND SURVEYING
PROPORTION MINIMUM MINIMUM
SPECIES BY WEIGHT PURITY GERMINATION
CHANGE
POUNDS) PERCENT) PERCENT)
KENTUCKY BLUEGRASS 25 85 75FOAPRATNESIS)
11:50 23" 2"
12:00 243/811
CREEPING RED, FESCUE 35 98 85FECITUCARUBRA)
14 1/4 2 11411
3:33
R-31 TALL FESCUS 80 98 85
FECITUCA ARUNDINAGGA
3:43 18 77
VAR. KENTUVKY 31)
187/8 8
PERENNIAL RYEGRASS 5 98 90
LOLIUM PERENNE)
ALSIRE CLOVER 5 gg 85
TERIFOLIUM HYBRIDUM)
B. THE "TEMPORARY" GRASS SEED SHALL BE PERENNIAL RYEGRASS
LOLIUM PERENNE) OR AN IMPROVED VARIETY THEREOF, SUCH AS
MANHATTAN, HAVING A MINIMUM PURITY OF 98X AND A MINIMUM
GERMINATION OF 90X.
SEEDING M87HODS
THE RATE OF APPLICATION SHALL BE NO LESS THAN
100 POUNDS OF THE SEED MIXTURE PER ACRE, WHERE
PERENNIAL RYE GRASS (LOLIUM PERENNE) ALONE IS
CALLED FOR THE RATE OF APPLICATION SHALL BE NO
LESS THAN 220 POUNDS/ACRE.
SEED APPLICATION
APPLY SHADE SEED TOLERANT GRASS MIX BY
HAND, CYCLONE SEEDER OR HYDROSEEDER.
SEEDING SHALL BE DONE BETWEEN APRIL 1 ST
AND JUNE 1ST OR BETWEEN AUGUST 1ST AND
OCTOBER 1 ST. IF SEEDING CANNOT BE DONE
DURING THESE TIMES, REPEAT MULCH
PROCEDURE WITH AN APPLICATION RATE OF
30-40 LBS/ACRE.
TEST HOZZ DATA OBSERVED BY uNcAS
H=VH DISTRICT, MICHAEL J.R'IRBY,R. S.,
MARC REYNOL,DS,P.E. AUGUST 81, 2018
Lor it
TE5T HOLE #
0-1 2" TOP501L
12-27" LOAMY 5UD901L
27-51 " FINE GRAY t ILTY 5AND
5 1-84" MEDIUM 5AND, SOME GRAVEL
MOTTLING. 19"
GW:G5"
LEDGE:NONE
ROOT5:34"
RE5TRCTIVE:15"
TEST HOLE #3
0- 1411 TOP501L
14-30" LOAMY 5UB501L
30-88" FINE GREY SILTY 5AND,POCKET5
OF COARSE SAND
MOTTLI NG: 23"
GW: G7"
LEDGE:NONE
ROOT5:4 I "
RE5TKICTIVE: 23"
MULCHING
IMMEDIATELY FOLLOWING SEEDING, MULCH
THE SEEDED SURFACE WITH STRAW OR HAY AT
A RATE OF 1.5-2 TONS/ACRE. MULCH
SHALL BE SPREAD BY HAND OR WITH A MULCH
BLOWER. PUNCH MULCH INTO 501L
APPROXIMATELY 2-3 INCHES.
DURING NON -PLANTING 5EA5ON5, DISTURBED
AREAS SHALL BE COVERED WITH TEMPORARY
MULCH.
TE5T HOLE #2
0-12" TOP501L
12-30" LOAMY 5U5501L
30-94" FINE GRAY 51LTY SAND
MOTTLING: 18"
GW:G5"
LEDGE:NONE
ROOT5: 2 7"
RE5TRICTIVE: 18"
8-28" LOAMY 5UB501L
28-82" FINE GREY 5ILTY 5AND
MOTTLING:22"
GW:75"
I FDGE:NONE
ROOT5:34"
RE5TRICTI VE: 22"
MULCH ANCHOPMG
SOIL EROSION & SEDIMENT CONTROLS SHALL CONTAIN
PROPER PROVISIONS TO ADEQUATELY CONTROL STORM
WATER RUNOFF PER THE 2002
CT GUIDELINES FOR SOIL EROSION & SEDIMENT
CONTROL, AS AMENDED, PER SR SEC. 4.5
EROSION CONTROL LINING SHALL BE INSTALLED WHEREVER DISTURBED
SLOPES ARE STEEPER THAN 3 HORIZONTAL TO I VERTICAL..
