HomeMy WebLinkAboutExisting Conditions Plan 7.8.2026LEGEND
99 --- EXISTING CONTOUR
X 99• 1 EXIST. SPOT ELEV.
—[99]-- PROPOSED CONTOUR
198.4] PROPOSED SPOT EL.
m1
{
TEST HOLE
CONCRETE BOUND
UTILITY POLE
Y,
FIRE HYDRANT
OCATCH
BASIN
LIGHT POST
y'Oa
WATER SHUT OFF
— X — FENCE
— W — WATER LINE
G GAS LINE
— OHE — OVERHEAD ELECTRIC
S SEWER LINE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
BASS \
J DCE #26-078
i
0
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 (811) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE —CARD ON FILE
WITH TOWN.
/ /•/ 11111111111117
ABUTTER
WALAININC/J
/
/
�Icb / � /
Af
/. LOT 45
18,727t SF
UPLAND
`I I IIIIIIIIIIII I I I � ,(� o
IIIIIII III �i I I o°
I'• i�lli�lil I � � m
l u l l V W
�;;'/li Ili �� •I ; �'I �I ► ,'CN
i
rNU/.
V I
Scale:1 "= 20'
0 10 20 30 40 50 FEET
I �
/MEAN HIGH/
WATER
EL. 1.5
1 �
I I
I
LOCUS MAP
SCALE 1 "=2000't
ASSESSORS MAP 70 PARCEL 82
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL
12) & FLOOD ZONE X (AREA OF MINIMAL
FLOOD HAZARD) AS SHOWN ON COMMUNITY
PANEL #25001 CO591 J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING COVERAGE
25%
MAX.
BUILDING HEIGHT
35'
SITE IS NOT LOCATED WITHIN MASS DEP ZONE it WELLHEAD
PROTECTION DISTRICT
OWNER OF RECORD
KARLEEN M & ROBERT E OBERTON, JR
9 ROSS LANE
MIDDLETON, MA 01949
REFERENCES
LC DOC: 1510859
LC CERT#:237266
LC PLAN 22604—A
EXISTING CONDITIONS
SITE PLAN
OF
#4 RIVER DRIVE
SOUTH YARMOUTH, MA
PREPARED FO
R
KARLEEN OBERTON
DANIEL N
A.
OJAI_A
No.40980
e�
�'uFsSko�' Q
/6 SURVE (a
DATE DANIEL A. OJALA, P.E., P.L.S.
J U LY 8, 2026
' 508-362-4541
downcape.com
doWO ca.Ve engineering, MC.
civil engineers
land surveyors
939 Main Street (Rte 6A)
YARMOUTHPORT MA 02575
SURVEY: NHO
DRAFTED BY: NHO/ARG
CHECKED BY: A
E
26-078 OBERTON 2.dwg