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GENER'AL NOTES:
L;�IDT G FIRST FLOOR = 7.3
EXISTING BASE FLOOD ELEVATION = 11.0
EXISTING DESIGN FLOOD ELEVATION = 12, 0
EXISTING AVERAGE STREET ELEVATION = 6.0
RECOMMENDED ENDED TOO FOUNDATION MIN. 1/�. D
RECOMMENDED FIRST FLOOR MIN. 13.0
RECOMMENDED DED L.O WES T U TILI TY 12 3
MAXIMUM BUILDING HEIGHT ALL01 D 41,O
MOTE.
EXISTING 3 BEDROOM OOM SY I WAS INSTALLED, IN 2014, THE
LOCATION DEPICTED- ON THIS PLAN IS BASED ON THE DESIGN PLAT
AND AS —BUILT INFORMATION OIL FILE AT THE YAI MOUTH I--IF:ALTI
DEPARTMENT
LEGEND
50.9 X
SPOT ELEVATION
C.B. 0
CATCH BASIN
DMH ®
DRAINAGE MANHOLE
SMH Os
SEWER MANHOLE
TMH OO
TELEPHONE MANHOLE
LP
LIGHT POLE
U P L 4-"'UTILITY
POLE / LIGHT
UPLT
UTILITY POLE / LIGHT & TRANSFORMER
UPT
UTILITY POLE / TRANSFORMER
UP
UTILITY POLE
— OHW —
OVERHEAD ELECTRIC LINE
o EHH
ELECTRIC HANDHOLE
® GMET
GAS METER
— G—
GAS LINE
cv
GAS GATE
WG ®
WATER GATE
— W—
WATER LINE
TEST PIT
NIF
184
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REALTY TRUST
#184
PAWK,ANNAIAIKUT
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CURRENT OWNER:
TITLE REFERENCE:
PLAN REFERENCE:
ASSESSORS MAP:
PARCEL:
ZONING DISTRICT:
SETBACKS:
LOCUS INFORMATION
KELLY A. NORWOOD
GEORGE K. NORWOOD
CTF. 208819
LCP 11622-A3, SHEET 2
19
33
R-25
FRONT 30'
SIDE 15'
REAR 20'
PROPOSED
MECHANICAL
FLOOD
VENTS (2)
r'
SLED
L O T
5, 996t S F.
OVERLAY DISTRICT:
NITROGEN SENSITIVE
ZONE:
FEMA FLOOD
ZONE DISTRICT:
MINIMUM LOT SIZE:
EXISTING LOT SIZE:
EXISTING LOT COVERAGE:
PROPOSED LOT COVERAGE:
►0rolk m
I • Z�P►F3
"AE", ELEV=1 1.0, DATED 7/ 16/ 14
PANEL
#25001CO589 J
25,000
S.F.
5,996f
S.F.
1,008±
S.F. (16.8%)
1,430f
S.F. (24.7%)
NI
J0#_fN J, FOX
1 1 SEAVIEW AVENUE
EXISTING SEPTIC PROPOSED
SYSTEM TO REMAIN MECHANICAL
FLOOD
L O T 94/22�p
VENTS (4)
LS11�'8447�3�5'00�"'E 122.
GRADE ® 7.2 IN
BOT. DECK ® 1 1.5
i
# � 35.8` � J
\-,-PROPOSED
RINSING —STATION
00,
l d
P
Y
1
P p
s ate q�g„ t
pp^^��»,; f e,,epqN
#
NNA M, FL
NOMINEE TRUST
#1 DD
DAWKA i AW LiT
DRIVE
NI
JOHN & CIO YCE S3ARS
#1 D7 SEAVIEW AVENUE
I�
HE- S.-.
PROPOSED
3 BEDROOM
s
DWELLING
#1 85
CRAWL=8.0
EXISTING
TOF=12.0
DWELLING
FF=13.0
EF=Z2
RIDGE=37.33
(HEIGHT=31.3)
... 8
PROPOSED TRENCH
DRAIN
i
---.----
BUILDING SETBACKS
OVERLAY DISTRICT:
FRONT:
SOUTH SIDE BUILDING:
SOUTH SIDE DECK:
NORTH SIDE:
REAR:
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BASIN -------------------
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ROPOSED SLOT/
TRENCH DRAIN
PROPOSED
RELOCATED
DRIVEWAY
REQUIRED
EXISTING
PROPOSED
30'
35.0'
30.5'
30'
13.3'
14.0'
30'
4.9'
15'
8.3'
8.5'
30'
45.8'
35.8'
BENCHMARK
OP OF CONCRETE
:u. D 7 A 1? ,�,,1 DD