HomeMy WebLinkAboutPlan (Subdivision)N/F
PIETRO SCELI
(MAP 33 - L
MOM*
DKK_
L EXISTING LOT #001 -ZONE R-80
ITEMREQUIRED
PROVIDED
LOT AREA
80,000 S.F.
80,622 SF
LOTFRONTAGE
180 FT,
231-25 FT.
FRONT YARD
50 FT.
79'+/- (EXIST.)
SIDE YARD
20 FT,
38'+/- (EXIST.)
REAR YARD
50 FT.
1901 +/-(EXIST.)
N 79048'18" W
26.81'
CROSSH
AREA. T(
THE TOO
FOR ROS
(2,047S.]
HOW.A
CROSS'
AREA 7
THE TC
FOR R(
(148 S.F
LEGEND:
VOL,
PG,
N/F
S.F.
DH
MON
IPIN
REC.
TBS
IP
CB
6
LOT)
VIDED
I SF
SF
�l FT.
FT.
:)POSED)
)POSED)
: )POSED
LOT)
► SF
SF
)2 FT.
FT.
)POSED)
)POSED)
)POSED)
N/F
ENTRAL VERMONT R.R. CO.
MARSH VENTURA
(MAP 34 - LOT 010)
N/F
WATERFORD LAND TRUST, INC.
VOL. 587 PG. 810
(MAP 34 - LOT 0 11)
SQUARE FEET
DRILL HOLE
MONUMENT
IRON PIN
RECOVERED
TO BE SET
IRON PIPE
CATCH BASIN
IPIN OR DH TO BE SET
MARION OUELLETTE LIVING TRUSTS
VOL. 602 PG. 051
(MAP 34 - LOT 005)
I I I If I III,
TO MY A UEF, TRIS MAP IS SUBSTANTIALLY CORRECT
AS NOTE Tu VI IS N T VALID WITHOUT A LIVE SIGNATURE
AN i EL TEE URVEYOR HEREON.
RICHARD A. D) rSCHAMPS L.S. #10019 DATE
KYLE C. ChAMPA,(iNE &
JOSEPH A. GIANGRASSO
(SECOND TRACI"
(MAP 34 - LOT 002)
.1 HAVE REVIEWED THE SUBJECT PROPERTY AND AFTER A CAREFUL
INSPECTION I HAVEFTERMINED THERE ARE NO INLAND WETLANDS
I
LOCATED ON THE J/ OPERTY.
MARK HH. SULLIVAN, C.P.S.S.
- t -
DATE
LOCATION MAP
l000 500 0 1000
GRAPHIC SCALE IN FEET
OWNER/APPLICANT
KYLE C. CHAMPAGNE &
JOSEPH A. GIANGRASSO
23 MASSAPEAG ROAD
UNCASVILLE, CT 06382
NOTES:
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS
FOR. SURVEYS AND MAPS IN THE STATE OF CONNECTICUT", AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,1996, IT
IS A PROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS TO HORIZONTAL
ACCURACY CLASS A-2.
2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND
RECORDS VOLUME 628 - PAGE 099,
3. THE PROPERTY 19 SHOWN ON ASSESSORS MAP 34 - LOT 001.
4. THE PROPERTY IS LOCATED IN ZONING DISTRICT R-80,
5. TOTAL AREA OF SUBDIVISION - 427,297 S.F.± (9.81 ACRES),
6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T,2 & T-3 MAPPING STANDARDS.
BASE FOR LEVELS: APPROXIMATE N,G,V,D. 1929.
7. UNDERGROUND UTILITIES SHOULD BE MARKED OUT PRIOR TO ANY LOT CONSTRUCTION,
CALL BEFORE YOU DIG: 811.
8. THE ARE NO INLAND WETLANDS LOCATED ON OR. WITHIN 50' OF THE PROPERTY.
9. THE PROPOSED DEVELOPMENT ALLOWS FOR THE CREATION OF 2 NEW INTERIOR LOTS.
A HOUSE, SEPTIC SYSTEM AND ON SITE WELL ARE PROPOSED ON EACH NEW LOT,
THE EXISTING HOUSE IS SERVICED BY AN EXISTING SEPTIC SYSTEM & WELL.
10. NO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD ZONE "AE''
(ELEVATION - 12) AS SHOW ON "FIRM MAP NEW LONDON COUNTY, CONNECTICUT,
ALL JURISDICTIONS, MAP NUMBER 09011 CO3 4G, EFFECTIVE DATE: JULY 18, 2011.
