HomeMy WebLinkAboutRe-Subdivision PlanSHEET 1 - NOTES
SHEET 2"' - BOUNDARY
SHEET 3 - TOPOGRAPHY
SHEET 4 - PIAN & PROFILE
SHEET 5 - PLAN & PROFILE
SHEET 6 - E&S & DETAILS
SHEET 7 - DETAILS
IMA
100 50 0 100
- -- --i666-6661
GRAPHIC SCALE IN FEET
LEGEND
— ASSESSORS STREET ADDRESS
— ASSESSORS LOT NUMBER
APPROVED BY THE CHAIRMAN OF THE MONTVILLE
WATER POLLUTION CONTROL AUTHORITY
SIGNATURE
DATE
APPROVED BY THE
DIRECTOR OF PUBLIC WORKS
OF THE TOWN OF
MONTVILLE
SIGNATURE
- _-DATE�___�
APPROVED BY THE
HEALTH OFFICER OF THE TOWN
OF MONTVILLE
SIGNATURE
DATE
APPROVED BY THE
MAYOR OF THE TOWN OF MONTVILLE
SIGNATURE
DATE
APPROVED BY THE
ASSESSOR OF THE TOWN OF MONTVILLE
SIGNATURE
DATE
PASSIVE SOLAR ENERGY
TECHNIQUES AS PRESCRIBED
BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT
OF THIS PLAN
SIGNATURE
— DATE
FINAL SUBDIVISION
APPROVAL GRANTED BY THE
MONTVILLE PLANNING AND ZONING COMMISSION
SIGNATURE.
DATE
DATE OF COMPLETION OF ALL WORK
SIGNATURE
DATE
REVISIONS
DESCRIPTION
I
FEBRUARY 21, 199;
`..CA' E: AS NOTED
SHEET 1 OF 7
I
>Kitemaug
e
LOCATION MAP
.. 1000 0 2000
GRAPHIC SCALE IN FEW
NOTES:
1. APPLICANT; MARTIN MOTORS
P.O. BOX "B"
WETHERSFIELD, CONNECTICUT
06109
2. SITE IS LOCATED IN ZONING DISTRICT R-20.
3. ALL LOTS WILL BE SERVICED BY MUNICIPAL SEWER AND
ON SITE WELLS.
4. SITE IS SHOWN ON ASSESSORS MAP 33, LOTS 17AA,17L,17M,17N,17P.
5. THIS SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT ZONE.
6. THIS SITE IS NOT LOCATED IN A FLOOD ZONE.
7. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE
TO THE TOWN OF MONTVILLE LAND RECORDS VOL.137 PG.503,
VOL.137 PG.510, VOL.137 PG. 515 & VOL.137 PG.517.
8. TOTAL AREA TO BE SUBDIVIDED= 17.09 +/- ACRE.
9. BASE FOR LEVELS: N.G.V.D. 1929.
CONTOUR INFORMATION COMPLIES WITH T-3
MAPPING STANDARDS. i
10. ALL EXISTI�,jIG UTILITIES TO BE
TO ANY CONSTRUCTIOI','. CALL. BEFORE YCi ._,;
i
1 800 922 4455.
11. ANY REQUIRED PUBLIC IMPROVEMENTS MUST BE COMPLETED
WITHIN 5 YEARS OF APPROVAL DATE.
12. IRON PIN OR DRILL HOLE TO BE SET AT ALL LOT CORNERS.
A MONUMENT WILL BE SET AT ONE FRONT CORNER OF EACH LOT.
MAP" REFERENCES:
1. LAND OF VIOLA BOSKA, MONTVILLE, CONN., TO BE CONVEYED TO
"STANLEY PLATOZ, 1 " - 50', SEPT. 26, 1968, BY EDWARD J.
BAZZELL, LAND SURVEYOR.
2. SUBDIVISION OF LAND OWNED BY STANLEY PLATOZ, 22 ERWIN
PLACE, NEW BRITAIN, CONN., TO BE KNOWN AS DERRY HILL
ESTATES, ROUTE 32 & DERRY HILL ROAD, MONTVILLE, CONN.,
1" = 50', JULY 1, 1969 BY EDWARD J. BAZZELL, REGISTERED
LAND SURVEYOR.
3. PROPERTY SURVEY PREPARED FOR ARTEMIS MANDES
PLATOZ DRIVE, MONTVILLE, CONNECTICUT, 1 " = 40', SEPTEMBER
17, 1992, CHANDLER, PALMER & KING, ARCHITECTS, ENGINEERS &
SURVEYORS, 110 BROADWAY, NORWICH, CONNECTICUT,
203-889-3397.
4. SUBDIVISION PLAN PREPARED FOR ARTEMIS MANDES, PLATOZ
DRIVE, MONTVILLE, CONNECTICUT, 1" - 40', MAY 27, 1994
CHANDLER, PALMER & KING, ARCHITECTS, ENGINEERS &
SURVEYORS, 110 BROADWAY, NORWICH, CONNECTICUT,
203-889-3397,
RESUBDIVISION PLAN
DERRY HILL ESTATES
PREPARED FOR
PLATOZ DRIVE & DERRY HILL ROAD
MONTVILLE, CONNECTICUT
��► M ,- CHANDLER, PALMER 8c KING
Architecture, Engineering and Surveying
• 110 BROADWAY NORMCH. CT 06360 860-888-3397 FAX 860-888-7801
NOTES
FENCE
POST N87 2 8'21 "E 129.140 S89'3453"E 129-36'
FENCE DH
POST SET
DELTA 105'46'06"---,
RADIUS 210.00'
ARC - 387.60'
CHORD - 334.88'
CHD BRG - N38*35'03"W
NI /F
MARTIN MOTORS
VOL.202 PG.433
LOT AREA TABLE:
EUG
LOT
#117-58,
25,006+
SF.
-
� . I '+;/
k,,R E S
VOL.. VOLUME
LOT
#17-59:
''5,128+/-
SF.
0.58+1/-
ACRES
LOT
#17-60:
36,393+
SF.
0.83+/-
ACRES
BUILDING SETBACK LINE
LOT
#117-61:
20,580+/-
SF.
0.47+/-
ACRES
LOT
# 1 62:
20,536+/-
SF.