THE NETTING SHALL BE INSTALLED IMMEDIATELY AFTER THE
MAY IS PLACED. IT SHALL LAY SMOOTHLY, BUT L005ELY OVER THE HAY.
STAPLES SHALL BE PLACED NO MORE THAN EIGHT INCHES APART
AT ALL EDGES AND OVERLAPS. EACH WIDTH OF NETTING SHALL BE
ALTERNATELY STAPLED ALONG ITS CENTERLINE AT THREE-FOOT
INTERVALS. WHERE TWO LENGTHS OF NETTING ARE JOINED, THE END
OF THE UP -GRADE STRIP SHALL OVERLAP THE DOWN -GRADE STRIP.
THE CONTRACTOR SHALL MAINTAIN AND PROTECT THE AREAS WITH
EROSION CONTROL LINING UNTIL SUCH TIME AS THE TURF GRA55 IS
ESTABLISHED. THE CONTRACTOR SHALL REPLACE OR REPAIR AT HIS
OWN EXPENSE ANY AND ALL ER0510N CONTROL LINING AREAS DAMAGED
BY FIRE, WATER OR OTHER CAUSES INCLUDING THE OPERATION OF
CONSTRUCTION EQUIPMENT. NO MOWING WILL BE REQUIRED IN THE
LOCATION WHERE EROSION CONTROL LINING 15 INSTALLED.
Lor ! P1'RCOI.ATION TEST f DATA (AUGUST 8 t . 2014)..
BY:ROB HELLSTROM LAND 5URVEYING
PERC # 1 HOLE DEPTH: 24" (PRIMARY)
PRESOAK: 10:02 a.m.
1 1:35 NOT -DRY, RE -FILL
TIME READING CHANGE
1 1 :35 3 1/211 -
1 1 :40 7 1/411 3 3/4"
11:50 11 1/411 4"
12:00 13 112" 2 114"
12:10 15 1/2" 2"
12:20 17 1/4" 1 314"
12:30 18 1/4" 1"
PERC RATE 10 MINJIN.
L02!_ IPRRCOLATION TMr 2 DATA (AUGUST 31, 201 B1:
BY:R05 HELL5TROM LAND SURVEYING
PERC #2 HOLE DEPTH: 24" (R.E5ERVE)
PRESOAK: 10:05 a.m.
10:49 -DRY, RE -FILL
TIME READING CHANGE
10:51 5" -
10:5G 1 1 1/2" G 11211
1 1 :01 1 G" 5 11211
I I :OG 19 1/211 3 112"
I I:IG 21 112" 2"
I 1:2G 23 112" DRY 2"
PERC RATE 10 MIN./IN.
FINAL STABILIZATION SEED BBD PRIJPARATIOIV
FINE GRADE AND RAKE SOIL TO REMOVE ANY
STONE LARGER THAN 2". INSTALL ANY NEEDED
ERO51ON AND SEDIMENT CONTROL DEVICE SUCH
AS HAY BALES OR SILT FENCE. APPLY
LIMESTONE AT THE RATE OF 2 TON5/ACS OR
9OL13/ 1000 S.F. FERTILIZE WITHOUT 10-10-10
AT A RATE OF I I L55/1000 5-F. WORK LIME
AND FERTILIZER INTO 501L TO A DEPTH OF 411
TESIT HOLE #5
0-10" TOP501L
10-1 G" SUBSOIL
I G-28" GRAY COMP SAND *51LT
28-40" RED/6ROWN COARSE 5AND
40-90 TAN FINE SAND
MOTTU NG: 23"
GW:BG"
LEDGE:NONE
ROOT5 : 2 5"
RE5TRCTIVE: 23"
TEST HOLE #7
0-12" TOP501L
12-31" LOAMY SUBSOIL
31-108" MED/COARSE TAN/BROWN SAND
MOTTLING:3 I "
GW: 100"
LEDGE:NONE
ROOT5:42"
RE5TRICTIVE:3 I "
TEST HOLE #G
0-7" TOP501L
7-2 1 " 5U5501L
21-146" GREY COMP 5AND 4 51LT,
ROCK5 * 5TONE5
MOTTLING:2 I"
GWAG"
LEDGE:NONE
ROOT5:34"
RESTRICTIVE: 2 I "
TEST HOLE #8
0-8" TOP501L
8-21 " RED LOAMY SUBSOIL
21-98" GRAY COMP SAND # 5ILT
MOTTLING: 21 "
GW: 78"
LEDGE:NONE
ROOT5: 23"
RE5TRICTIVE:2 I "
3" MINIMUM BIT. CONC. OF
MATCH EXISTING PAVEMEN
THICKNESS
12" LEACHING GALLERY BY LG. WHEATON OR EQUAL
TOTAL WIDTH OF TRENCH = 6' MINIMUM
FINISHED, OADE
6" COVER OVER TRENCH
EXISTING GROUND FABRIC FILTER
12"
o
T 1" APPROVED
6 STONE
AGGREGATE
2" 4'
12WIRE
FENCING1
FILTER FABRIC
TYPICAL GALLERY SECTION (N. T. S.)