11. THE DRIVEWAYS MUST BE MARKED IN ACCORDANCE WITH TOWN ORDINANCE O -A-3
AS AMENDED BY ORD. 2004-6.
12. SPECIAL PERMIT APPROVAL PURSUANT TO THE PROVISIONS OF SECTION 17.20 OF THE
MONTVILLE ZONING REGULATIONS WAS GRANTED BY THE MONTVILLE PLANNING
AND ZONING COMMISSION FOR THE CREATION OF LOTS 001-001 AND 001-002 ON
JANUARY 9, 2018.
13. AN EROSION AND SEDIMENT CONTROL BOND IN THE AMOUNT OF $2,000.00 MUST BE
POSTED WITH THE TOWN OF MONTVILLE PRIOR TO THE ISSUANCE OF A ZONING PERMIT
FOR CONSTRUCTION ON EITHER LOTS 001-001 OR 001-002.
14. THE ZONING ENFORCEMENT OFFICER MUST BE CONTACTED A MINIMUM OF 24 HOURS
PRIOR To THE COMMENCEMENT OF CONSTRUCTION ON EITHER LOTS 001-001 OR 001-002.
15. THE SHARED DRIVEWAY FOR LOTS 001001 AND 001-002 MUST BE MARKED IN
ACCORDANCE WITH MONTVILLE ORDINANCE 0-A-3.
MAP REFERENCES:
1. PROPERTY SURVEY PREPARED FOR KYLE C. CHAMPAGNE & JOSEPH A. GIANGRASSO,
#423 & #437 KITEMAUG ROAD, MONTVILLE, CONNECTICUT, SCALE: 1."-50',
DATE: 8/22/17, PREPARED BY ADVANCED SURVEYS, LLC.
PASSIVE SOLAR ENERGY TECHNIQUE'S AS PRESCRIBED BY LAW HAVE BEEN
D'o
CONSIDEr-ArD IN DEVELOPMEOF THIS PL
�N OR SEAETARY
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN OR SEj&TAkY
rdminvA
HEL
j6t�
PROPOSED
UTILITY'
POLE
EX 24" TREE
(TO BE REMO'V'ED)
PROVIDE ANTI -TRACKING ENTRANCE
PAD DURING CONSTRUCTION
•
(SEE DETAIL) HELY
#7985
N/F
HOWARD R. BEETHAM, JR., ET AL
(MAP 33 - LOT 016)
ED ``` SEPTIC SYSTEM DESIGN DATA PERK RATE - 7.5 MINUTES PER INCH
_.a
4 ---- i . N/F MLSS NOT REQUIRED
WATERFORD LAND TRUST, INC.
R E
;" � • �d1 � �,, VOL. 587 PG. 810 4 EDROOM RESIDENCE REQUIRES 660 S.F.
OF
i iI t!t P 1 - (MAP 34 LOT 007) EFFECTIVE LEACHING AREA
� • T# f ``---- ? 50
SEPTIC SYSTEM SHOWN - GEOMATR.IX 6212
�
,_ _ . _. ,. tri r/, � ! 66LF x 10 - 6i60 S.F. OF LEACHING AREA :PROVIDED
v/ soQ
r>
,✓ 0
xELI
i cn
POST
IRON
f PROPOSED _ PROPOSED
BITUMINOUS CONCRETE
11 / UTILITIES 20' UTILITY �,.*
__ � ' DRIVEWAY 2,.
_.. , POLE
_...... ... _..........` .., r
c a coc,raono.c ;ce
rt . GyU
% .JJc +4iaCv>bCJ O>oOJJeb 4
PROPOSED
RCPOSED PAVEC DRIVEY. +n 16' '-
-,.
1
.I
r
SHOULDER
'
' DRIVEWAY
BASE COURSE
F�8" BASE COU
RSE
PROPOSEDDRAIN
\ I \
`,....: UTILITIES \
BITUMINOUS CONCRETE DRIVEWAY
EASEMENT FOR ACCESS & UTILITIES IN FAVOR NOT TO SCALE
OF LOT 001-00 1 OVER LOT 001-002 REQUIRED PROPOSED a� \
WELL \
+ s,[� F177H#2C.
'N/F ` TH#2A
NANCY B. ENOS ET AL I I ill PROPOSED 1n 4\
VOL. 381 PG. 829 .� 12 PT#2�I�I �� LIMITS OF \
(MAP 34 - LOT 003)
CLE.ARI-N G v
THrt2D
,
ItOPOSE
HELI TWIT ITIFS
� \
#7986 FOOTING MARSHA VENTURA
DRAIN INSTALL & MAINTAIN A CONTMOUS
i OUTLET ON, (MAP 34 - LOT 009)
LINE OF SILT FENCE (SEE DETAIL) R> C.
