124-06 Oversized Plans

PgMt/CO RIVER
NOTES:
01 EXISTING PIER (16 SLIPS)
O EXISTING PIER 4 SLIPS
3O EXISTING PIER 5 SLIPS
O EXISTING PIER 3 SLIPS
- ALL PILINGS TO BE DRIVEN TO ADEQUATE RESISTANCE PER MANUFACTERS OR INDUSTRY STANDARDS FOR STORM RESISTANCE STUCTURES.
- ALL LUMBER TO BE 2.5 TREATED
PERMIT
L=167'+/-
L=125' EXISTING
L=183'
L=204'
- 27 S.F. RULE INDICATES PUBLIC TRUST AREA TO BE 33480 S.F.
^moo
ACCESS L=35'
PROPOSED EXTENSION,
W=4.0'
W=3.0
- AREA PROPOSED AND EXISTING = 33,480 S.F.
W=4'-0"
40'(ADD 4 SLIPS)
FINGER PIERS (2)
NEW PILINGS-28
- 4 S.F. RULE FOR "T", FINGER PIERS = 4960 S.F.
FINGER PIERS
THEREFORE TOTAL L=165'
2' 'x25TYP
SLIPS-3 EX
.
- TOTAL PIER AREA EXISTING AND PROPOSED 4068 S.F. INCLUDING THE ACCESS PORTION OF THE PIERS.
W=2.4'
VV=4.0'
NO CHANGES PROPOSED
PROP. SLIPS-0
- NORTHEAST FETCH > 10 MILES
L=30' TYPICAL
EXISTING FINGER PIERS
PUBLIC TRUST AREA
PUBLIC TRUST AREA
- NORTHWEST FETCH > 5 MILES
RANGES 32'-26'
35' TYP
50 x90'=4,000 S.F.
90'x140=12,600 S.F.
- BOTTOM: SANDY AND ERODIBLE
PUBLIC TRUST AREAS
PROPOSED FINGER PIERS
P
- WOODEN JETTIES ARE PROPOSED AT BOAT RAMP (EXISTING) TO ATTENUATE EROSIVE WIND AND WAVE: ACTION
90'x140'=12,600 S.F.
(4) 2'x30'
- TOTAL EXISTING SLIPS - 28
N
PUBLIC TRUST AREA
- TOTAL PROPOSED SLIPS - 32
41
PROPOSED
65'x65'=4,225 S.F.
- ALL SHORELINE PROPERTY IS COMMON AREA OF THE HILLS POINT HOMEOWNERS ASSOCIATION
- ALL PERMITS TO BE IN THE H.O.A. NAME
Cr 18 0 MOORING PILINGS
(n g;� g� OR SMALLER PER OWNER.
SR 1119 �� X EL
.° O -4.67
•
VICINITY MAP ® 0 NO SCALE 0 •
X EL o 0
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• PILING X EL
® TYPICAL w -4.15
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® ® (EXISTING) • ® © •
• II
07
0 0 • o 0 0
o • ° 0 ° © • � • o oO O w
4
• 0
_
0
ACC
4 100. WIDTH=2.4' ®0 p0 0• • Q3 ° 0 0 L=5
v • ° 0 00 ® •
Z
o O
m
ACCESS
4.0' PLANKS /
L=97� PROPOSED WOODEN
PAML/Co m JETTY TOP ELEV. 4.3'
ELEV RIVER f
8 MSC FLOW
L'124p'`NAp 1929 x z w 00
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X EL
-4.29 O
3 b
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X EL
-3.99
z w L I CONFIRM SHORELINE
__--- -_ 1 6 a STABILIZATION
\ �40000o Q p
EL COMMON AREA �0000 � �$ � °0,00o'. � a?