PAVED AREAS UNPAVED AREAS
COMPACTED ROAD BASE.
SEE TYPICAL ROAD
SECTION.
FILL MATERIAL COMPACTED
AS REQUIRED IN OTHER,
SIMILAR FILL AREAS
3"
O.D. OF
CONDUIT
3"
4" TYPE EB PVC CONDUIT
ANSI—NEMA TCS -1983
IN. WALL THICKNESS
0.082")
LOT 2 PERCOLATION ,QST f DATA (AUDUST at, 201121.
BY:ROB HELLSTROM LAND SURVEYING
PERC #2 HOLE DEPTH: 24" PRIMARY
I O" TOP501L
DRY @
PRE50AK: 10:52 a.m,
TIME
1 1 .28 -DRY, R1= -FILL
CHANGE
TIME READING CHANGE
1 1 :35 8"-
3:08
1 1 .40 1 G" 8"
1 1 :45 18 1/211 2 1/2"
11:50 23" 2"
12:00 243/811 1 3/8"
PERC RATE 7.3 MINJIN.
LOT PERCOLATION MU 2 ZUrA (_tUGr 3-
BY:ROB HELL5TROM LAND SURVEYING
PERC #2 HOLE DEPTH: 24" (RE5ERVE)
12" TOP501L
PRE50AK: 10:40 AM
1 1:33 -DRY, RE -FILL 1 1:35
TIME READING CHANGE
1 1 :40 103/411 -
1 1 :45 14 112" 3 3/4"
11:50 17 1/4" 2 3/4"
11:55 18 3/4" 1 112"
12:00 20 1/4" 1 112"
12:05 21 1/411 I
PERC RATE 5 MIN./IN,
PROPOSED GRADE
PAVED OR LAWN)
r;' :'+""" SEPARATION REQUIREMENTS:
1
MIN, 12" FROM ANY MANMADE
FEATURES
s — MIN. 18" EVERY DIRECTION
3 FROM WATER OR GAS LINES
BEDDING MATERIAL
ELECTRIC CABLE/TELEPHONE CABLE
UNDERCRCOUND ELECTRIC
OR TELEPHC>NE LINE TRENCH
NOT TO SCALE
LOT R
TEST HOLE #9
0-9" TOP501L
9-24" 5UB501L
24-5 1 " GRAY COMP SAND *51LT STONES
51-91 " BROWN MED/COAR5E 5AND,ROCK5
4"CORRUGATED PIPE@30" ON WEST 51DE
OF HOLE
MOTTLING:5 I "
GW:NONE
LEDGE:NONE
ROOTS:36"
RE5TRCTIVE:5 I "
TEST HOLE # I I
0-1 I " TOP501L
I I "-34" 5UB501L
34-9G" BROWN MED/COAR5E SAND,
50ME FINE5,ROCK5
MOTTUNG:52"
GW:90"
LEDGE:NONE
ROOT5:42"
RE5TRICTIVE:52"
TE5T HOLE # 10
0-24" FILL-ROCK5 # 5AND
24-29" TOP501L
29-48" LOAMY 5UI5501L
48"-109" BROWN 5AND *GRAVEL
MOTTLING:48"
GW:98"
LEDGE:NONE
ROOT5:48"
RE5TRICTIVE:48"
TEST HOLE # 12
0-10" TOP501L
10-45" SUBSOIL
45-97" BROWN SANO *GRAVEL,
ROCK5
MOTTLING:50"
GW:90"
LEDGE:NONE
ROOT5:45"
RE5TRICTIVE:50"
ON TEST DATA
ROB HELL5TROM LAND SURVEYING
f
HOLE DEPTH: 24"
1-10" BITLYiNOUS CONCRETE
Note: 4" TOP501L
SUR ACE COURSE
DRY @ 3:08, RE -FILLED TO TOP
TIME READING CHANGE
2:33 PRE50AK
STABILIZED COURSE SURFACEFr
3:08 REFILL
3:13 5 1/2"
3:18 9" 31/2"
3:23 1211 3"
3:28 14 1/4 2 11411
3:33 1 G 1/4 2"
3:38 17 1 /8" 7/8"
3:43 18 773:48 187/8 8
PERC RATE: 5.7 min./Inch
d
O
0
tu
Q
Z
COMPACTED BACKFILL !