N/F :� � i' �
PROPOSED LCAT 001-001 \,
FAITH PADDON
I
VOL. 590 PG. 584r 1TH#3A �-~i H#AREA - 141,363.F,
(MAS' 34 - LOT 001-00A' k �`` -3.25 ACRES
r
ENGINEEF ED SEPTIC SYSTEM \ \
i
PROPOSED OT REQUIRED)i
WELL. % o PT#3 dl Iwl
. E
lis �s �sr®° I ISI
G P ,
CROSSHATCHED AREA DENOTES 135 %� .r,N I ISI PROPOSED
75 .. , TH#3C TH#3D-'� LIMITS OF
AREA TO BE CONVEYED TO ., .
CLEARING
THE TOWN OF MONTVILLE
e
E _
FOR ROAD PURPOS S IP
REI.
\
{148 S.F. }- .�
VOL.
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
DH
DRILL HOLE
MON
TEST HOLE & PERC "TEST DATA
IPIN
PERC TEST DATA
REC.
MON.
TBS
TO BE SET
TP
IRON PIPE
CB
CATCH BASIN
E
IPIN OR DH TO BE SET
TEST PITS
WITNESSED BY DAVE COUGHLIN., R,S., UNCAS HEALTH DISTRICT
PERFORMED 13Y ,ADVANCED SURVEYS, LLC - 101/21/1
{ , J0,
(10/1(1/17)
PERC #1
DEPTH - 241'
TH #1A.
PRESOAK - 8:15 - DRY AT 9:10
0"-10" TOPSOIL
4.20 - 4" 9:SO - 21"
,-
10"-21" BROWN SANDY LOAM
9:25 - 8" 9:55 - 221/2,"
10:00- 23 1/4"
4:30 -111/9:35
111/9:35
21 "-60" GREY SANDY TILL
-141/2"2" 10:0055 - 24" DRY
/
NO LEDGE, NO WATER, O MOTTLING
9:40 -17'"
N/F
i,
9:45.19 1/4"
PIETRO SCEL,FO, ET AL7
'
TH #2A
TH #213 TH #2C
TH #2D
FERC RATE - 5 MINUTES PER INCH
(MAP 33 LOT O l 1)
N/FW-7"
TOPSOIL
0"'4' TOPSOIL 0"-8" TOPSOIL
0''-8" TOPSOIL
PERK #2
i
'
: ,.
�'�` ('`�j g{� i��%'� jig
JAMES E. ORZECHOWSKI &
JAMES
y
7 " 9k
7 -21 BROWN SANDY LOAM
"I ," ,t ;�
$ -38 BROWN SANDY LO 8 -37 BROWN SANDY .LOAM
ANI
„ „
8 -29 R M
BROWN SANDY LOAM
-
DEPTH 32
LISA M. ORZEC,HOWSKI.
4�P.
VOL.$ G. 86.
�
21"-74" GREY SAND
38"-77" GREY SANT) 37"-76" GREY SAND
39"-69" GREY SAND
PRESOAK -12:40 - DRY AT 1:30
MOTTLING
N LEDGE, N WA TERN NO MOT L G
NO G t7
N O LED � AT
G]E, NOW ER NO MC►TTL:[N!�# NO LEDGE, NO WATER.. NO MOTTLING
N+(J LEI)C'rE NO WATER N4� MOTTLING
_
205 - 7 2,35 27 "
(MAP 34 -LUT 012 -GOA)
2:10 -12" 2:40 - 28 1/2"
P
4 r / �F
.. x#3937;
TH
'TOPSOIL
TH TH #3C
- - —
TH #3I
- ---
2:15 -16114" 2:45 - 291/2"
2:20-24 2:50-30
0"-5"
0't-6" TOPSOIL 0"'-7" TOPSOIL
0"-3" TOPSOIL
2:25 - 23 1l8"' 2:55 - 30 3141"
l P
20 WIDE DRAINAGE EASEMENT
,"- ""
5 24 BROWN SANDY LOAM
24"-68" GREY SAND
""- "t ",- ""
6 29 BROWN SANDY LOAM 7 27 BROWN SANDY LOAM
29"-56" GREY SAND 27"-70" GREY SAND
""- ",
3 24 BROWN SANDY' LOAM
24"-72" GREY SAND
2:30 - 25 1/4 : - ",
" 3 p0 31 I/4 DRY
FERC RATE - 8 MINUTES PER INCH
:.
