HomeMy WebLinkAboutDecision 4804LEGEND-
EGEND99
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
{
LOT SIZE
TEST HOLE
2�
SLOPE OF GROUND
I0,
UTILITY POLE
TXFIRE
TX
HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DCE #18-230
EXISTING DWELLING TO BE
RECONSTRUCTED ON NEW —
FLOODZONE COMPLIANT
FOUNDATION _
TOE= 12.0 X_
XI_ EXIST. CONC.
f
LOT 7A 1
.'� 11,840tS.F.
A
04
MHW ON BULKHEAD .••. \ �r
T /
..�
- PROPOSED 4' ,
WIDE BED OF �
x BEACH GRASS*
D K (295 SF)
✓�' .. � 6'1 9 1
-rl LICENSE
l N0. 1298
PROPOSED
DECK
>� FLOAT -; PROP. WOR LIMIT LINE
OF STAKED SIL^ FENCE
sVI
*BEACH GRASS (Ammophila breviligulata) TO BE PLANTED BY HAND. THE STEMS (CULMS) ARE
TO BE PLANTED 2 TO 3 PER HOLE. SPACE PLANTS 18"x18", STAGGERING IN ALTERNATE
ROWS, PLANT AT LEAST 8" DEEP, KEEP CULMS Sc ROOTS MOIST BEFORE AND DURING
PLANTING. INORGAN'C GRANULAR FERTILIZER HIGH IN NITROGEN RECOMMENDED; APPLY ONCE
IN SPRING, EARLY & LATE IN SUMMER DURING ESTABLISHMENT YEAR.
(FOR FURTHER INSTRUCTIONS, REFER TO USDA NRCS PLANT GUIDE FOR AMERICAN BEACH
GRASS)
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
1 p0,
GARAGE
SLAB = 6.0
0
EXISTING 0
DWELLING
TOE = 6.3
V
PAVED
DRIVE
� � v
I
PROPOSED
COVERED
i
ENTRY `:OTE: EXIST. S
LINE IN AREA 0
is ENTRY (CAUTION.)
i
ABUTTING
DWELLING
TOE =
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 (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. PROVIDE DRYWELLS (OR STONE DRIP TRENCHES) TO
HANDLE ROOF RUN-OFF. ALL RUN-OFF TO BE
CONTAINED ON-SITE.
RW,A
C
BENCHMARK: USE CONC.
BOUND AT EL 5.65'
1
I,
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 25 PARCEL 30
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11)
AS SHOWN ON COMMUNITY PANEL #25001CO588J
.DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT:
R-25 RESIDENTIAL
DISTRICT
C`
5
,S to
m
{
LOT SIZE
C
11,840 S.F.
0"
4
a �
o
LOCOS
�
�
C
E
e pr.
5 har
el o �
0th
Nantucket
15'
Sound
5.6'/9.0'
MIN.
REAR SETBACK
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 25 PARCEL 30
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11)
AS SHOWN ON COMMUNITY PANEL #25001CO588J
.DATED 7/16/2014
ZONING SUMMARY
OWNER OF RECORD
JOHN M AURIN, JR.
P.O. BOX 1069
EAST DENNIS
MA 02641
REFERENCES
DEED BOOK 29679 PAGE 342
PLAN BOOK 186 PAGE 33
DEP INSPECTION REPORT SEPTIC AS -BUILT
DECEIVED
AT HEARING
SITE PLAN
OF
#117 PAWKANNAWKUT DRIVE
SOUTH YARMOUTH, MA
DATE DANIEL A. OJALA, P.E., P.L.S.
PREPARED FOR
JOHN AUBIN, JR.
DATE: MARCH 27, 2019
REV 4/18/19 (BoA)
REV 5/23/19 (DECK SETBACK)
Off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inc.
civil engineers
fond surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
18-230
ZONING DISTRICT:
R-25 RESIDENTIAL
DISTRICT
EXISTING
PROPOSED
MIN.
LOT SIZE
25,000 S.F.
11,840 S.F.
11,840 S.F.
MIN.
LOT FRONTAGE
150'
80'
80'
MIN.
FRONT SETBACK
30'
29.5'
29.5'
MIN.
SIDE SETBACK
15'
5.6'/9.0'
5.6'/9.0'
MIN.
REAR SETBACK
20'
61.5'
53.5'
BUILDING
COVERAGE
25%
21.84%
24.99%
OWNER OF RECORD
JOHN M AURIN, JR.
P.O. BOX 1069
EAST DENNIS
MA 02641
REFERENCES
DEED BOOK 29679 PAGE 342
PLAN BOOK 186 PAGE 33
DEP INSPECTION REPORT SEPTIC AS -BUILT
DECEIVED
AT HEARING
SITE PLAN
OF
#117 PAWKANNAWKUT DRIVE
SOUTH YARMOUTH, MA
DATE DANIEL A. OJALA, P.E., P.L.S.
PREPARED FOR
JOHN AUBIN, JR.
DATE: MARCH 27, 2019
REV 4/18/19 (BoA)
REV 5/23/19 (DECK SETBACK)
Off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inc.
civil engineers
fond surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
18-230