0A7+/
ACRES
LOT
#17-6, 3:
20,288+
SF.
t(l 4 r'-4-
ACRES
LOT
#17-64:
23,117+/-
SF.
0. -4-
ACRES
LOT
#1 /7--65:
68,542+,/-
SF.ACRES
4 N
LOT
L I
#17-66:
82,284+%-
SF,
'-89+1//--
ACRES
L OT
# 17- 67:
39,943+,/
SF,
0.92+,.1
A CIR ES
8600952" W
LOT
# 17-68:
20,069+//-
SF.
0.46+
A CR E S
CU
LOT
# 17---6Q:
23,084+/-
SF.
0.53+.,,,
ACRES
DELTA
LOT
-7 -7
#1 0:
25,469+,1-
CHORD BEARING
8
ACRES
25.00'
LOT
#17--71:
27,347+,
SF.
0.6 34-
ACRES
25.00'
LOT
/2:
23,826+/-
SF.
. n
U -, j -,r
ACRES
86,00'
LOT
#17 (-7 3:
28,053+
S F.
0.64+1/-
ACRES
168.62'
LOT
#17--74:
24,494+//-
SF.
0.56+//"-
ACRES
106,97'
LOT
#17-75:
26,238+//--
SF.
0.60+1//-
ACRES
41.88'
LOT
#17--76:
24,386+ i
SF.
0,56+/-
ACRES
N08'47'55"W
LOT
#17-77 -.
22,455+/-
SF.
0.51
ACRES
S
N64*04'27"W
LOT
#17- 78:
20,673+;
SF.
0.47
ACRES
LOT
#17-79:
22,284--r
iL /--
SF.
0.51
ACRES
6
OT
#17-80:
20,1 1 6+/,/-
I !
SF.
0.46+
ACRES
EUG
N88#34'25 206.14'
128.14' 1 bu.uu
,8*34'2
205.41
(I
Z
0
0
to
Ln
oa C;
Ln
Ln
00
Ln
0
b
0
DH IPIN BE 1 1'57 "E 245.36'
NI
STONE WALL N86*,758-*2-3"E 1 -97-90' SET N87022 55-E SET
nn nn,
DH 27'57"E 208.68 U 16 6 E
N86!' 96.00,
DH SET 78,91, IRON 37.96' ]PIN 101-90,
S F-7 N86'4'9'06"E 111.77' 8.00 - PIPE SET
28.00f 126.82' FD f ':
(01)
C
14J
t
4,j 17) 17
00
1U
N8
205.o4.. -.?a,
69
6 IV7�;
0)
CO
17
71
�o
cy
C, CO
CST
S72'7
7 7
C A I
LEGEN-D:.----.
D. H. DRILL HOLE
LPIN IRON 'PIN
BEARING
VOL.. VOLUME
PG. PAGE
+/- MORE OR LESS
Os
N/F NOW OR FORMERLY
S. F. SQUARE FEET
210 EXISTING CONTOURS
lot
N
210 PROPOSED CONTOURS
BUILDING SETBACK LINE
■ MONUMENT TO BE SET
STONE WALL
WLF INLAND WETLANDS FLAG
#5
N88#34'25 206.14'
128.14' 1 bu.uu
,8*34'2
205.41
(I
Z
0
0
to
Ln
oa C;
Ln
Ln
00
Ln
0
b
0
DH IPIN BE 1 1'57 "E 245.36'
NI
STONE WALL N86*,758-*2-3"E 1 -97-90' SET N87022 55-E SET
nn nn,
DH 27'57"E 208.68 U 16 6 E
N86!' 96.00,
DH SET 78,91, IRON 37.96' ]PIN 101-90,
S F-7 N86'4'9'06"E 111.77' 8.00 - PIPE SET
28.00f 126.82' FD f ':
(01)
C
14J
t
4,j 17) 17
00
1U
N8
205.o4.. -.?a,
69
6 IV7�;
0)
CO
17
71
�o
cy
C, CO
CST
S72'7
7 7
C A I
N
'N
17
WLF#7 WLF#6 WLF#2
WLF#1
WLF#8 WLF#3 A&
WLF# 10
WLF#4
WLF#g
ro )WLF#24
G4 -�O WLF# 111* WLF#5 A4 At
® ` WLF# 12
85-1
TO ENID OF
,\C; RIP OP PAD AL A& WLF#U
#13
WLF# 14 WIY#22
WLF# 15 + A& AL
k
*F#16
At jk
LIMITS OF INLAND WETLANDS "21
\�66 "l
7 W"LSF#)20
WLF# 18
#19
N88*30,%"E
2191'.4.6'
IPIN
SET
Ln
a)
iA
0)
t
N/F
LEONARD J. &
CECIL J. TYL
VOL.90 PG.065
STONE WALL
v
0
N/F
CHARLES E. &
2 TERY K. TATUM
a
M VOL.231 PG.838
<.26*
"Ilk -
64J 66 UCO ,�,
90 N/F
13)
00 DAVID A. &
LA
20 MIRIAM C. COLE
.9
VOL.141 PG.1033
7,38. .7
'39 ry 64)
V. 4 1 1 -7 N
/1� '*,--, 1 1 1
116.
0,7
19
ARTEWS MANDES
VOL.141 PG.471
IRON
PIPE
FP
O.
cri
,
(0
0
4 r)
co IRON
0) � 9)S�'�PIPE
FD
Cj ip.
N/F
RANDAL E. CAROL &
S86'09'52"W 100.47 LISA M. BOUCHARD
...... . ...........
�
rl 7 "N 100,41, VOL.262 PG.751 03 129-03'
S86'09P52"W 211.91'
Z
39*07'46"P' 0; 0
195.65' SB4*41'20"'N
V)
0) 196.02 0
0
Z
4h.
M POM
0 00
Ln Z
�(A LAn 0 586.09' 52"W 17
-
107.02 17 bo
0 TBAR FD 01
0
(P. P C; NFD N/F
tl Ln
0o rQ
cl� 00
00 ROBERT J. &
N/F -�
JOAN E. ADAMS
0
3 DARRYL A. DRISCOLL & Ln. VOL..85 PG.224
UD 0 rn
171.77'AMY J. CAR LSON
0 C S84! 41'20
S8 0411.
9 20"WVOL.276 PG.692
0q
Lo INi
0 + r) 193.30
584.41120"w '
L0i
<
A
17 3.09
to p
0
CO EXIST.
