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FLOOR PLAN 0rY-'%0SED
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E G E N D:
E)aSTING WALL TO BE REMOVED
PROPOSED NEW WALL
E)CISTING WALL
2'12'15'-0" POLE
4' HT. WIRE BACKING
4' HT. FILTER FIBER
BUT*
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NO SCALE
NO SCALE
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to
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CONIC. AND Li (x
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I N F A T 10 N
=XX -=X-- PROPOSED COUNTOURES
XXX EXISTING COU Nl'OUR ES
F.R. XXX NEW OR REQUIRED POINT ELEVATION
SETBACK LINE
TO BE REMOVED
N O IT E S
SITE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES
AND LOCAT 'ON OF' EXISTING BUILDINC;S WERE TAKEN FROM DRAWINGS
SUBMITED I -OR VARIANCE REQUEST DATED NOVEMBER 24, 1993$
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IRON POST
(PAINTED WHITE)
oo�
BY
"N C' K, C' 0 AL KI n T
1. DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION.
2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE
THE POST 1.5 FEET INTO THE GROUND.
799
LAY THE BOTTOM 6 OF FABRIC IN THE TRENCH TO PREVENT UNDERMINING
AND BACKFILL.
4. INSPECT AND REPAIR BARR'ER AFTER HEAVY RAINFALL.
5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF
ONE FOOT BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA
WHICH IS NOT REGULATED 1_3Y THE INLAND WETLANDS COMMOSSION.
6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. OR AS NEEDED.
LAND DISTURBANCE IS TO BE KEPT TO A MINIMUM.
2. RESTABILIZATION SHALL BE SCHEDULED AS SOON AS PRACTICAL.
3. GRADING AREAS -0 BE LOAM�I_"D AND SEEDED AS SOOM AS POSSIBLE
AFTER CONSTRUCTION WORK IS COMPLETED.
THE EROSION AN) SEDIMENT CONTROL MEASURES SHOWN SHALL
BE CONSIDERED AS MINIMUM REQUIREMENTS. ADDITIONAL MEASURES
MAY BE REQUIRED A: DIRECTION OH THE TOWN STAFF.
5. THE CONTRAC_0;; SHALL STAKE ALL GRADIDING LIMITS PRIOR TO
INITIATING C; - EA ' F ' ING ACTIVITIES ON THE SITE.
6. ALL DISTURBED AREAS SHALL BE PROTECTED WITH A MINIMUM VEGETATION COVER
?.
7
ALL CONSTRUCTION T I
�_,l ON TRAFFIC SHALL ENTER AND LEAVE BY THE DESIGNATED ENTRANCE.
8. THE CONTRACUr- SHALL PLAN ALL LAND DISTURBING ACTIVITIES IN A
MANNER AS `O MINIMIZE THE EXTENT OF THE DISTURBED AREAS WHILE
ALLOWING PROP.R DEVELOPMENT OF THE SITE. DURING CONSTRUCTION
AS SMALL AN AREA OF SOIL AS POSSIBLE SHOULD BE EXPOSED FOR
AS SHORT A ` IkE. AS POSSIBLE.
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114
0
0
REQUIRED
�
PROVIDED
EXISTING ZONE
R-20
0 u
LOT AREA
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20,000 SQ.FT.
SQ.FT.
BUILT UP AREA (EXIST.)
Q
_20,900
2,750 SQ.FT.
BUILT UP AREA PROPOSED
��
120
SQ.FT.
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TOTAL BUILT UP AREA
2870 SQ.FT.
MAXIMUM HEIGHT
o0
35'--0,?
20'-0''
YARDS: FRONT
40'-0"
EXIST.
SIDE
155_091
99-615
REAR
409_0991
60 1_0)9
PARKING
TOWN
STATE
PRIVATE
SEWAGE DISPOSAL
xxx
WATER DOMESTIC
xxx
OTHER
STORM DRAINAGE
xxx
BUILDING / STRUCTURE
INFORMATION
TWO-FAMILY DWELLING
TYPE OF CONSTUCTION
WOOD FRAME
N 0 T E S
GRANTED A 25'-021 LOT FROTAGE AND A 5.5' SIDE YARD
VARIANCE TO WILFERD J. BELLEFLEUR TO ALLOW DIVISION
OF PROPERTY LOCATED AT 103 FOR SHANTOK ROAD,
MONTVILLE, CT. SHOWN ON ASSESS OR,S MAP 104 LOT 23
SECTIONS 9.5, 9.6.2. 93.20
E s
L E ("I" E
N D
EXISTING STRUCTURES
=XX -=X-- PROPOSED COUNTOURES
XXX EXISTING COU Nl'OUR ES
F.R. XXX NEW OR REQUIRED POINT ELEVATION
SETBACK LINE
TO BE REMOVED
N O IT E S
SITE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES
AND LOCAT 'ON OF' EXISTING BUILDINC;S WERE TAKEN FROM DRAWINGS
SUBMITED I -OR VARIANCE REQUEST DATED NOVEMBER 24, 1993$
momomm"m Q * masomm" 0 swompasommomon 9 owmammummoomom 0 ownwommumormom 0 sowalmErmowl"Nomp awwmmmfimw�_ MMwwmmwffmwmm 4
"1Z
IRON POST
(PAINTED WHITE)
oo�
BY
"N C' K, C' 0 AL KI n T
1. DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION.
2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE
THE POST 1.5 FEET INTO THE GROUND.
799
LAY THE BOTTOM 6 OF FABRIC IN THE TRENCH TO PREVENT UNDERMINING
AND BACKFILL.
4. INSPECT AND REPAIR BARR'ER AFTER HEAVY RAINFALL.
5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF
ONE FOOT BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA
WHICH IS NOT REGULATED 1_3Y THE INLAND WETLANDS COMMOSSION.
6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. OR AS NEEDED.
LAND DISTURBANCE IS TO BE KEPT TO A MINIMUM.
2. RESTABILIZATION SHALL BE SCHEDULED AS SOON AS PRACTICAL.
3. GRADING AREAS -0 BE LOAM�I_"D AND SEEDED AS SOOM AS POSSIBLE
AFTER CONSTRUCTION WORK IS COMPLETED.
THE EROSION AN) SEDIMENT CONTROL MEASURES SHOWN SHALL
BE CONSIDERED AS MINIMUM REQUIREMENTS. ADDITIONAL MEASURES
MAY BE REQUIRED A: DIRECTION OH THE TOWN STAFF.
5. THE CONTRAC_0;; SHALL STAKE ALL GRADIDING LIMITS PRIOR TO
INITIATING C; - EA ' F ' ING ACTIVITIES ON THE SITE.
6. ALL DISTURBED AREAS SHALL BE PROTECTED WITH A MINIMUM VEGETATION COVER
?.
7
ALL CONSTRUCTION T I
�_,l ON TRAFFIC SHALL ENTER AND LEAVE BY THE DESIGNATED ENTRANCE.
8. THE CONTRACUr- SHALL PLAN ALL LAND DISTURBING ACTIVITIES IN A
MANNER AS `O MINIMIZE THE EXTENT OF THE DISTURBED AREAS WHILE
ALLOWING PROP.R DEVELOPMENT OF THE SITE. DURING CONSTRUCTION
AS SMALL AN AREA OF SOIL AS POSSIBLE SHOULD BE EXPOSED FOR
AS SHORT A ` IkE. AS POSSIBLE.
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