HomeMy WebLinkAboutSite PlanPROVIDE ANTI TRACKING PAD OLD.
THROUGHOUT CONSTRUCTION
PROVIDE CLEAN OUT
PROPOSED INV.=471.0
SAM.
T.F.=481.26
INV.=470.0±
FD 1'7 FM
FOOTING DRAIN OUTLET PIPE
. R" SOILD PIPE NO STONE
V),
cn 481—
r\j 0
cy) -
PROPOSED DRIVEWAY
(2" BITUMINOUS CONCRETE
OVER 8" COMPACTED
PROCESSED BASE)
APPROXIMATE LOCATION
PROPOSED SEWER SERVICE
(SEE NOTE #4)
CHESTER ROAD
PROVIDE EXPLORATORY TEST HOLE
AND CONFIRM INVERT ELEV.
PRIOR TO INSTALLATION OF FOOTING
DRAIN AND. CONSTRUCTION OF RESIDENCE
CUP
#6835
END
SEWER
LATERAL cli
S42*2234"E
l�
PROPOSED
WELL LOCATION
- ltb
PROPOSED
PROPOSED-
RESIDENCPE
GARAGE FF ELEV.
482.7 . ± 483.5
I % 0, N
Elm
PROPOSED 10'
FOOTING DRAIN
EASEMENT
FD FD
!PROPOSED- COMMON
—'FOOTING DRAIN
8"—SDR35
PROPOSED UNDERGROUND
---UTILITY SERVICE
(SEE NOTE #5)
LOT
6-3
'NOTES:
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES. "STANDARD FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC.
A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY — PROPOSED
B. BOUNDARY DETERMINATION CATEGORY: RESURVEY EXISTING BOUNDARY
C. HORIZONTAL ACCURACY: CLASS A-2
TOPOGRAPHIC ACCURACY: T-2
D. INTENT: BASE MAP/SITE PLAN
2. TOPOGRAPHY ESTABLISHED BY TOTAL TECHNOLOGY, INC.
3. ALL EXISTING UTILITIES TO BE ACCURATELY MARKED PRIOR TO CONSTRUCTION. CALL BEFORE
YOU DIG: 1-800-922-4455.
4. FINAL SEWER SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY.
5. FINAL UNDERGROUND UTILITY SERVICE LOCATION AND INSTALLATION TO BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
6. PROPOSED RESIDENCE AND ON SITE WELL TO BE STAKED BY A LICENSED SURVEYOR.
7. LOT AREA= 20,289 +/— S.F.
8. NO ACTIVITY IS PERMITTED EITHER WITHIN THE WETLANDS OR WETLAND BUFFER WITHOUT PRIOR
APPROVAL OF THE MONTVILLE INLAND WETLANDS OFFICER.
MAP REFERENCE:
DOLBEARE MEADOWS PHASE 1, OLD 'COLCHESTER ROAD,MONTVILLE, CONNECTICUT, TOTAL TECHNOLOGY, INC.
PROVIDE CONTINUOUS SLOPE OF
HAY BALES ON SILT FENCE
THROUGHOUT CONSTRUCTION
(SEE NOTE #8)
—482
TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
CORRECT AS NOTED OR DEPICTED HEREON.
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#59 MORE OR LESS
--- - --- S.F. SQUARE FEET
#58
1\ P--=�� PROPOSED SEWER
#59
E/T/C PROPOSED ELECTRIC, TELEPHONE, CABLE
7
#56
PROPOSED WATER
% FD FD PROPOSED FOOTING DRAIN
T