HOUSE
00 FOUNDATM
0 C/) 0
cm I �\\ TBAR
0 0FD
--j APPROXIMATE LOCATION
MAMMON EXISTING SEWER SERVICE 100.00,
80 1 R
BAR
T FD '52"* 200.03' ------
FD
SNET
1 0 TSAR '23. B 5799
161.27' S tN4 EET FID
--
NET 290.51' #7970 - #798
80.00 L5 SB6'0'9'52"W S
84.15' 1 SNET 796
164.15 9#795 ROAD ---------
S8t}41H 11 1
S84-41'RRY1 19 SNETS
LAND TO BE DEEDED TO N/F
9 sNET DARRYL A- DRISCOLL &
79-r AMY J. CARLSON LAWRENCE & ELIZABETH SCHAFER
F DEEDED TO (AREA + 120 S.F.
ROAD PURPOSES
-.
SF +/-)
EAQ-T COAST REALTY & DEVELOPMENT N/F
PATRICIA ELIZABETH SHEEHAN
1*�)
-LINE
BEARING
DISTANCE
N
Os
1 N
lot
N
tK
N
'N
17
WLF#7 WLF#6 WLF#2
WLF#1
WLF#8 WLF#3 A&
WLF# 10
WLF#4
WLF#g
ro )WLF#24
G4 -�O WLF# 111* WLF#5 A4 At
® ` WLF# 12
85-1
TO ENID OF
,\C; RIP OP PAD AL A& WLF#U
#13
WLF# 14 WIY#22
WLF# 15 + A& AL
k
*F#16
At jk
LIMITS OF INLAND WETLANDS "21
\�66 "l
7 W"LSF#)20
WLF# 18
#19
N88*30,%"E
2191'.4.6'
IPIN
SET
Ln
a)
iA
0)
t
N/F
LEONARD J. &
CECIL J. TYL
VOL.90 PG.065
STONE WALL
v
0
N/F
CHARLES E. &
2 TERY K. TATUM
a
M VOL.231 PG.838
<.26*
"Ilk -
64J 66 UCO ,�,
90 N/F
13)
00 DAVID A. &
LA
20 MIRIAM C. COLE
.9
VOL.141 PG.1033
7,38. .7
'39 ry 64)
V. 4 1 1 -7 N
/1� '*,--, 1 1 1
116.
0,7
19
ARTEWS MANDES
VOL.141 PG.471
IRON
PIPE
FP
O.
cri
,
(0
0
4 r)
co IRON
0) � 9)S�'�PIPE
FD
Cj ip.
N/F
RANDAL E. CAROL &
S86'09'52"W 100.47 LISA M. BOUCHARD
...... . ...........
�
rl 7 "N 100,41, VOL.262 PG.751 03 129-03'
S86'09P52"W 211.91'
Z
39*07'46"P' 0; 0
195.65' SB4*41'20"'N
V)
0) 196.02 0
0
Z
4h.
M POM
0 00
Ln Z
�(A LAn 0 586.09' 52"W 17
-
107.02 17 bo
0 TBAR FD 01
0
(P. P C; NFD N/F
tl Ln
0o rQ
cl� 00
00 ROBERT J. &
N/F -�
JOAN E. ADAMS
0
3 DARRYL A. DRISCOLL & Ln. VOL..85 PG.224
UD 0 rn
171.77'AMY J. CAR LSON
0 C S84! 41'20
S8 0411.
9 20"WVOL.276 PG.692
0q
Lo INi
0 + r) 193.30
584.41120"w '
L0i
<
A
17 3.09
to p
0
CO EXIST.
HOUSE
00 FOUNDATM
0 C/) 0
cm I �\\ TBAR
0 0FD
--j APPROXIMATE LOCATION
MAMMON EXISTING SEWER SERVICE 100.00,
80 1 R
BAR
T FD '52"* 200.03' ------
FD
SNET
1 0 TSAR '23. B 5799
161.27' S tN4 EET FID
--
NET 290.51' #7970 - #798
80.00 L5 SB6'0'9'52"W S
84.15' 1 SNET 796
164.15 9#795 ROAD ---------
S8t}41H 11 1
S84-41'RRY1 19 SNETS
LAND TO BE DEEDED TO N/F
9 sNET DARRYL A- DRISCOLL &
79-r AMY J. CARLSON LAWRENCE & ELIZABETH SCHAFER
F DEEDED TO (AREA + 120 S.F.
ROAD PURPOSES
-.
SF +/-)
EAQ-T COAST REALTY & DEVELOPMENT N/F
PATRICIA ELIZABETH SHEEHAN
LIMITS OF INLAND WETLANDS AS FLAGGED
BY MICHAEL G. SCHAEFER C.S.S.
SIGNATURE DATE
This Survey and Map has been prepared in accordance with Sections 20-300 -'
thru '20-30,0b-2 of the Regulations of Connecticut State Aencies - "Minim, -
or SL ?
Standards f veys and Maps in the State of Connecticut as endorsed by --e
Connecticut A ciation of Land Surveyors, Inc. It is a Property Survey based
on a Resu y conforming to Horizontal Accuracy Class A2.
2/21/979679
SURVEYOR EGISTRA ION NO.
d -
7Z>
0 jj
Z6
Z
L) I W
a
4
RESUBDIVISION PLAN
<:
A
-)v
R`
PREPARED FOR
re
IV III t�v�l (J TO
25 so
PLATOZ DRIVE & DERRY HILL ROAD
,'-APHIC SCALE IN FEET MONTVILLE, CONNECTICUT
RE 1SIONS, E.