X EL \ 0 00 , 00000�
1.52 1.62 COMMON AREA 0"Oc 1.92 B o 0,0000 4 yap
'0
El EXISTING RAMP I �o�
.� EI X EL
S 38'35'00" E 865.37' (TOTAL) 3.9 /�
E
53.18' 64.17' 48.71' 47.30' 42.06' 36.30' 50.71' 38.09' 39.97' ppZ
62.75' 48.03' 35.06' 48. / 2' 51.25' 40.98' 41.77' 48.40' 38.11' 30.11' S \moo
3' �8 22 05'nf:.. /J J
Z0' HOMEOWNERS
ACCESS
vry
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= N
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Zp;+=o
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ry
PROPOSED FINGER PIER AND
PILING ARNR SNGEMENT
MOORING PILING
Of
• • w
�--- 12.0' --{ 12.5' --� 12.5' I u
Z
46
X
w
1 "x6"DECKING
WOOD SCREW -�
TO STRINGERS
8" MIN. 12" NORMAL
o" 1 PILINGS
CV
d
W=3' FOR PIER
W=4' FOR PIER 2
- 8'-0" O/C -
DRIVE PILINGS 2' BELOW '
FOR EVERY 1' ABOVE BOTTOM
PIER EXTENSION DETAIL
NTS
5/8" ---
z SS BOLTS
�- 2"x12" STRINGERS
to
BOTH SIDES OF PILING 1
5/8" SS BOLTS 71)
�- 2"x12" GIRDER (NWL=0.8'MSL
5/8" SS BOLTS
BOTTOM
LONGITUDINAL AND VARIES
CROSS BRACING 2"x8"
5/8 SS BOLTS
TOP VIEW
--- - vNTSv
AL I UN RAY bUYU HLIKS
c/o BERNICE BOYD
1"x8" LAPPED
(3/8" LAG BOLTED)
1 "x8" FACIAL BOARD
(THROUGH
/8"UBOLTED
SS BOLTS)
0
I
N
12'-0"
0.8' MSL`
LAPPED BOARDS
TO BE MINIMUM
OF 1.5' BELOW
GROUND FOR EACH
1' ABOVE GROUND
z
7-
r
I
M
NWLI
0.8'
MSL
BOTTOM SLOPE
2.34q
ELEV.=-2.67'
PROPOSED ©-
16' PILING
o
NTS MINIMUM UNLESS
RESISTANCE IS
SUFFICIENT
NOTE: ALL SEPTIC TANKS ARE 4'x8'
1000GAL CAPACITY
LOOP DRAIN FIELD 3' WIDE
O 0 0 EL
- 4.03
0
o 0
o °
0 0
0
0
ACCESS
L=115'
LEGEND
O EIP
EXISTiVG IRON PIPE
• NIP
NEW IRON PIPE
OERB
EXISTING REBAR
• RBS
REBAR SET
Q CM
CONC. MONUMENT
O NPS
NO POINT SET
C EPK
EXISTING PK NAIL
• NPK
NEW PK NAIL SET
o ERRS
EXISTING RAILROAD SPIKE
• RRSS
RAILROAD SPIKE SET
o N&C
EXISTING NAIL do CAP
®CC
CONTROL CORNER
Opp
POWER POLE
O.LP
LIGHT POLE
f,YMP
METER POLE
Q TEL
TELEPHONE PEDESTAL
R/W
RIGHT-OF-WAY
q
CENTERLINE
5C 0 50
Scale 1" = 5C
NUMBER
DIRECTION
DISTANCE
L1
S 36'56'00" E
56.56'
L2
S 36'56'00" E
5.70'
L3
S 36'56'00" E
41.76'
L4
S 36'56'00" E
8.09'
L5
S 36'56'00" E
39.91'
L6
S 36'56'00" E
3.83'
L7
S 36'56'00" E
44.32'
L8
S 36'56'00" E
1.25'
L9
S 36'56'00" E
45,22'
L10
S 36'56'00" E
2.60'
L11
S 36'56'00" E
45.26'
L12
S 36'56'00" E
3.60'
L13
S 36'56'00" E
45.25'
L14
IS 36'56'00" E
2.53'
L15
IS 36'56'00" E
47.44'
L16
S 36'56'00" E
0.51'
L17
S 36'56'00" E
46.89'
L18
S 36'56'00" E
1.95'
L19
S 36'56'00" E
43.28'
L20
S 36'56'00" E
3.64'
L21
S 36'56'00" E
42.21'
L22
S 36'56'00" E
5.23'
L23
S 36'56'00" E
44.08'
L24
S 36'56'00" E
4.19'
L25
S 36'56'00" E
43.81'
L26
S 36'56'00" E
3.84'
L27
S 36'56'00" E
43.88'
L28
S 36'56'00" E
4.63'
L29
S 36'56'00" E
44.08'
L30
S 36'56'00" E
4.28'
L31
S 36'56'00" E
44.35'
L32
S 36'56'00" E
4.17'
L33
S 36'56'00" E
44.91'
L34
S 36'56'00" E
5.52'
L35
S 36'56'00" E
48.10'
L36
S 36'56'00" E
0.79'
L37
S 36'56'00" E
30.00'
L38
S 36'56'00" E
13.04'
L39
S 36'56'00" E
36,60'
L40
S 36'56'00" E
7.24'
L41
S 36'56'00" E
42.95'
L42
S 36'56'00" E
2.46'
L43
S 36 56'00" E
46.57'
L44
S 36'56'00" E
0.87'
L45
S 36'56'00" E
48.23'
L46
S 36'56'00" E
2.12'
L47
S 29'27'00" E
1.37'
L48
S 29'27'00" E
45.54'
L49
S 29'27'00" E
3.08'
L50
S 19'00'00" E
0.58'
L51
S 19'00'00" E
49.42'
L52
S 08'56'00" W
0.82'
L53 IS
08'56'00" W
48.25'
NOW
OR FORMERLY
-
FRED
C. HOLLISand
\ wife CARMELLA E. HOLLIS
DB: 575; PG: 263
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ISSUE DATE:02/15/06
DRAWN BY: SDF
CHK'D BY: RSJ
JOB NO. 04098
DWG. NAME: CAMA
SCALE: 1 "= 50'
HORIZ: N/A
VER T: N/A
MMM
SHEET 1 OF 1
I ,;Zy' 0(0
711