FLOW
SET PO5T5 / EXCAVATE
G" X G" TRENCH / 5ET P05T
DOWN5LOPE/5TAPLE WIRE ME5H
FENCING TO P05T5 / ATTACH FILTER
FASRIC TO FENCING / EXTEND INTO TRENCH
BACKFILL TRENCH / COMPACT EXCAVATED
100°
TRENCH CUT /
Z!5tFff"r
G" TO 8" DEEP
G" TO 8"WIDEX 491 X 5'5TAKE5 DRIVEN
O GRADE 12" MIN.,
FOLD FABRIC UP SLOPE 8' TO 10' APART, AND
CANTED 10" INTO 5LOPE
SILT FENCE DETAIL
NOT TO 5CALE)
NOTE.
T -1F CC4TR4CTCR SHAI I MAIN -AIN A M NIMUM
15' W'JE TRAVEL 14''AY AT C?04r CROSSIN('S
AT AL— TIMES CJRtNG CONSTRL--TION.
TRENCH 'MUM
uLA STANDARD DETAIL DRAWING REGU1ATIM FM
PERMANENT PAVEMENT ENT PUBLIC IM r NTS
1W%1R DATE: FEBRUARY 2025
REVISIONS SCAT f: NOW FIGURE 20
AMM V ZIAIJ I'll IZ 1 i 411
PNAa, TION TEST DATA (WQ120 18 : " fig: { 3/8" PER FT. 6:
ROB HELL5TROM LAND SURVEYING MATCH EXISTING —- 2 MATCH EXISTING
GRADE 1 GRADE
PERC. TEST ,{#2( OT 3
HOLE DEPTH: 24"
Note: 3" TOP501L \-12" PROCESSED GRAVEL BASEDRY@3,08, RE -FILLED TO TOP
PRE50AK @ 2:33PM " X—SLCTIOi
TIME READING CHANGE "GRAVEL"
3:08 REFILL NOT TO SCALE3:13 9" -
3: 18 12 1/211 3 112"
3:23 1 G" 3 1/2" DRIVEWAY SHALL BE OF A DURABLE AND DUSTLESS
3.28 17 1/211 1 1 /2" SURFACE AND SHALL BE NO LESS THAN 16 FEET IN
3:33 19" 1 112" WIDTH FOR PORTION THAT IS COMMON & NO LESS THAN
3:38 20 )/211 1 11211 12 FEET IN WIDTH FOR INDIVIDUAL HOUSE LOT
3:43 DRY DRIVEWAYS.
PERC RATE: 3.33 min./inch
ALL RIGHTS RESERVED
ANY REPRODUCTION, P055ESSION OR U5E OF THI5 DRAWING
OR ANY PART THEREOF WITHOUT THE WRITTEN PERMI5510N OF
THE 5URVEYOR INDICATED BELOW 15 PROHIBITED. VIOLATOR5
WILL BE PR05ECUTF—D TO THE FULL EXTENT OF THE LAW.