AW CHANDLER,, PALMER de KING
�jgp,�,
)A DESCRIPTION
Architecture, Engineering and Surveying
a
110 BROADWAY NORWICH, CT 06360 560-889-3397 FAX 860-886-7801
4.TE: FEBRUARY 21, 1997
BOUNDARY
,,.,ALE: 1 50'
--IEET 2 OF 7
-LINE
BEARING
DISTANCE
1 N
01*2728" W
3.43'
2 N
05.18'40" W
20.00'
3 S
01'25'35" E
14.04'
4 N
41.10'42" E
11.26'
5 S
8600952" W
29.24'
CU
U TA
WIUS
ARC
CHORD
CHORD aE&RIN
CURVE
DELTA
-RADIUS
ARC
CHORD
CHORD BEARING
1
8718'50"
25.00'
38.10'
34.52'
N42*30'08"E
17
53*58'06"
25.00'
23.55'
22.69"
S68'09'45'V
2
14'46'52"
333.36'
86,00'
85.76'
N87'55'1 5"W
18
46*29'22"
207.81'
168.62'
164.03'
S17'56'01 "W
3
18'27'5`"
333.36'
107.44'
106,97'
N 71 * 17'55 3"W
19
88*31'28"
30.00'
46.35'
41.88'
S49'34'24"E
4
4610'4-9"
210.00
169.26'
164.72'
N08'47'55"W
20
16'25 11
158.55'
45.44'
45.28'
N64*04'27"W
5
5W34'1 7"
210.00'
218.34'
208.64'
N61*40'27"W
21
36*08'14"
158.55'
100.00'
98.35'
N37*47'29"W
6
9TOo" C)"
30.00'
47.12'
42.43'
N39'41'20"E
22
18'17'47"
158.55'
50.62'
50.41'
N 10*34'1 4"W
7
16-4S'25"
257.81'
75.70'
75.
6'11 "E
23
60*26'06"
of
63.29'
60.39'
N 17*25'41 "E
'18 "E
8
.
83'47'31
30.00'
43.87'
40.
2'44"W
2 4
9`11 0$
-)0,
56.7 1'
5 2'
N74'43
9
70511512)'
1158.55'
196-06'
is.7",
N, i '11 "W
2
j5'1 3"
54.561
S52*09'29"E
10
16753
60.00'
170.58'
1
8'43"E
26'41'33"
18'
-Z.26'
SOO' 13'5 6"W
11
7253'4-3"
25.00'
31.81'
` '01'16"W
27
68'38'-i
67.60
S60*51'46"W
12
70`51'12"
108.55'
134.23
E
28
04 7
15.1,
15.00'
N39*06'39"E
13
74'0'33"
30.00,
38.79'
4
29
4.?'21'15"
153.62'
150. 15'
S15"61'57"W
14
0737'L)6"
287.81'
&7 915
N37'2
30
4
197,44'
19C 4,
N78'41'18"W
15
53553`58'C5"
25.00'
2
N14°' 4
31
01
9 ;�
N76*26'22"W
16
287*56'12"
60.00'
30S,,,,17
32
7,
20'
N 17'56'01 "E
3"
257.81
N22*34"t < "E
LIMITS OF INLAND WETLANDS AS FLAGGED
BY MICHAEL G. SCHAEFER C.S.S.
SIGNATURE DATE
This Survey and Map has been prepared in accordance with Sections 20-300 -'
thru '20-30,0b-2 of the Regulations of Connecticut State Aencies - "Minim, -
or SL ?
Standards f veys and Maps in the State of Connecticut as endorsed by --e
Connecticut A ciation of Land Surveyors, Inc. It is a Property Survey based
on a Resu y conforming to Horizontal Accuracy Class A2.
2/21/979679
SURVEYOR EGISTRA ION NO.
d -
7Z>
0 jj
Z6
Z
L) I W
a
4
RESUBDIVISION PLAN
<:
A
-)v
R`
PREPARED FOR
re
IV III t�v�l (J TO
25 so
PLATOZ DRIVE & DERRY HILL ROAD
,'-APHIC SCALE IN FEET MONTVILLE, CONNECTICUT
RE 1SIONS, E.
AW CHANDLER,, PALMER de KING
�jgp,�,
)A DESCRIPTION
Architecture, Engineering and Surveying
a
110 BROADWAY NORWICH, CT 06360 560-889-3397 FAX 860-886-7801
4.TE: FEBRUARY 21, 1997
BOUNDARY
,,.,ALE: 1 50'
--IEET 2 OF 7
TOPSOIL
\ r,.. � 7
WELL WELL 0
WELL
C
17
7
65
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�1 5'
WELL
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(TYP
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17 TOPSOIL 40'\ 117
17
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HOUSE
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/ / `�HOUSE
US
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SANITARY SEWER MANN
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BRUSH OR
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This Survey and ap has been prepared in accordance with Sections 20-300b-1
thru 20-300b– 0 of the Regulations of Connecticut State Agencies -- . Minimum
Standards for urveys and Maps in the State of Connecticut as endorsed by the
Connecticu A ociation of Land Surveyors, Inc. It is a Property Survey based
on a Pt conforming to Horizontal Accuracy Class A2.
2/21/97 9679
SURVEYOR DATE- REGISTRATION -NO.
50 0 50
G SCALF 19 FEET
V
REMSIONS
DATE DESCRIPTON
DA TE: FEBRUARY 21, 1997
SCALE: 1 = 50'
SHEET 3 OF 7'
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RESUBDIVISION PLAN
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PREPARED FOR
AN I�Nl
PLATOZ DRIVE & DERRY HILL ROAD
A AXQ�, C H A N D I–ER.
PALME:R 4k KING
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Architecture, Engineering and Surveying
110 BROADWAY NORWICH, Cr 06360 8W -WO -3397 FAX
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RIESOBDK4S0N PLAN
DERRY HILL ESTATES
PREPARED FOR:
MARTIN MOTORS
PLAT(]Z DRIVE & DERRY HILL ROAD
ONTV|LLE' �(}�WEC7|�UT
k�
l Resu1odivision �Derr} HiU Esrotee prepored for
kl,artin M,otors. Plato_-_ :_Irive & '7errIRood
hM�ntviUe. �onne�tizu�
�
Connecticut 'uide\inea for Soi: Enrs�on o -de -dirnent
C�ur,tro|. jonuory 1985.
3 �oi| Survey of N%evv London Cloun| Connecticut, U.B.D.A. So;(
Con��rro�on ��rvice l��3.
-roposed De*e|aprnent 'will oUow for the creotion of 23
Bui\dinots nonginQ in s ize frorn 9 ',-,,,es to 1-89 Acres
T�e, development of each (ot vvi|u
; cause t�� dio�rbonce
/
of 0 Dpr0 X Irnote�\ �.�� -4- - 4ore�
s�e S �o--�c��o �+ ��e
'c'.o�+g sc: � pes,
DERRY HILL ESTATES
'n
MARTIN MOTORS
PLATOZ DRIVE & DERRY HILL ROAD
MONTVILLE, CONNECTICUT
-re
Fine son !oorns
to
percent a|opms. These
I,entk/ s!oping, well:
drain sci`s
are or, drurn\oidoL
�|�ci�| tD\, up<ond
��ndforrns.