V T OWN
TO BE C} EYED O HE T
D" N T
T
F MO
NO -DUE NOWATER, A E . N MOTTLING
E Et, (.?
,t
ED 56 WATER,
�.. GE NO ER N4 MOTTLING" NO LEDGE NO WATER, NO MOTTLING
o /
NO LEDGE NO WATER I`JO MOTTLING
OF MONTVILLE
�``.
PERC #3_
, �
�'' +,,,n% P `•,,�,
DEPTH - 30"
EXISTING LOT 001
MON.
PRESOAK -11:45 - DRY AT 12:45
AREA -",
80,622 S.F.
REI.
12:55 - 4" 1:25 - 211/4"
1:00-9" 1:30 - 221f2
1:85 ACRES
1:05 -13",
1:40 241/4"
CB _. _ _
-- _
,,
1 10 - 16" -
: 45 5"
_
CB ,,�
�
'
1:20 - 19"3/4" 1:50 - 25 1/2„
1.:55.261/4"
�p
r r.
\
HEL
j6t�
PROPOSED
UTILITY'
POLE
EX 24" TREE
(TO BE REMO'V'ED)
PROVIDE ANTI -TRACKING ENTRANCE
PAD DURING CONSTRUCTION
•
(SEE DETAIL) HELY
#7985
N/F
HOWARD R. BEETHAM, JR., ET AL
(MAP 33 - LOT 016)
ED ``` SEPTIC SYSTEM DESIGN DATA PERK RATE - 7.5 MINUTES PER INCH
_.a
4 ---- i . N/F MLSS NOT REQUIRED
WATERFORD LAND TRUST, INC.
R E
;" � • �d1 � �,, VOL. 587 PG. 810 4 EDROOM RESIDENCE REQUIRES 660 S.F.
OF
i iI t!t P 1 - (MAP 34 LOT 007) EFFECTIVE LEACHING AREA
� • T# f ``---- ? 50
SEPTIC SYSTEM SHOWN - GEOMATR.IX 6212
�
,_ _ . _. ,. tri r/, � ! 66LF x 10 - 6i60 S.F. OF LEACHING AREA :PROVIDED
v/ soQ
r>
,✓ 0
xELI
i cn
POST
IRON
f PROPOSED _ PROPOSED
BITUMINOUS CONCRETE
11 / UTILITIES 20' UTILITY �,.*
__ � ' DRIVEWAY 2,.
_.. , POLE
_...... ... _..........` .., r
c a coc,raono.c ;ce
rt . GyU
% .JJc +4iaCv>bCJ O>oOJJeb 4
PROPOSED
RCPOSED PAVEC DRIVEY. +n 16' '-
-,.
1
.I
r
SHOULDER
'
' DRIVEWAY
BASE COURSE
F�8" BASE COU
RSE
PROPOSEDDRAIN
\ I \
`,....: UTILITIES \
BITUMINOUS CONCRETE DRIVEWAY
EASEMENT FOR ACCESS & UTILITIES IN FAVOR NOT TO SCALE
OF LOT 001-00 1 OVER LOT 001-002 REQUIRED PROPOSED a� \
WELL \
+ s,[� F177H#2C.
'N/F ` TH#2A
NANCY B. ENOS ET AL I I ill PROPOSED 1n 4\
VOL. 381 PG. 829 .� 12 PT#2�I�I �� LIMITS OF \
(MAP 34 - LOT 003)
CLE.ARI-N G v
THrt2D
,
ItOPOSE
HELI TWIT ITIFS
� \
#7986 FOOTING MARSHA VENTURA
DRAIN INSTALL & MAINTAIN A CONTMOUS
i OUTLET ON, (MAP 34 - LOT 009)
LINE OF SILT FENCE (SEE DETAIL) R> C.
N/F :� � i' �
PROPOSED LCAT 001-001 \,
FAITH PADDON
I
VOL. 590 PG. 584r 1TH#3A �-~i H#AREA - 141,363.F,
(MAS' 34 - LOT 001-00A' k �`` -3.25 ACRES
r
ENGINEEF ED SEPTIC SYSTEM \ \
i
PROPOSED OT REQUIRED)i
WELL. % o PT#3 dl Iwl
. E
lis �s �sr®° I ISI
G P ,
CROSSHATCHED AREA DENOTES 135 %� .r,N I ISI PROPOSED
75 .. , TH#3C TH#3D-'� LIMITS OF
AREA TO BE CONVEYED TO ., .