1-10" BITLYiNOUS CONCRETESURACECOURSE
NEAT CUT EXISTING 2-1/2" RITUMIN0;15 %Otv RE-T
FAVEMENT AND PAINT BASE COURSE
EXISIINGWTHLIQUIDBITUMEN6" ACCRF( ATF PAVFMFNTPRIOR70PAVING
AND SEAL JOINT STABILIZED COURSE SURFACEFrFOLLOWINGPAVING10" SURRASF
TRENCH 'MUM
uLA STANDARD DETAIL DRAWING REGU1ATIM FM
PERMANENT PAVEMENTENT PUBLIC IM r NTS
1W%1R DATE: FEBRUARY 2025
REVISIONS SCAT f: NOW FIGURE 20
AMM V ZIAIJ I'll IZ 1 i 411
PNAa, TION TEST DATA (WQ120 18 : " fig: { 3/8" PER FT. 6:
ROB HELL5TROM LAND SURVEYING MATCH EXISTING —- 2 MATCH EXISTING
GRADE 1 GRADE
PERC. TEST ,{#2( OT 3
HOLE DEPTH: 24"
Note: 3" TOP501L \-12" PROCESSED GRAVEL BASEDRY@3,08, RE -FILLED TO TOP
PRE50AK @ 2:33PM " X—SLCTIOi
TIME READING CHANGE "GRAVEL"
3:08 REFILL NOT TO SCALE3:13 9" -
3: 18 12 1/211 3 112"
3:23 1 G" 3 1/2" DRIVEWAY SHALL BE OF A DURABLE AND DUSTLESS
3.28 17 1/211 1 1 /2" SURFACE AND SHALL BE NO LESS THAN 16 FEET IN
3:33 19" 1 112" WIDTH FOR PORTION THAT IS COMMON & NO LESS THAN
3:38 20 )/211 1 11211 12 FEET IN WIDTH FOR INDIVIDUAL HOUSE LOT
3:43 DRY DRIVEWAYS.
PERC RATE: 3.33 min./inch
ALL RIGHTS RESERVED
ANY REPRODUCTION, P055ESSION OR U5E OF THI5 DRAWING
OR ANY PART THEREOF WITHOUT THE WRITTEN PERMI5510N OF
THE 5URVEYOR INDICATED BELOW 15 PROHIBITED. VIOLATOR5
WILL BE PR05ECUTF—D TO THE FULL EXTENT OF THE LAW.
j f
N p
PROVIDED LOT SI
U
60' 1000' LEGEND
34.6'
REAR SETBACK
PROPERTY LINE
93.5'
MIN. AREA
BUILDING LINE
824,241 f SQ.FT.
MIN. FRONTAGE
STONE WALL
50'
x— X X X X WIRE FENCE
0
AWN1 . +• SILT FENCE OR HAY BALES
400 ------------ EXISTING CONTOUR
U
LIMIT CLEARING OR DISTURBANCE.
O0zCi
EXISTING EDGE WOODS OR CLEARING
z
PROPOSED UNDERGROUND UTILITIES
to0
PROPOSED GRADING
O
F—
ANGLE POINT
n =a
Q IRON PIN OR PIPE FOUND
m z
o a
0 MONUMENT FOUND
O° DRILL HOLE FOUND
O
i IRON PIN SET 5/8" REBAR
0
DRILL HOLE SET
A SURVEYOR CONTROL POINT
391X 45 EXISTING SPOT ELEVATION
494x5 PROPOSED SPOT ELEVATION
00
EXIS TING GRAVEL DRIVE TO BE
00 7 11
MAP STANDARD NOTES
1. TH15 SURVEY (OR MAP) HAS BEEN PREPARED PUR5UANT
TO THE REGULATION5 OF CONNECTICUT STATE AGENCIE5
5ECTION5 20-300b- I THRU 20-3001:7-20 AND THE
5TANDARD5 FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" A5 ADOPTED 5Y THE CONNECTICUT
A550CIATION OF LAND 5URVEYOR5, INC. ON 5EPTEM5ER
2G, 19%; THE TYPE OF 5URVEY 15 A BOUNDARY 5URVEY.
BOUNDARY DETERMINATION 15 5A5ED ON A RESURVEY OF
PROPERTY AND CONF0RM5 TO THE 'A-2' CLA55 Of
ACCURACY.
2. TOPOGRAPHIC FEATURE5, IF SHOWN HEREON, WERE
PREPARED IN ACCORDANCE WITH CLA55 T-2.
3. THE INTENDED PURP05E OF TH15 MAP/5URVEY 15 TO
5HOW PROP05ED LOT 3
x
ZONE CHART
R120* RESIDENTIAL —REAR LOT
S 84050'08.4p
157.22
109,,26'
S '95011"080, E
183.98'
1z \
t-3 CT
G, C.0oON
77A COTTAGE ROAD
TOTAL AREA INCLUDING
50' PROPOSED LEGAL
R. 0. W.
524, 241- SQ. FT.
18.92 ±A CRES
BLOCKED OFF, FRONT OF HOUSE TO
BE GRADED & APPROPRIATE
MEASURES TAKEN TO CREATE LAWN
398.
