HomeMy WebLinkAboutSite PlanMAP IZI PARCEL 66
MARY A CZAJKOWSKI
DB 29260 PG 287
EXISTING CULVERT
EOp`
REMOVE
BOULDER
6"SCH80
EQUALIZER
PIPE— INVERT
LEVEL AT 11.5
MAP 122 PARCEL 25
WILLIAM J BE D TR
sea DB 23344 PG 16
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s
J
MAP 22 PARCEL 3
TOWN F YARMOUTH
DB 1203 PG 214
BVW 3
C
31
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sea )
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T\. 7 1�
Op .CO\off
q
•\mm.
11.05' (pup, 'pAD
\ C)
We
GAS
24" DN.
WATER
MAI N
12'
Zi
12" P120CESSED GRAVEL BASE 00 ELECTRIC -
3/4" DENSE GRADED (3/4 PROCESS) CABLE
PHONE
COMPACT WITH VIBRATORY ROLLER CONDUIT
NOTE: PROCESSED GRAVEL TO BE PLACED IN 6" LIFTS,
AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D)
389s• NOTES
1. DATUM IS NAVD88
� 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
/ \,• BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
/ �`°' •\.., 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
/ ••.�•• DIGSAFE (1-888-344-7233) AND VERIFYING THE
/ LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PLAN OF
/ OO •� PRIOR TO COMMENCEMENT OF WORK.
p LOCATED AT
�12' WIDE`''
PERVIOUS
GRAVEL
SURFACE
EXISTING
DRIVEWAY
0
o�
I MAP 122 PARCEL 23
I YARMOUTH
CONSERVATION TRUST
I
Scale:1 "= 20'
0 10 20
BENCHMARK:
CBDH ELEVATION
=13.6 NAVD88
30 40 50 FEET
A
DANIEL A. OJALA, P.L.S.
YARMOUTH PORT, MA
PREPARED FOR
DAVID SWIFT
DECEMBER 16, 2016
off 508-362-4541
fax 508-362-9880
downcape.com
T 0
down capLP a in«rift
ci vil engineers
land surveyors
939 Main Street ( R to 6A)
YARMOU THPOR T MA 02675
05-003 SWIFT.dwg