"�vA" -
Thi� nearly �e«�| tc
gendy sioping'
nnoderotek/ weh drained
soii is on outwos�-�
plains and
stream terraces. S|opms
range from O to
t- Deroent.
"WxB^ -
Fine sandy looms
with 3 to 8
peroent Slopes. These
gent|y s(oping, weU
drained s, -,':,s
are on drunn|oidoL
glocio| tW. upland
!ondforrns.
DEVELOPMENT SCHEDULE:
_
It is, anticipated that grodii-ig and construction activities will begin
September 7997 and wU| be completed September 1998.
Construction will begin with clearing, grubbing and rough grading
of the proposed rood. Following rough grading procedures, oil drainage
structures, sanitary structures and the associated piping will be installed
and protected with hay bales or silt fence. These protective measures are
to narnoin in place and properly maintained throughout construction.
Also at this time the site will be prepared for the installation of
utilities. These utilities will be installed undergound as required by the
appropriate town agency. Following utility installation, final groding,
paving, seeding and planting will' be completed.
Public improvements must be completed within 5 years, as required
by the Connecticut Genero� Statutes.
Lots will, be developed by the individual owners. Each lot will require
the disturbance of approximately 1/4 acre. Clearing, grubbing fk
grading -will be limited to the areas adjacent to the proposed
house and drive»voy.
DEVELOPMENT_ QQ-NTROL PLAN:
Primr to the commencement of operations in accordance with
any perrnit issued by the Town of Montville Planning and Zoning
Commission, the Contractor ohoU install all erosion and
sediment control measures.
The Contractor shall obtain o site inspection from the Town of
Montville Zoning Enforcement Officer to ensure that all erosion and
sediment control measures have been installed in accordance with
this narrative. Upon certification with respect to the installation
of erosion and sediment control measures, the
Contractor may commence operations pursuant to the permit.
Erosion and sediment control devices shall be installed in
accordance with the "Filter Barrier Installation &
Maintenance" and "Hoy Bale installation 8c Maintenance"
sections of this narrative hereinafter contained.
All stripping is to be confined to the immediate
construction area. TopsoU shall be stockpiled so that
slopes do not exceed 2 to 1. A hoybo|e sediment barrier ia
to surround each stockpile and o temporary vegetative cower
prov|ded.
Dust control will be accomplished by spraying with water and
if necesoory, the application of calcium chloride.
The proposed planting schedule is to be adhered to during
the planting of disturbed oneoo throughout the proposed
construction site,
Final stabilization of the site is to follow the procedures
outlined in permanent vegetative cover. If necessary o
temporary vegetative cover is to be provided until a
permanent cover can be applied.
During the stabilization period, all erosion and sediment
oontro[ measures shall be maintained in proper working
order. The Owner's representative shall be responsible for
checking all erosion and sediment control measures on o
twice --weekly basis during the stabilization period and after
each storm event During the stabilization period with
respect to the site, any erosion which 000uny within
disturbed areas shall be immediately repaired, reseeded and
Once stabilization has been completed and certification
thereof obtained in writing from the Zoning Enforcement
Officer of the Town of Montville erosion and sediment control
measures shall be removed by the Contractor.
Proposed trees will be planted with the following precautions.
1. Trees and shrubs are to be planted in the spring.
2. Newly planted trees are to be staked and �upported with guy wire.
�.
Soil around trees, shrub's �hru�is to be thoroughly watered when
dry and mulch provided around the base to prevent roots from
drying mut. Provide a depression at the base of all trees and
shrubs to insure the water will be received.
EILTER_Ja�,RRIER INSTALLATION MAINTENANCE:
" .
�
Dig o b trenoh on the uphill of the borr/er
location.
2position the posts on the downhill side of the barrier
and drive the post 1.5 feet into the ground.
�. Loy the bottom 6" of the fabric in the trench to prevent
undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
�.
Sediment deposits ore to be removed when they reach o
height of one foot behind the barrier and are to be
deposited in or, area which is not regulated by the Inland
Wetlands Commission.
6. }nspections and necessary repairs will be made twice
weekly.
1.
Bales shall be placed around all proposed catch basins
with the ends of the bales tightly abutting each other.
2� Each bale shall be securely anchored with at least 2
stokes and gaps between bales ahuH be wedged with straw
to prevent water from passing between the bales.
3[ Inspect bales after each storm and repair or replace
promptly as needed. Remove sediment behind the bales when
it has reached half the height of the bale and deposit /n
on area which is not regulated by the Inland Wetlands
Commission.
4. Inspections and necessary repairs will be made twice
weekly.
TEMPORARY VEGETATIVE COVER:
A temporary seeding of Rye Grass will be completed within 15
days of the formation of otookpi|e/s\. If the oo(| in the
etookp/|oo has been compacted by construction operations it
shall be loosened to o depth of 2 inches before the
fertilizer, lime and seed is applied. 10-10-10 fertilizer at
o rata of 7.5 pounds per 1000 s.f. and lime stone at n rate of
90 lbs. per 1000 s.f. oho|| be used. Rye Grass applied at o
rate of 1 |b. per 1000 s.f. ahoU provide the temporary
vegetative cover. Straw or hay, free from weeds and coarse
matter shoU be used at o rote of 70-00 lbs. per 1000 o.f. on
o temporary mulch. Apply rnu!oh and drive tracked equipment up
and down slope over entire surface so cleat rnorko are poro||e|
to the contours.
