HomeMy WebLinkAboutRevised site plan 2.17.2023LEGEN D.
99____ EXISTING CONTOUR
X 99• 1
EXIST. SPOT ELEV.
—[991--
PROPOSED CONTOUR
198•41
PROPOSED SPOT EL.
TH1
TEST HOLE
2YYY�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
i'
0
MAP 61 PCL/91
PAUL & SU'SA9
EXISTING CONDITIONS
Scale:1 "= 20'
20 50 40 50 FEET
P� NC. /
W4UL
i
1
—2 / EX. PIER +B.H.
.^ un�
S
RIVERFRONT
HARDSCAPE CALCULATIONS:
HARDSCAPE INNER RIPARIAN ZONE
EXISTING: 3,315 SF
PROPOSED: 3,283 SF
INCREASE: —32 SF
NOTE: ENTIRE SITE IS WITHIN THE INNER RIPARIAN ZONE
v C NC
WALL /
a /
�e
/
WORK LIMIT LINE
SILT FENCE
EX. PIER +B.H.
I It' Ji1) 7'7G
PROPOSED CONDITIONS
Scale:1 "= 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. CONTRACTOR TO
COORDINATE ALL UTILITY DISCONNECTS AND
RECONNECTIONS WITH APPROPRIATE VENDORS.
4. EXISTING SEPTIC LOCATION PER 11E—CARD ON FILE
WITH TOWN (FOUR BEDROOM DESIGN ELLIS&THULIN)
NO CHANGES TO SEPTIC SYSTEM PLANNED, HOUSE NO
CLOSER TO EXISTING TANK/SAS THAN EXISTING, NOTE
OVERHANG AND SONOTUBE ADJACENT EXISTING TANK.
5. WATER SERVICE APPROXIMATE PER TIE —CARD ON FILE
WITH TOWN. REPLACE IF RECOMMENDED BY WATER
DEPT.
6. EXISTING BULKHEAD, PIER RAMP & FLOAT LICENSE
#2376 IS RECORDED IN DB 7255 PG 250 AND PB 474
PGS 57+58
7. WETLAND FLAGGED BY BRAD HALL OF BLH
ENVIRONMENTAL CONSULTING ON 7-19-22.
8. NOTE EXISTING HOME FLOOR ELEVATION IS
NONCONFORMING WITH CURRENT FEMA REGULATIONS.
NEW TALLER FLOOD RESISTANT FOUNDATION REQUIRED,
WATER RESISTANT CONSTRUCTION UP TO DESIGN FLOOD
ELEVATION 13.0 NAVD88. LOWER LEVEL PARKING IN
GARAGE AND COLD STORAGE IN GROUND LEVEL ONLY,
LOWER LEVEL IS NOT HABITABLE SPACE, AND DOES
NOT HAVE PROPER HEADROOM, SO NOT CONSIDERED A
STORY FOR ZONING PURPOSES, FIRST FLOOR LIVING
SPACE IS ELEVATED ABOVE THE FLOOD ELEVATION PER
LATEST FEMA GUIDANCE AND BUILDING CODE
REQUIREMENTS. SEE BUILDING PLANS DATED 10-27-22
BY THE MZO GROUP ARCHITECTS.
9. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP
EDGES OR ROOF DRYWELLS. WASHED STONE PROPOSED
UNDER DECKS.
10. PROPOSED DWELLING LIMITED TO 3 BEDROOMS PER
ZBA APPROVAL.
11. NO INGROUND IRRIGATION ALLOWED PER CONSERVATION
APPROVAL.
ZONING SUMMARY
ZONING DISTRICT: RS-40 RESIDENTIAL DISTRICT
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 61 PARCEL 90
HOME IS WITHIN FEMA FLOOD ZONE AE EL
12 (DESIGN FLOOD EL. 13) (HIGH HAZARD
FLOOD ZONE) AS SHOWN ON COMMUNITY
PANEL #25001 CO591 J DATED 7/16/2014
LOT SIZE: 6,749 SF TO MHW
OWNER: 331 UNION STREET REALTY TRUST
JOSEPH KENNEDY, TR. 66 GARDNER ST.
HINGHAM, MA 02043
DB 34486 PG 133
PB 456 PG 27
REQUIRED
EXISTING
PROPOSED
MIN.
LOT SIZE
40,000 S.F.
6,749 S.F.
6,749 S.F.
MIN.
LOT FRONTAGE
150'
88.67'
88.67'
MIN.
FRONT SETBACK
30'
9.6,
12.3'
MIN.
SIDE SETBACK
20'
17.2'
16.0'*
MIN.
REAR SETBACK
20'
4.7'
5.0'**
MAX.
BUILDING COVERAGE
25%
35.0%
34.4%
MAX.
BUILDING STORIES
2.5
2.0
2.0
MAX.
BUILDING HEIGHT
35'
18.0,
34.3'
*EGRESS
STAIR, MAIN HOME 17.9'
**DECK,
MAIN HOME 13.2'
7c�X,v\OFM,1I&
cy
i DANIEL G�
A.
OJALA
q No. 40980
P
DANIELA.
OJALA
CIVIL
No. 46502
o �O A
�C STERN
�SS'ONAL Env\
LCI /L -Z/S/102-3
DANIEL A. OJALA, P.E., P.L.S. DATE
SITE PLAN
OF
331 UNION STREET
SOUTH YARMOUTH, MA
PREPARED FOR
MARTIN REILLY/
331 UNION STREET R.T.
DATE: DECEMBER 20, 2022
REV: FEBRUARY 3, 2023 (CON COMM & ZBA NOTES)
off 508-362-4541
I fax 508-362-9880
downcape.com
down cape engineering, iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
LICE #22- > 96 CON COMM
22-196 REILLY.DWG