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YARMOUTH NEW CHURCH
2g j PRESERVATION
FOUNDATION
BUILDING
2° REAR DOORSILL EL.=29.1' X
TOP OF STONE FNDN = 39.6' U'
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EXISTING SIGN
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PROPOS
SIGN
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LEGEND
99 ` EXISTING CONTOUR
X 99.
EXIST. SPOT ELEV.
--1 991--
PROPOSED CONTOUR
[98.41
PROPOSED SPOT EL,
TH1
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS AVAILABLE
3. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
5. EXISTING SEPTIC SYSTEM IS SHOWN BASED ON
THE ASBUILT ON FILE AT THE HEALTH
DEPARTMENT.
Route 6,4
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LOCUS MAP
YARMOUTH ASSESSOR'S MAP 122 PCL. 62
REFERENCES
REFERENCE: DB 480 PG 564
YARMOUTH ASSESSOR'S MAP 122 PCL. 62
REFERENCE: PB 92 PG 41
OWNER OF RECORD
LOCUS
Q
YARMOUTH NEW CHURCH PRESERVATION FOUNDATION, INC.
PO BOX 237, YARMOUTHPORT, MA 02675
ADDRESS: #266 MAIN STREET, YARMOUTHPORT, MA 02675
" ` SITE PLAN
YARMOUTH NEW CHURCH
34 � � PRESERVATION FOUNDATION, INC.
6A
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Scale: 1 "= 20
0 10 20 30 40 50 FEET
OF IV
DANIEL 6
A.
OJALA
40080
#266 MAIN STREET
YARMOUTHPORT, MA
SCALE: 1 = 20' DATE: 5-23-22
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
Cl VIL ENGINEERS
LAND SUR VEYORS
939 Main Street — YARMOU THPOR T, MASS.
DCE# 07-098
DATE DANIEL A. OJALA, P.L.S., P.E.
07-098 HCP SiTE.DWG
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