PIE'RIMANENT VEGETATIVE COVER:
Topsoil will be nap|ooed once the excavation has been
completed and the shoulders are graded to o slope no greater
than 3 to 1. Topsoil will be spread at o rninirnunn compacted
depth of 4 inches, Once the topsoil has been spread, all
stones two inches or larger in any dimension will be removed
as well as debris. Apply agricultural ground limestone at the
note of two tons per acre or 100 lbs. per 1000 o.f. Apply
10-10-10 fertilizer or equivalent at a rote of 300 lbs. per
acre or 7.5 !be. per 1000 s.f. Work lime and fertilizer into
the soil to o depth of 4 inches. Inspect seedbed before
seeding. If traffic has oonnpootad the soil, reti||
compacted or000. Apply the following grass seed mix:
Seed Mixture lbs./acre |bo./1000 o.f.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Rye Grass 5 .10
45 1.00
The recommended seeding dates are:
Aoh| 1 - June 15 and August 1 - September 15
Following seeding, firm seedbed with o roller. Mulch
immediately following seeding. If o permanent vegetative
stand cannot be established by September 30' apply a temporary
cover on the topsoil such as netting, rnot or on organic mulch.
(2)-2"x2^x3' STAKES
EACH BALE
ND 13 0
NOT TO SCALE
FILTER
FABRIC
ANGLE 10' UP SLOPE
rvS.IC
FOR STABILITY AND
SELF CLEANING
COMPACTrED 1-4 LU
-TA
BACKFILL 0
'»C
NOT TO SCALE
ANCHOR WITH .x3'
STAKES EACH BALE
STORM SEWER STRUCTURE
AT GATCH BASIN
NOT TO SCALE
.uU�
. 0v.0
'4
PLANTING
MIXTURE
GARDEN *OSE
^^ir', ""='
REFERENCE:
� Gu/oEUwEs FOR SOIL EROSION
AND SEDIMENT CONTROL
EQR ]BEES UNDER 2Q'
NOT TO SCALE
l. EXCAVATE A TRENCH
4^ DEEP AND THE
WIDTH OF A HAY SALE.
vEDGE LOOSE STRAW
)ETWEEN BALES TO
mcATE A oowT*Iwous
'
El Q 12
BOTTOM OF
DRAINAGE WAY
r%A &&^
COMPACT
BACKFILL
�. pLACE AND STAKE
HAY BALES, TWO
STAKES PER BALE.
/
k BACKFILL AND
COMPACT THE
EXCAVATED SOIL
AS SHOWN ON THE
UPHILL SIDE Or
THE BARRIER TO
PREVENT p|P/wG
^
AT PIPE INLU QR QLffLEI
NOT TO SCALE
I
21, 1997
SHEET 6 OF 7
CHANDLER. PALMER ac KING
M Architecture, Engineering and Survey/ngmm�m�u.
�110 BROADWAY NORVACH, CT 06360 203-889-3397 FAX 203-886-7801
EROSION
�° SEDIMENT
��.
CONTROL
& DETAILS
RESUBDIVISION PLAN
DERRY HILL ESTATES
PREPARED FOR
MARTIN MOTORS
PLATOZ DRIVE & DERRY HILL ROAD
MONTVILLE, CONNECTICUT
21, 1997
SHEET 6 OF 7
CHANDLER. PALMER ac KING
M Architecture, Engineering and Survey/ngmm�m�u.
�110 BROADWAY NORVACH, CT 06360 203-889-3397 FAX 203-886-7801
EROSION
�° SEDIMENT
��.
CONTROL
& DETAILS
TYPICAL MANHOLE
FINISHED GRADE- TFRAME AND COVER
6" MAXIMUM BELOW NOTE:
SET FRAME IN GROUT FINISHED GRADE FINISHED SURFACE CONTRACTOR SHALL SUBMIT RIGHT OF WAY
_41- 4"x4'x1/16" THICK SHOP DRAWINGS OF F AND C
ADJUST TO FINISHED 18" MAXIMUM
*
.y STEEL PLATE SHOWING CASTING FOR APPROVAL
GRADE WITH BRICK COLLAR PRECAST REINFORCED l'-OMINIMUM
6* MINIMUM -12 * MAXIMUM CONCRETE MANHOLE TOP SAND COVER 2"x3" WOOD STAKE
STANDARD HEIGHT ALUMINUM ALLOY MANHOLE 3/4- CRUSHED STONE TO REMOVABLE WATER TIGHT
ECCENTRIC CONE SECTION C94 STEPS (12" ON CENTER) 6" MINIMUM. FULL WIDTH PLUG WITH "0" RING
OF EXCAVATION AND TO
0" RING MANHOLE RISER TOP OF PIPE---------- 6"0 MIN. HSE. CONN. LAT. TO EXTEND
STANDARD RISERSEAL TYPICAL ALL SECTIONS TO STREET OR SEWER EASEMENT
MANHOLE JOINTS TO RECEIVE BOUNDARY AT MINIMUM 1% SLOPE
SECTIONS AS REQUIRED 5"
OF 4 C
18" A13OVE TOP OF
NON -SHRINK GROUT INTERIOR j I
PRECAST BASE SECTION AND EXTERIOR ENCASE VERTICAL SECTION WITH MIN,
FLEXIBLE MANHOL CONCRETE ALL AROUND USING
SLEEVE WITH STAINLESSMIN. 15" DIAMETER FIBER TUBE FORM
SHELF MAXIMUM
STEEL STRAP AND LT -PACK ANNULAR SPACE WITH
NON -SHRINK GROUT NOTE:
DENSE HARD
BURNT BRICK
INVERT (TYPICAL)
6" MINIMUM
CRUSHED STONE BASE
UNDISTURBED MATERIAL
lYE'TQAL. MMHOLE
SEQ110N
,407 _11-0 SCALE
0 0
(2) -CONCEALED WATER -TIGHT
PICK HOLES (SEE DETAIL *B-)
0
0Q a
0 0
0 0
(s)-1-1/2' /2- DIAMETER
BONDING HOLES --
CONCEALED
WATER -TIGHT
PICK HOLE
NEOPRENE GASKET
am X
SCALE
24-1/2- DIAMETER NOT TO
23-7/8- DIAMETER
DETAIL "B'-\
2-IIS"3/4*---
-i F
1 1/2* 1-1/2'
(2)-3/4- DIAMETER Als
HANDLING HOLES --,, _m_4 --- L - - Jrma - 11
3/4"
1-1 /2' 21-3/4' DIAMETERI] 4
[
36* DIAMETER 6. 6 48" DIAMETER
syp7m
NOTES:
1. MANHOLE COVER TO BE SOLID AND WATER -TIGHT WITH NO VENT HOLES.
2. THE LOW SURFACE Of THE COVER AND THE CORRESPONDING UPPER
SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE
A SMOOTH FLAT CONTACT OR FIT WITHOUT ANY TENDENCY FOR THE
COVER TO ROCK OR RATTLE.
