HomeMy WebLinkAboutSite Plan (2)lk
LOT
6--1
EXIST. CONTOUR
481 PER REFERENCE MAP
PROPOSED 48_ PROPOSED CONTOUR
WELL LOCATION ` PER REFERENCE MAP
WLF WETLAND FLAG
G•c1 /
MORE OR LESS
... S.F. SQUARE FEET
PROVIDE CONTINUOUS SLOPE OF #58 P . , . _ PROPOSED SEWER
HAY BALES ON SILT FENCE
THROUGHOUT CONSTRUCTION BG / E,/T/C PROPOSED ELECTRIC, TELEPHONE, CABLE
(SEE NOTE #8)1p� \11#57
ti� _ ` #w PROPOSED WATER
FD FD — PROPOSED FOOTING DRAIN
x_481— 20 0 20 40
SCALE: 1 "=20'
LA Enwinssrs,,. Inc.
CIVIL. STRUCTURAL -,,SURVEYING
482
317 Main Street N® ch, Connecticut
FooDrain Revisiona� (860) 866-1966 Fax (660) 886-9165
\ ® No. Date Revision e --mail: ClAengraOaol.com
8118
��01tO�Ea!°1$ea9�� �06�,%� 20'� Project No.
C®�
�!�
°'; �a. 0 ��� • LOU GAEDT — — — — — LOT' CIA -3153
4�C�;, C� % Proj, gnai lm eer
� � " .� � � � /. / J.F.M. ME"WS
'15
t4o.17387 10 KNOWLEDGE AND BELIEF THIS PLAN IS DOWEAVE
Date:
SUBSTANTIALLY OLD T
S z/z/o4
r'••��cN9`�' CT AS NOTED 0 EPICTED HEREON. MONTVI.M CT
Sheet No.
a��na!arEmarn�' ,
J ES F. McNALLY, JR., S. #17387 DATE
SITE N
NOTES:
L®
.
LCHESTER
PROVIDE ANTI RACKING
PAD
'. THIS SURVEY. AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH .SECTION 20-300b-1
THROUGHOUT ONSTRUCTION
,/
PROVIDE :EXPLORATORY HOLE
THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARD FOR SURVEYS
.TEST
AND CONFIRM INVERT .EL1/.
AND MAPS IN THE STATE OF -CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
PRIOR TO INSTALLATION OF FOOTING
OF LAND SURVEYORS, INC.
PROVIDE CLEAN OUT f
,`,-
DRAIN AND CONSTRUCTION OF RESIDENCE
PROPOSED INV.=471.0
�a
A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY -- PROPOSED
B. BOUNDARY DETERMINATION CATEGORY: RESURVEY EXISTING BOUNDARY
T.F.=481.26
' w Ltrt ��.
\ SIGN CUP
''"'
C. HORIZONTAL ACCURACY: CLASS A-2
INV -470.0±
#683s
--�
TOPOGRAPHIC ACCURACY: T-2
D. INTENT: WEMAP/SITE PLAN
FD
FS
—"
END
S42.22 34 E 100.00'
2. TOPOGRAPHY ESTABLISHED BY CLA ENGINEERS, INC.
SEWER
LAS.
3. ALL EXISTING UTILITIES TO BE ACCURATELY MARKED PRIOR TO CONSTRUCTION, CALL. BEFORE
x¢82
YOU DIG: 1-800--922-4455.
FOOTING DRAIN OUTLET PIPE
cn
,`%
,rn
�
4. , F1NAi_ S ER SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH THE
"
6 SOILD PIPE NO STONE
'�
_
�
'® `� P.
PROPOSE CtOOMMON
REQUIREMENTS OF THE MONTViLLE WATER POLLUTION CONTROL AUTHORITY.
i
W
cn \48r—
a W ®
FOOTING DRAIN
12--SDR35
_ 5. FINAL - UNDERGROUND UTILITY SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
PROPOSED :DRIVEWAY
\
fi. PROPOSED RESIDENCE AND ON .SITE WELL TO BE STAKED BY A LICENSED SURVEYOR.
(2" BITUMINOUS CONCRETE !
OVER 8" COMPACTED
7.UNDERGROUND 7. LOT AREA= 20,289 +/-- S.F.
PROCESSED BASE)
- ...:� �.... _.... �.
\
UTILITY SERVICE
..
(SEE NOTE #5)
8. NO ACTIVITY IS PERMITTED EITHER WITHIN THE WETLANDS OR WETLAND BUFFER WITHOUT PRIOR
_
APPROVAL OF THE MONTVILLE INLAND WETLANDS OFFICER.
APPROXIMATE LOCATION
PROPOSED
.PROPOSED
RESIDENCE cv
48,
PROPOSED SEWER SERVICE
GARAGE
FF ELEV.
(SEE NOTE #4)
482.7E
I
483.5
LOT
6—MAP.
REFERENCE:
r,.
DOLBEARE MEADOWS " PHASE I,,OLD COLCHESTER ROAD,MONTVILLE, CONNECTICUT, TOTAL TECHNOLOGY, INC.
LOT
6--1
EXIST. CONTOUR
481 PER REFERENCE MAP
PROPOSED 48_ PROPOSED CONTOUR
WELL LOCATION ` PER REFERENCE MAP
WLF WETLAND FLAG
G•c1 /
MORE OR LESS
... S.F. SQUARE FEET
PROVIDE CONTINUOUS SLOPE OF #58 P . , . _ PROPOSED SEWER
HAY BALES ON SILT FENCE
THROUGHOUT CONSTRUCTION BG / E,/T/C PROPOSED ELECTRIC, TELEPHONE, CABLE
(SEE NOTE #8)1p� \11#57
ti� _ ` #w PROPOSED WATER
FD FD — PROPOSED FOOTING DRAIN
x_481— 20 0 20 40
SCALE: 1 "=20'
LA Enwinssrs,,. Inc.
CIVIL. STRUCTURAL -,,SURVEYING
482
317 Main Street N® ch, Connecticut
FooDrain Revisiona� (860) 866-1966 Fax (660) 886-9165
\ ® No. Date Revision e --mail: ClAengraOaol.com
8118
��01tO�Ea!°1$ea9�� �06�,%� 20'� Project No.
C®�
�!�
°'; �a. 0 ��� • LOU GAEDT — — — — — LOT' CIA -3153
4�C�;, C� % Proj, gnai lm eer
� � " .� � � � /. / J.F.M. ME"WS
'15
t4o.17387 10 KNOWLEDGE AND BELIEF THIS PLAN IS DOWEAVE
Date:
SUBSTANTIALLY OLD T
S z/z/o4
r'••��cN9`�' CT AS NOTED 0 EPICTED HEREON. MONTVI.M CT
Sheet No.
a��na!arEmarn�' ,
J ES F. McNALLY, JR., S. #17387 DATE
SITE N