HomeMy WebLinkAboutApproved Site Plan 6.23.2026MITIGATION CALCULATIONS:
UNDER TOWN OF YARMOUTH WETLAND
PROTECTION REGULATIONS SECTION 6.02
*0'-35' BUFFER
(VARIANCE REQ. &
EXISTING
PROPOSED
NET CHANGE
PROPOSED
MITIGATION AT
(S.F.)
(S.F.)
(S.F.)
MITIGATION
COMMISSIONS DISCRETION)
(S.F.)
AREA OF STRUCTURES
& POOLS
0
0
0
0
*AREA OF MINOR
STRUCTURES (DECKS &
711
711
0
0
SHEDS) & HARDSCAPE
TOTAL 0'-35'
711
711
0
0
35'-50' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(3:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
MITIGATION
(S.F.)
AREA OF STRUCTURES
& POOLS
278
278
0
0
AREA OF MINOR
STRUCTURES (DECKS &
833
833
0
0
SHEDS) & HARDSCAPE
TOTAL 35'-50'
1,111
1,111
0
0
50'-100' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(2:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
MITIGATION
(S.F.)
AREA OF STRUCTURES
& POOLS
1,512
1,512
0
0
AREA OF MINOR
STRUCTURES (DECKS &
2,978
3,149
171
342
SHEDS) & HARDSCAPE
TOTAL 50'-100'
4,490
4,661
171
342
*TOTAL REQUIRED
(0 X 3) + (0 x 3) + (171 x 2) = 342 S.F.
MITIGATION
363f S.F. PROPOSED
NOTES
1. DATUM IS NAW88
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. WETLAND FLAGGED BY KEITH JOHNSON OF BLUEFLAX DESIGN LLC. 3/13/26.
6. REFERENCE MITIGATION PLANTING PLAN BY ANDREW GARULAY 5/20/26.
LEGEN D
99 —
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL,
TH1
TEST HOLE
0
CONCRETE BOUND
UTILITY POLE
FIRE HYDRANT
OCATCH
BASIN
LIGHT POST
moo
WATER SHUT OFF
X —
FENCE
W—
WATER LINE
G
GAS LINE
-OHE
OVERHEAD ELECTRIC
— S
SEWER LINE
j4oTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DCE #21-381
GGING \ \ \ \\\
— — — — _ OFF- '- PATIO W/
COBBLE
ORDER
i A�k50
PATIO�'O:
DWELLING � e � 1 ! � ! % l . #60 P17
/ 11o.w
Y E.O.W
#4A
E.O.w
3A
PROPOSED
MITIGATION
363±SF A
#2A
,N86.05 21 E
Scale: 1 ,. = 20'
DATE DANIEL A. OJALA, P.E., P.L.S.
0 10 20 30 40 50 FEET
AO
V�
1 = M
SCALE 1 "=2000'f
E.o.W ASSESSORS MAP 59 PARCEL 136
�7A
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD & 0.2%
ANNUAL CHANCE FLOOD HAZARD) AS SHOWN
ON COMMUNITY PANEL #25001 CO587J DATED
7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
REQUIRED
EXISTING
PROPOSED
MIN.
LOT SIZE
40,000 S.F.
27,610t SF
27,610t SF
MIN.
LOT FRONTAGE
150'
82.00'
82.00'
MIN.
FRONT SETBACK
30'
131.7'
131.7'
MIN.
SIDE SETBACK
20'
7.0'
7.0'
MIN.
REAR SETBACK
20'
47.7'
47.7'
MAX.
BUILDING COVERAGE
25%
7.0%
7.6%
MAX.
BUILDING HEIGHT
35'
<35'
<35'
SITE IS LOCATED WITHIN MASS DEP ZONE 11 WELLHEAD PROTECTION
OVERLAY DISTRICT
THE SHAWCROSS TRUST
ALAN J & JULIE T SHAWCROSS, TRS
5809 WEST ROWEL RD
PHOENIX, AZ 85083
REFERENCES
DEED BOOK 36093 PAGE 295
PLAN BOOK 118 PAGE 141
PROPOSED GARAGE
SITE PLAN
OF
#60 ICE HOUSE "` AD
SOUTH YARMOUTH, MA
PREPARED FOR
ALAN SHAWCROSS
DATE: MAY 20, 2026
REV: JUNE 11, 2026 (WORK LIMIT LINE)
REV: JUNE 23, 2026 (REDUCED PROJECT TO A SHED)
I 508-362-4541
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959 Main Street (Rte 6A) DRAFTED BY: NHO/ARG
YARMOUTHPORT MA 02675 CHECKED BY:
21-381 SHAWCROSS 2026 —2.dwg