FRAME AND COVER
NOT TO SCALE
PIPE
DIAMETER
MAXIMUM
TRENCH WIDTH
6.
2'-6-
8"
3'-0"
lo"
3'-0'
12"
3 --oft
15*
3'-3-
U4`21
S-6-
21"
4'-0"
24"
4'-6-
30"
5-0
TRENCH PAY WIDTH
SEE CHART
RADE i
COMPACTED NATIVE
MATERIAL OR
NOTE: BORROW
w
A LAYER OF 6.0 MIL POLYETHYLENE PLASTIC. ONE Z/
x
-1 \�I/l
�Oz
FOOT WIDER 11M THE TRENCH, SHALL BE PLACED
>IX
/I
\<\ 1\
\
OVER THE STONE HAUNCHING ALONG THE MAIN
ot� -1 A
110/1,
/I
SEWERS AND LATERALS, THE PLASTIC SHALL BE
TRENCH
N
1 C14
FOLDED AT THE EDGES OF THE AND
U4`21
EXTEND 6 INCHES UP THE SIDES OF THE TRENCH.
THE PLASTIC SHALL BE FITTED AROUND MANHOLES
7
AND EXTEND ONE FOOT UP THE MANHOLE ALL
FOOT,
D %
ICE
LRF CURVE IN DRI
LAPS SHALL BE A MINIMUM OF ONE
11-4 CID Mi
DESCRIPTION
0 Co
1/4 OD 6- MIN.
12" MINIMUM IN
ROCK EXCAVATION
`%'/�`\f/\�//�\/'/\\��/
IVIIK- N,
Architecture, Engineering and Surveying
/j
TRENCH B07,OM---'
1KNO
SECTION SO
ABOVE DETAILS SHALL BE USED
SANITARY SAVER
& EO _Q�
NOT TO SCALE
0 SPECIAL CHIMNEY CONNECTIOONS SHALL
ROCK FREE BACKFILL -/ C -1 BE INSTALLED ON DEEP SEWERS WHERE
TRENCH WALL REQUIRED AND ORDERED BY THE ENGINEER.
6"-30* BEND CONCRETE FILL
(TYPICAL)
FLOW
SEWER MAIN
6' MINIMUM
BRANCH "Y" CONNECTION
3/4- CRUSHED STONE
UNDISTURBED MATERIAL
MUIN& X0
CHIMNEY DETAIL FOR
EJOUSE !QONNEOON
NOT TO SCALE
PROPERTY LINE
HOUSE CONNECTION MARKER
6")!6'x1/4" STEEL PLATE
WELDED TO STEEL ROD -
1/2 0 STEEL ROD x 1 "-6" LONG-/
6- (PLUG)
STOPPER (TYPICAL)
6"USE SERVICE PIPING MINIMUM
SLOPE C 1/4- PER FOOT (-TYPICAL)
SHEETING AS
REQUIRED (TYPICAL)
CAREFULLY COMPACTED fM
MATERIAL OR GRAVEL SACUSHION
BEDDING MATERIAL FOU TION
STONE FOR STORM DR
12'" FOUNDATION STONE
UNSUITABLE MATERIIAL OR
SILT Is
ENCOUNITERE0 AT, 8GRADE
PER SPECIFICATIONS
STANDARD MANHOLE REMOVABLE SHIELD OF
CONE SECTION PVC PIPE CUT TO FIT
INTO DROP PIPE
I
CUT PORTION OF DROP PIPE TO
MATE INLET SEWER AS SHOWN'
INLET GRAVITY SEWER
OR FORCE MAIN WHERE
APPLICABLE DROP PIPE -SET TOP AT
q OF INLET SEWER
FLEXIBLE SLEEVE
STAINLESS STEEL
PIPE ANCHOR STRAPS WITHSTANDARD JAMHOILE (RISER1/4"x2" S.S. ANCHOR BOLTS
SECTIONS AS REQUIRED
WITH INSERTS SPACED 3'-0s
DROP PIPE AND 90' ELBOW TO BE
P.V.C. AND SAME SIZE AS INLET
SEWER UNLESS OTHERWISE NOTrj
—
6" TYPICAL
UNDISTURBED 6' MINIMUM CRUSHED
MATERIAL STONE BASE
STANDARD TABLE
OUTLET SEWER DENSE HARD BURNT
BRICK INVERT
NOTE:
DROP MANHOLES SHALL BE PROVIDED WHEREVER THE
VERTICAL DISTANCE BETWEEN THE INVERTS OF THE
MAIN SEWER AND INLET SEWER IS GREATER THAN 2'-0'
DROP MANHOLE
CROSS SECTION
NOT TO SCALE
6--30- BEND (TYPICAL)i
*Y" BRANCH
CONNECTION (TYPICAL)
ELEVATION
71
Q
NOT TO SCALE
(n
owwwN
w N,
Uj w
zoo
w Z
w
a -
w
2
2
:3o G: Uj _j U_ W_ 3r
m X > Uj
Uj
0 CL
PIPE BEDDING
(SEE TRENCH DETAIL)
SEWER MAIN
FRAME
ADJUST TO GRADE WITH MAXIMUM
2 1 2 OF FOUR COURSES OF BRICK
8
PRECAST REINFORCED CONCRETE
MANHOLE ECCENTRIC CONE
WELDED WIRE FABRIC (TYPICAL)
PREFORMED PLASTIC GASKET OR
TIGHT RUBBER GASKET
FLEXIBLE WATER
4'-0" DIA
5 WALL
KNOCKOUT FOR PIPES MINIMUM
4" FROM TOP AND BOTTOM
OF BASE
7- CONCRETE OR BRICK
AND MORTAR INVERT
=,"T
1_�VARL__QE Q H _IL-iaiN
Ir a S --CTION
NOT TO SCALE
RISER (VARIES) 1' MIN
GAS HOLES
-AANHOLE FRAME AND COVER
PICK HOLES
ca
24- OPENING
35"
!QR OSS JECDON
STANDARD COVER SHOWN
BOLTED AND GASKET
COVER SIMILAR
STORM DMN
FPAME AND COVER
NOT TO SCALE
71=
SLOPE 3; 8" PER FT.— T.F. ELEV. PER
PLAN & PROFILE
FROM CENTERLINE TO
FRONT OF BASIN
10"_1 2
PAVEMENT
......