EX15T. GRAVEL DRIVE
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PROVIDE 1 ROWS 12" GALLERY - 104 L.F. EA.
G 13.6 5.F. PROVIDED
M L55
RE5T .ICTIVE LAYER MOTTLING: 48"
SLOPE : 5.9%
PERC. RATE 3.33 MINJIN.
HF FF PF
24 x 1.75 x 1.0 = 42 L.F.
SEPTIC 1VOTgS LOT s
1. PRIOR TO THE DESIGN OF THE
SYSTEMA TEST HOLE MUST BE
DUG 25' D 0 WNGRADE OF THE
PRIMARY AREA AND AT THE NE END
OF THE PRIMARY AREA
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PROVIDED LOT S
FRONT SETBACK 60' 1000'
SIDE SETBACK 25' 34.6'
REAR SETBACK 60' 93.5'
MIN. AREA 120,000 SQ.FT. 824,241 f SQ.FT.
MIN. FRONTAGE 25' 50'
S 84050'08.4p
157.22
109,,26'
S '95011"080, E
183.98'
1z \
t-3 CT
G, C.0oON
77A COTTAGE ROAD
TOTAL AREA INCLUDING
50' PROPOSED LEGAL
R. 0. W.
524, 241- SQ. FT.
18.92 ±A CRES
BLOCKED OFF, FRONT OF HOUSE TO
BE GRADED & APPROPRIATE
MEASURES TAKEN TO CREATE LAWN
398.
EX15T. GRAVEL DRIVE
TP
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PRIMARY
NO. SEDRO0M5 : 4
5Y5TEM AREA REQU I RED : 5 77.5 5. F.
PROVIDE 1 ROWS 12" GALLERY - 104 L.F. EA.
G 13.6 5.F. PROVIDED
M L55
RE5T .ICTIVE LAYER MOTTLING: 48"
SLOPE : 5.9%
PERC. RATE 3.33 MINJIN.
HF FF PF
24 x 1.75 x 1.0 = 42 L.F.
SEPTIC 1VOTgS LOT s
1. PRIOR TO THE DESIGN OF THE
SYSTEMA TEST HOLE MUST BE
DUG 25' D 0 WNGRADE OF THE
PRIMARY AREA AND AT THE NE END
OF THE PRIMARY AREA
E-4
E-+
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REYNOLDS ENGINEERING N
SERVICES, LLC Z
68 BOGG LANE _
LEBANON, CT 06249 O
860) 465-7419
To my knowledge, and belief, this map is substantially correct as noted hereon.
Jv t o
NMlkA. Reynos, C TldLIC.; 19789
Certification is not valid without live signature and embossed (impression) type seal.
LEGEND
PROPERTY LINE
BUILDING LINE
STONE WALL
X—X--X- X— WIRE FENCE
SILT FENCE OR HAY BALES
490 ------ EXISTING CONTOUR
PROPOSED GRADINGIT7L1
LIMIT CLEARING OR DISTURBANCE
EXISTING EDGE WOODS OR CLEARING
50' WETLAND REVIEW LIMIT
UG- • • — • • — PROPOSED UNDERGROUND UTILITIES
ZONE CHART — *R120* RESIDENTIAL
NOTE •
BRU5H AND TREE5 WHERE SHOWN \
ARE TO BE CLEARED BACK •
TOO E5TABLI5H 51HTLINE
SIGHT LINE STUDY -i
ANGLE POINT
Q IRON PIN OR PIPE FOUND s
IRON PIN SET 5/8" REBAR
Q SURVEYOR CONTROL POINT
o N
o \
SEC DEQ PROP LOT 1'
PRIMARY 1
NO. BEDROOM5 : 4
SYSTEM AREA REQUIRED: 577.5 S.F. +
PROVIDE I ROW5 12" GALLERY - 1 12 L.F. EA. WELL ° t 0000.8 S.F. PROVIDED
M L55 N 70011"23"E
RE5TRICTIVE LAYER MOTTLING: 18"2F
5LOPE : 1 .5%
15.26
a PERC. RATE : 10 MIN./IN. x SEE
HF FF PF 4 1 i 51GHTLINE STUDY
G2 x 1.75 x 1.0 = 108.5 L.F. ' I i I•
NIF
MAL ONE, MARK &• PAMELA
00
A
d-/ a
80053'504.29' 00
TP
PERC I
100
00
TP PROPr3 \ p V \ WELL t
a o t
Iq
J4611 4 Op0
JUP STANDARD NOTES
1. TH15 SURVEY (OR MAP) HA5 BEEN PREPARED
PUR5UANT TO THE REGULATION5 OF
CONNECTICUT STATE AGENCIES 5ECTION5
20-300b- I THRU 20-300b-20 AND THE
5TANDARD5 FOR 5URVEY5 AND MAPS IN THE
STATE OF CONNECTICUT" A5 ADOPTED BY THE
CONNECTICUT A550CIATION OF LAND
SURVEYORS, INC. ON 5EPTEMBER 2G, 1996; THE
TYPE OF SURVEY 15 A 5UI5DIVI51ON SURVEY.