CLEARING
THE TOWN OF MONTVILLE
e
E _
FOR ROAD PURPOS S IP
REI.
\
{148 S.F. }- .�
VOL.
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
DH
DRILL HOLE
MON
MONUMENT
IPIN
IRON PIN
REC.
RECOVERED
TBS
TO BE SET
TP
IRON PIPE
CB
CATCH BASIN
0
IPIN OR DH TO BE SET
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOTS
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
SEPTIC SYSTEM AND DRIVEWAY,
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
WITH HAYBALES OR SILT FENCE,
4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5, PRIOR TO SITEDISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION
CAN OCCUR°
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION.
7° DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING'WITH
WATER, AND IF NECESSARY THE .APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION BATE NOTES
PER 1000 S.F.
STRAW/HAY 70-90 Ibs, FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 Ibs. FREE OF COARSE MATTER
.AIR DRIED, TREAT WITH
PLANTING SCHEDULE: I2lbs NITROGEN / TON
SEEDING DATES:
APRIL 1------- JUNE 15
AUGUST 1------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
FILTER
I
FABRIC
ANGLE 100 UP SLOPE
POST FOR STABILITY ANIS
o SELF CLEANING
I ��o
COMPACTED \ �w
BACKFILL
SILT" FENCE
NOT TO SCALE
d ,,
A� f
N/FX:
JASON JONES & \
INSTALL &,MAINTAIN A CONTINUOUS N/F
' JESSICA LLORET �__ —_ -- X5 .::::�--� � LEDGE OUTCROPS , �, ,, �. CO.- LIN
VOL. SILT FENCE SEE DETAIL CENTRAL VERMONT R.R. CI
VOL. 562 PG. 457
(MAP 34 - LOT 001-OOB) . - - rf
: 135 - - - -
\\
1 n
30 , MARSH VENTURA
REC — _.__ 20"
PROPOSED LOT 001-002 (MAP 34 - LOT o l o)
AREA - 203,117 S.F.
4.66 ACRES
ENGINEERED SEPTIC SYSTEM r 1
(NOT REQUIRED)
s
N/F /
MICHAEL J. TOURANGEAU � ► -' ti,. -' NSF
VOL. 545 PG. 239 , ' --'"" WATERFORD LAND TRUST, INC.
i ( MAP 34 - LOT 004)
VOL. 587 PG. 810
MA 34 - ( P LOT (} 11 )
r
f
Igt1
- c , PROJECT NO. 17-110
j ,
DRAWN BY R.A.D.
2
DATE: 9/15/17
�5 DB SCALE: i"'=501
N/F
SET
ALBERT PI.OUELI.ETTE, JRo & � � , ° �/ OTHER LAND OF
SHEET 2 OF 2
MARION OUELLETTE LIVING TRUSTS KYLE C. CHAMPAGNE &
VOL. 602 PG. 951
JOSEPH A. GIANGRASSU'�EVISONS
(MAP 34 - LOT 0105)l,��ti®,urrrrrrl,fp�r, (SECOND TRACT)
as'CO(y�� ri 12/4/17 PER TOWN COMMENTS
(MAP 34 LOT 002)
CO
TO K THIS MAP IS SUBSTANTIALLY CORRECT
AS NOT7. ISIS P IS OT VALID WITHOUT A LIVE SIGNATURE
ANI ME' S , -SE O T E SURVEYOR HEREON.
Q®moi � • ....•••' 4 .,.
RICHA D A. DESCHAMPS L.S. 970019 DATE
r'`C
ANTI -TRACKING ENTRANCE PAD
NOT TO SCALE
1/10/18 PER APPROVAL, COMMENTS
50 25 0 50
GRAPHIC SCALE IN FEET
APPROVED BY UNCAS HEALTH DISTRICT
SIGNATURE DATE
SOIL EROSION & SEDIMENT CONTROL PLAN CERTIFIED BY THE TOWN OF
MONTVIL E PLANNING & ZO G COMMISSI
o�
CHAIRMAN OR RETARY DAT ,
SUBDIVISION PLAN
"THAMES OVERLOOK SUBDIVISION"
PREPARED FOR
KYLE C. CHAMPAGNE
JOSEPH A. GIANGRASSO
#437 KITEMAUG ROAD
MONTVILLE (UNCASVILLE), CONNECTICUT
PROPOSED IMPROVEMENTS - E & S CONTROLS
ADVANCED URVE Y LLC. N
SURVEYS,
Y V E.
25 Apple Lane, Colchester CT. 06415
Phone & Fax (560) 267-5979 S