.'.*.,..,. ..
8"
11 1/2 P 15 15/16
BACKFILL
45 3/8"
T Y "C" ATCH, BASIN TOP
SS SECTION
TO SCALE
FINISHED GRADE
C`
0
GRANULAR BACK FILL
NIZ
"A'
3'-0" MINIMUM
X
pl
ELECTMCAL. TELEPHONE AND I NE aANLD
CABLE TELEVISION SER%4CE
- 0..."
I
120' 12" - z
4
t OF ROAD
w
it) 2
W
C4 Q�
OF ROAD
GUTTER
�OF ROAD
GUTTER—
EXISTING TREES TO REMAIN
50' MINIMUM INTERVAL OR PLANTED
AS REQUIRED BY SEC. 10.05.04
TOWN OF MONTVILE ROAD STANDARDS
JANUARY 1991
PROPOSED
SEWER
NOT TO SCALE
9-
26'
PAVEMENT WIDTH
1
1 1/20 BITUMINOUS CONCRETE
SURFACE COURSE
1 1/2" BITUMINOUS CONCRETE
BINDER COURSE
6" ROLLED GRAVEL BASE
f 12* SUBBASE COURSE 1
1 3/8" PER F7
(TYPICAL) r
BOTH SIDES I
r\ I
4.
NOT TO SCALE
BITUMINOUS CONCRETE
LIP CURBING
-
BITUMINOUS
CONCRETE
x/
00 TELEPHONE, ELECTRIC
`/
CABLE TELEVISION
9" Y
I
R=2" 7
BACKFILL AS
DIRECTED
ROLLED GRAVEL BASE
j�
f�
tj�/L
tA4 ._Q_VS Q0NCREIE LIP CUBBINQ
TO SCALE
3" BITUMINOUS CONCRETE (HOT MIX)
SURFACE COURSE CLASS 1 (2 COURSES)
OR MATCH EXISTING, WHICHEVER IS GREATER
REMOVE EXISTING PAVEMENT
AND BASE MATERIAL. REPLACE
TO EXISTING DEPTHS AND
COMPACT TO OPTIMUM DENSITY
TRENCH —EXISTING PAVEMENT
WIDTH WIDTH UNKNOWN
BOTH SIDES
PAVEMENT
2.1...
10* MINIMUM PROCESSED
GRAVEL BASE
1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW
CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE.
2. REMOVE ENTIRE WIDTH OF PAVEMENT.
3. CLEAN JOINT WITH COMPRESSED AIR hAVI N G A
MINIMUM RATED CAPACITY OF 90 PSI.
4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH
THIS EDGE WITH THE PROPOSED EDGE.
(MC -70 PRIME COAT) 0.4 GAL./S.Y.
1
IQW4 4'
311,
AT TREN
DT TO SCALE
Ir HIGM THAN GUTTER REMOVE EXISTING BITUMINOUS
PAVEMENT 12' FROM THE EXISITNG
EDGE. EXISTING BASE MATERIAL
TO REMAIN AND COMPACTED TO
OPTIMUM DENSITY
D
'02
-Z —EXISTING PAVEMENT
WIDTH U K,4 OWN
NEW PAVEMENT 12"
SECURE TO 1 1/2" 0
GALVANIZED STEEL POST
WITH (2) 1/4" 0
GALVANIZED BOLTS
(1 TOP, I BOTTOM)
NOTE:
SIGN TO BE INSTALLED IN
ACCORDANCE WITH STATE OF
CONNECTICUT D.O.T. STANDARDS
5FEED LINE MN
NOT TO SCALE
SECURE TO
1 1/2w 0
GALVANIZED STEEL POST
WITH (2)
1/4" 0
GALVANIZED
BOLTS
(1 TOP, 1
BOTTOM)
NOTE:
SIGN TO BE INSTALLED IN
ACCORDANCE WITH STATE OF
CONNECTICUT D.O.T. STANDARDS
- D END SIGN
NOT TO SCALE
SECURE TO 1 1/20 0
GALVANIZED STEEL POST
WITH (2) 1/4" 0
GALVANIZED BOLTS
1 TOP, 1 BOTTOM)
NOTE:
SIGN TO BE INSTALLED IN
ACCORDANCE WITH STATE OF
CONNECTICUT D.O.T. STANDAI
STOP SIGN
NOT TO SCALE
PLAN
PROPOSED BASE
nz RESUBDIVISION PLAN
COURSE &
offil
OR R.O.W. LINE SUBBASE COURSE US w
z
S' RM THAN n <
V)
GUTTER I 'LIA
0
PREPARED
1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW
12" FROM THE EXISTING EDGE. SAW CUT TO BE
VARIES 10, 1 10, PERPENDICULAR TO THE EXISTING SURFACE.
2. REMOVE ENTIRE WIDTH OF PAVEMENT,
C
SAG CARVE IN DRIVE 3. CLEAN JOINT WITH COMPRESSED AIR HAVING
%
A MINIMUM RATED CAPACITY OF 90 PSI. V
OR R.O.W. LINE 4. APPLY TACK COAT TO THE SAW CUT EDGE AND
MATCH THIS EDGE WITH THE PROPOSED EDGE.
TYPICAL CROSS aE010N FOR MATCHING PLATOZ DRIVE & DERRY HILA ROAD
EXISTING AND EEO QZEID PAVEMENT
NOT TO SCALE MONTVILLE, CONNECTICUT
VARIES
10,
10,
REVISIONS
U4`21
H AIN 0 EE,RF A Lm ,t"! E:, R ac K 11"4 C',
LRF CURVE IN DRI
DESCRIPTION
-ST
IVIIK- N,
Architecture, Engineering and Surveying
NOTE:
110 BROADWAY NORWICH. CT OMW 8010-889-3397 FAY 860-886_781Ur
ABOVE DETAILS SHALL BE USED
WHERE A STORM DRAINAGE
SYSTEM IN THE ROAD EXIST
It
RESIDEND& DR WAYDLlAJ_L!m-
NOT TO SCALE
FEBRUARY 21, 1997
LJ AILS
SHEET
1 OF 7