BOUNDARY DETERMINATION 15 BASED ON A
RE5URVEY OF PROPERTY AND CONFORM5 TO THE
A-2' CLA55 OF ACCURACY.
2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON,
WERE PREPARED IN ACCORDANCE WITH CLA55 T-2.
3. THE INTENDED PURPOSE OF TH15 MAP/5URVEY
15 TO DEMON5TRATE A 3 LOT 5UBDIV1510N.
0
R
PA
saPrrc Nora LOT s
PRIOR TO DESIGN A PERCOLATION
TEST MUST BE DONE IN THE
PRIMARY AREA
CO
REQUIRED PROVIDED LOT 1 PROVIDED LOT 2
FRONT SETBACK 60' 60.7' 64'
SIDE SETBACK 25' 27' 60'
REAR SETBACK 60' 672' 761'
MIN. AREA 120,000 SQ.FT. 120,377.9 SQ.FT. 132,001.0 SQ.FT.
MIN. FRONTAGE 200' 226.41' 226.42'
NOTE •
BRU5H AND TREE5 WHERE SHOWN \
ARE TO BE CLEARED BACK •
TOO E5TABLI5H 51HTLINE
SIGHT LINE STUDY -i
ANGLE POINT
Q IRON PIN OR PIPE FOUND s
IRON PIN SET 5/8" REBAR
Q SURVEYOR CONTROL POINT
o N
o \
SEC DEQ PROP LOT 1'
PRIMARY 1
NO. BEDROOM5 : 4
SYSTEM AREA REQUIRED: 577.5 S.F. +
PROVIDE I ROW5 12" GALLERY - 1 12 L.F. EA. WELL ° t 0000.8 S.F. PROVIDED
M L55 N 70011"23"E
RE5TRICTIVE LAYER MOTTLING: 18"2F
5LOPE : 1 .5%
15.26
a PERC. RATE : 10 MIN./IN. x SEE
HF FF PF 4 1 i 51GHTLINE STUDY
G2 x 1.75 x 1.0 = 108.5 L.F. ' I i I•
NIF
MAL ONE, MARK &• PAMELA
00
A
d-/ a
80053'504.29' 00
TP
PERC I
100
00
TP PROPr3 \ p V \ WELL t
a o t
Iq
J4611 4 Op0
JUP STANDARD NOTES
1. TH15 SURVEY (OR MAP) HA5 BEEN PREPARED
PUR5UANT TO THE REGULATION5 OF
CONNECTICUT STATE AGENCIES 5ECTION5
20-300b- I THRU 20-300b-20 AND THE
5TANDARD5 FOR 5URVEY5 AND MAPS IN THE
STATE OF CONNECTICUT" A5 ADOPTED BY THE
CONNECTICUT A550CIATION OF LAND
SURVEYORS, INC. ON 5EPTEMBER 2G, 1996; THE
TYPE OF SURVEY 15 A 5UI5DIVI51ON SURVEY.
BOUNDARY DETERMINATION 15 BASED ON A
RE5URVEY OF PROPERTY AND CONFORM5 TO THE
A-2' CLA55 OF ACCURACY.
2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON,
WERE PREPARED IN ACCORDANCE WITH CLA55 T-2.
3. THE INTENDED PURPOSE OF TH15 MAP/5URVEY
15 TO DEMON5TRATE A 3 LOT 5UBDIV1510N.
0
R
PA
saPrrc Nora LOT s
PRIOR TO DESIGN A PERCOLATION
TEST MUST BE DONE IN THE
PRIMARY AREA
CO USE
AREA 9 \ TP
120,377.9± SQ.FT. TP
PERC\2\ 2 4 F
2.76+ ACRES ---, 4 \ \ x
SEPTIC DE= RE;> i GRAIN Pe
L25'5 .Y. r -- --'"' f ---
T off'MIN ...
d f'• LuN
0 T
00111111` 3
CN.')
