HomeMy WebLinkAboutSite Plan 2.20.2026LEGEND
— 99 --
EXISTING CONTOUR
X 99. r
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
C�
CONCRETE BOUND
GAS METER
ELEC. METER
®
CATCH BASIN
LIGHT POST
4Oa
WATER SHUT OFF
X
FENCE
— W
WATER LINE
G
GAS LINE
oHE —
OVERHEAD ELECTRIC
--------
SEPTIC
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
IDCE #24-301
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
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.
5. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP
EDGES OR ROOF DRYWELLS.
6. FEMA FLOOD RESISTANT FOUNDATION DESIGN AND
COMPLIANT GRADING FOR CRAWLSPACE REQUIRED.
LOCUS MAP
SCALE 1"=2000't
0 o�'
4 Q, - �
Cb
c 4
o
z
Q-
A ft. Rd. pr.
Shore
•�o,�� South
00
�o Nantucket
Sound
ASSESSORS MAP 26 PARCEL 62
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL.11)
AS SHOWN ON COMMUNITY PANEL
#25001 C0589J DATED 7/16/2014
DESIGN FLOOD ELEVATION = 13
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
REQUIRED
EXISTING
PROPOSED
MIN.
LOT SIZE
25,000 S.F.
8,899 S.F.
8,899 S.F.
MIN.
MIN.
LOT FRONTAGE
FRONT SETBACK
150'
30'
172.89'
29.5'
172.89'
29.5' (30.3' ADD..)
MIN.
SIDE SETBACK
15'
12.5'
12.5' (16.3' ADD.)
Q
MIN.
REAR SETBACK
20'
N/A
N/A
MAX.
BUILDING COVERAGE 25%
17.6%
23.0%
MAX.
BUILDING HEIGHT
35'
18.4'
27.8'
0
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No. 46502 o No. 40980
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DATE DANIEL A. OJALA, P.E., P.L.S.
SITE PLAN
OF
PREPARED FOR
LUKE TILLONA
DATE: FEBRUARY 20, 2026
508-362-4541
downcape.com
down cope en7ineefing, ift.
civil engineers
land surveyors SURVEY: QAH
939 Main Street (Rte 6A) DRAFTED BY: DEG
YARMOUTHPORT MA 02675 CHECKED BY: 000
24-301 TILLONA.DWG