HomeMy WebLinkAboutSite PlanNOTES
EXISTING CONDITIONS
DEC
DCE ##21-457
Scale:1 "= 20'
mm-
2J 3 ; 50 FEET
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
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE —CARD ON FILE
WITH TOWN. SYSTEM TO REMAIN.
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. NO FILL
IS PROPOSED.
7. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
�ILFI�
BENCHMARK 14)��
STONE BOUND
EL. = 12.9'
PROPOSED CONDITIONS
OF M1,Ss9
DANIEL
A. a
OJALA
No 40960
.o
e-
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 34 PARCEL 15
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 11)
AND ZONE X (AREA OF MINIMAL FLOOD HAZARD)
AS SHOWN ON COMMUNITY PANEL #25001 CO589J
DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
REQUIRED
EXISTING
PROPOSED
MIN.
LOT SIZE
25,000 S.F.
18,325 S.F.
18,325 S.F.
MIN.
LOT FRONTAGE
150'
264.98'
264.98'
MIN.
FRONT SETBACK
30,
0'
34.7'
MIN.
SIDE SETBACK
15'
10.9'
17.3'
MIN.
REAR SETBACK
20'
N/A
N/A
MAX.
BUILDING COVERAGE
25%
30.7%
24.5%
MAX.
BUILDING HEIGHT
35'
<35'
28.9'f
*NOTE: CRAWLSPACE SLAB ELEVATION ABOVE EXISTING SAS ELEVATION
IN OF OF M,4S.,
DANIELA. y�N
OJALA
CIVIL
No. 46502
I S T E�
n
DATE DANIEL A. OJALA, P.E., P.L.S.
SITE PLAN
OF
#137 RUN POND ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
JACOB SIMMONS
DATE: JANUARY 11, 2023
off 508-362-4541
I fax 508-362-9880
downcape.com
NOW cape eagineefiag, iae.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02575
21-457 SIMMONS.DWG