400
OUTLET = - / "' ... --. "1'
PRr 3 PPR \,-
484.0 MAP
Cl) ani -
24009 W-100503.79 -•--
OUTLET = , .ow ,.``'
i TP
487.0 --
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C p,N P ,r i • r
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11
25'5. ` r ! , P ! i 6bc.
00
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fl
i LO ' ` `\' ' • / 41 ROP
Ib ` • ` .
4
t , ,/
2 # `i , r NQ h'p p PROPI , i i 1 i o°`
n ERC Sp ! WELL
AREA ` ^ Ul • 0 \ Q
132,001 + SQ.FT.
3.03± ACRES
4`
1 `,
Ar 1 TP TP 't
00
I %
f — —r— , t
1 ! ! ----
192.37 N 82027'08" W
771.67' -- 82904' 57" W
0
N/FN/F
GURNEE GEORGE S -Rc SONYA G
PROVIDE PAVED
APRON PER TOWN
5TANDARD5
TYPICAL)
SEE
51GHTLINE STUDY
G-)
er ,;LF
I \
t
N 82°04' 57" W
13.05'
s
N
t
1
RANKO WITZ, JOAN M SEPTIC NOTES L 0 T 2
VOL 589/PG 789 VOL 349/PG 793 1. PRIOR TO DESIGN OF SYSTEM A TEST HOLE MUST
EFTIC DESIGN PROP LOT 2 BE DUG 25 FEET DOWNGRADE OF THE PRIMARY AREA.
PRIMARY
NO. BEDROOMS: 4
5Y5TEM AREA REQUIRED : 577.5 S.F.
PROVIDE I ROW5 12" GALLERY - 1 12 L.F.
060.8 5.F. PROVIDED
REYNOLDS ENGINEERING
SERVICES, LLC
68 BOGG LANE
LEBANON, CT 06249
860) 465-7419
To my knowledge and belief, this map is substantially correct as noted hereon.
V rk A. Reynolds, P.E. C T LIC.# 19789
Certification is not valid without live signature and embossed (impression) type seal.
GRAPHIC SCALE
40' O' 40' 80'
I N FEET)
I Inch = 40 ft.
ML55
RE5TRICTIVE LAYER MOTTLING: 21
5LOPE : I %
PERC. RATE: 7 MIN -
HF FF PF
G2 x 1.75 x 1 = 108.5 L.F.
3 1-25-19 ADDRESS CONDITIONS OF APPROVAL
2 I I -26- 181 ADDRESS TOWN COMMENTS I I -8- 18
0-30- 151 ADDRESS TOWN COMMENTS
N0. DATE oEscaiPnaN
ALL RIGHT5 RE5ERVED
ANY REPRODUCTION, P055E55ION OR U5E OF TH15 DRAWING
OR ANY PART THEREOF WITHOUT THE WRITTEN PERM15510N OF
THE SURVEYOR INDICATED BELOW 15 PROHIBITED. VIOLATOR5
WILL BE PR05ECUTED TO THE FULL EXTENT Of THE LAW.
TO MY KNOWLEDGE AND BELIEF, THIS MAP 15
5UB5TANTIALLY CORRECT A5 NOTED HEREON.
THIS DRAWING IS NOT VALID UNLESS IT BEARS
AN ORIGINAL INK SIGNATURE AND EMBOSSED SEAL
ROBERT W. HELL5TROM, L.5. # 13G2G
ROB HELLSTROM
LAND SURVEYlArG LLC
Mailing Address:
P.0• BOX 49?
COLUMBIA, CT, 06237-0497
i
860) 228-9853
860) 228-1360 (FAX)
32 MAIN STREET HEBRON, CT., 06248
robl544@aol.com
hC115trom5urveyincj@ya hoo.r-om
www.hell5tromlanC15urveyin6j;com
DATE: SEPTEMBER 2G, 2018
4E
SUBDIVISION PLAN
PREPARED FOR —
STEVEN c ELISA PIER C.00
PROPOSED LOTS 1 & 2 SITE DESIGN
105 COTTAGE ROAD
MONTVILLE CONNECTICUT
SHEET NO.: 2 OF 4 JOB NO.: 2018-054
BY: RHL5 SCALE: I " = 40' FILE NO.: PI 18054 LOT51-2