HomeMy WebLinkAboutSite PlanY
41—ox WOOD PO TS
AT 1 FABRIC
SILT FENCINC
B A C KF ILl'-
EXCAVATE
1000
NATIVE
CL&P
IRON ROD 2559
RECOVERED
J)
o
I CONNECTION TO SEWER MANHOLE AND ROADWAY REPAIR
TO BE IN ACCORDANCE WITH TOWN OF MONTVILLE
WATER POLL' TION CONTROL AUTHORITY AND PUBLIC
WORKS DEPARTMENT.
IRON PIPE
IN CONPRETE
1v
R EC' 0V'E'REI -
V SM H
CB0
41100
LEGEND
a--- SILT FENCE TO BE INSTALLED
PR C) RQ S ED 0
OSED,\,\
1 0 a
NATIONEX A, OR
BUILDING SETBACK LINE WELL%,. kA
250 ISTING CONTOUR ELE
OTTR ELEVATION 0PROPOSEDCONTJLE
11 - TBSXx
PROPOSED SPOT ELEVATION 0 0F2
c C
f.
MARKER TO BE SET #3 9-0 hAPLE AVE N UTBS ....... . 58
LOT AREA,:
1\0
45 SQ. F7. 08§
X,
IRON PIPE/'
to RECOVERS
IRON PIPE
RECOVERED N,
t'K --
A
rl
ro
LA
TBS
69
IRON ROD
RECOVEREl_IRON PIPE
RECOVERED
S,
P5,
7
S 72* --- 5l'-28" W
18.40,
0
lu)
TIA
ly-
C)
7
PARCEL TO BE CONVEYED TO AND COMBINED WITH { _
ADJOINING PROPERTY OF THOMAS GARBAll AT 390 MAPLE AVE.
E 0 1 IRON PI E
RECOVERED
Ll rI-l. NO./ 832
0 0 40
FTErl"
GRAPHIC SCAI'l,
MAP REFERENCE:
1. "PROPERTY BOUNDARY SURVEY SHOWING PROPERTY LINE REVISIONS LAND OF 1-01,S G. MORICH &
CARL. ALTON GETCHELL AND THOMAS GARBATI, #376 & #390 MAPLE AVENUE, (Jw.,ASVILLE, CT
ZONE: R40, SCALE: 1"=20', OCTOBER, 2002, BRIAN E. SITTY, LAND SURVEYOR"
12" BANK RUN GRAVEL
T()P SIZE STONE = "
4" BITUMANU=S
CONC P AVEMENT
sLoFE 4
17 MIN
H 0
MIN 12' WIDE FROM ROAD TO FRONT PROPERTYLINE
TYPICAL DRIVEWAY CONSTRUCTION
E_XCAVATE TOPSOIL AND ORGANIC MATERIAL, GRADE AND COMPACT
SUBGRADE, BACKFILL UP TO BASE WITH BANk RUN GRAVEL
COMPACT GRAVEL WITH 5 TON VIBRATORY ROLLER TO 9-5% OF
DRY DENSITY, APPLY 4!" BITUMINOUS CONCRETE PAVEMENT
CROWN FINISH GRADE TO A SLOPE OF 1/2" PER FOOT
N OTES
1. THIS SITE PLAN IS VALID ONLY UPON COMPLETION OFT CONVEYANCE OF THE CROSS—HATCHED
PARCEL SHOWN (SEE MAP REFERENCE 1). NO WORK SHAL, TAKE PLACE ON THE SUBJECT PARCEL
UNTIL SAID CONVEYANCE IS MADE.
2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY
EARTHWORK ON SITE.
3. THERE ARE NO APPARENT INLAND WETLANDS ON THE SITE.
4. THE PROPOSED HOUSE IS TO BE SERVED BY MUNICIPAL SEWER AND ON SITE WELL.
a
NOWay 2002 BRIAN E. S M. L.L.S.
THESE - DRAWINGS ARE THE PR
lOPERT
Y OF
THE ENGINEER/SURVEYOR AND ARE NOT
TO BE ALTERED, MODIFIED, OR DUPLICATED
IN ANY WAY WITHOUT T+ -IE EXPRESS
WRITTEN CONSENT OF THE ENGINEER,,.'
SURVEYOR.
PROPERTY BOUNDARY, SITRVEY
AND
T E 1" _LANN
IA, N D 0 14'
T110MAS GARDATI
ZONE: R4 -O
390MAJILE A TNUE UNCA-SVILLE, CT
0
Tk
0
0 0 40
FTErl"
GRAPHIC SCAI'l,
MAP REFERENCE:
1. "PROPERTY BOUNDARY SURVEY SHOWING PROPERTY LINE REVISIONS LAND OF 1-01,S G. MORICH &
CARL. ALTON GETCHELL AND THOMAS GARBATI, #376 & #390 MAPLE AVENUE, (Jw.,ASVILLE, CT
ZONE: R40, SCALE: 1"=20', OCTOBER, 2002, BRIAN E. SITTY, LAND SURVEYOR"
12" BANK RUN GRAVEL
T()P SIZE STONE = "
4" BITUMANU=S
CONC P AVEMENT
sLoFE 4
17 MIN
H 0
MIN 12' WIDE FROM ROAD TO FRONT PROPERTYLINE
TYPICAL DRIVEWAY CONSTRUCTION
E_XCAVATE TOPSOIL AND ORGANIC MATERIAL, GRADE AND COMPACT
SUBGRADE, BACKFILL UP TO BASE WITH BANk RUN GRAVEL
COMPACT GRAVEL WITH 5 TON VIBRATORY ROLLER TO 9-5% OF
DRY DENSITY, APPLY 4!" BITUMINOUS CONCRETE PAVEMENT
CROWN FINISH GRADE TO A SLOPE OF 1/2" PER FOOT
N OTES
1. THIS SITE PLAN IS VALID ONLY UPON COMPLETION OFT CONVEYANCE OF THE CROSS—HATCHED
PARCEL SHOWN (SEE MAP REFERENCE 1). NO WORK SHAL, TAKE PLACE ON THE SUBJECT PARCEL
UNTIL SAID CONVEYANCE IS MADE.
2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY
EARTHWORK ON SITE.
3. THERE ARE NO APPARENT INLAND WETLANDS ON THE SITE.
4. THE PROPOSED HOUSE IS TO BE SERVED BY MUNICIPAL SEWER AND ON SITE WELL.
a
NOWay 2002 BRIAN E. S M. L.L.S.
THESE - DRAWINGS ARE THE PR
lOPERT
Y OF
THE ENGINEER/SURVEYOR AND ARE NOT
TO BE ALTERED, MODIFIED, OR DUPLICATED
IN ANY WAY WITHOUT T+ -IE EXPRESS
WRITTEN CONSENT OF THE ENGINEER,,.'
SURVEYOR.
PROPERTY BOUNDARY, SITRVEY
AND
T E 1" _LANN
IA, N D 0 14'
T110MAS GARDATI
ZONE: R4 -O
390MAJILE A TNUE UNCA-SVILLE, CT