HomeMy WebLinkAboutSite Plan 9.2024fire- iS
1. DATUM IS NAVD88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
10 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. 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.
11. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
13. EXISTING SEPTIC LOCATION PER TIE —CARD ON FILE
WITH TOWN. THE SYSTEM IS NOT DESIGNED FOR
VEHICLE LOADING AND SHOULD BE AVOIDED BY ANY
AND ALL CONSTRUCTION VEHICLES.
LOCUS MAP
SCALE 1 "=2000't
ASSESSORS MAP 22 PARCEL 435
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11)
AS SHOWN ON COMMUNITY PANEL
#25001 CO588J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-25
DISTRICT
REQUIRED:
EXISTING:
PROPOSED:
MIN.
LOT SIZE
25,000 S.F.
7,000 S.F.
7,000 S.F.
MIN.
LOT FRONTAGE
150'
50'
50'
MIN.
FRONT SETBACK
*20.45'
30.8'
23.1'
MIN.
SIDE SETBACK
15'
5.9'
5.9'
MIN.
REAR SETBACK
20'
25.3'
25.3'
MAX.
BUILDING COVERAGE
25%
22.7%
24.4%
MAX.
BUILDING HEIGHT
35'
18.7'
22.7'
1203.3 AVERAGE OF ABUTTING SETBACKS (27+13.9/2) = 20.45'
pyF °°
REMOVE \ °°
EXISTING SHED oyF tiF QOZ
0* 0 Q } /
O
s
LEGEND ��e��% _ p <;23'� ��
EXISTING CONTOUR \ py 6
1 EXIST. SPOT ELEV.
PROPOSED CONTOUR _ oyF F \o HOF Mg SITE PLAN
PROPOSED SPOT EL. 2�,,. \ `'/ nA c! \fc ��`��T/�4- OF
CONCRETE BOUND
WATER SHUT OFF
G GAS LINE
OHE OVERHEAD ELECTRIC
— S SEWER LINE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DCE ##20-236
Scale: 1 "=10'
0 5 10 15 20 25 FEET
#75 MASSACHUSETTS AVE
WEST YARMOUTH, MA
PREPARED FOR
SCOTT MCKEON
DATE: SEPTEMBER 3, 2024
./ off 508-362-4541
fax 508-362-9880
{1 downcape.com
,� Ild0WN cope engineering, inc.
.„ civil engineers
land surveyors SURVEY: QAH
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) DRAFTED BY: CJF
YARMOUTHPORT MA 02675 CHECKED BY: .0�k
20-236 SCOTT MCKEON 2024.DWG