HomeMy WebLinkAbout53-17 Oversized Plan2 2"X10" TREATED
INS&L HANDRAIL GFODER
ALONG SIDE OF PIER
Rpr TO SHORELINE 2*XlO* TREATED____\
JOIST 13.5" D.C.
" "o
I Va. MC*A=n - \
PIER GROSS SECTION
SCALE: 1/2" = 1'
8'-0'
C.I.P. CONC. SLAB CONC. PUSH SLAB
POINT OF
CURVATURE #4 0 12- O.0
3-#5 T&B #7 0 18- O.0 POINT OF
FINISHED Z' TANGENCY
uft SLOPE 12%
1 -#5 CONT.
3-#5 T&B
0.
SURVEY PROVIDED BY:
IA. THRU
W EE
13
L WATER ELEVATION
PUSH SLAB NOTES
1. ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60 EPDXY COATED.
2. PROVIDE 6" BED. OF #5, #57, OR #4 STONE OVER 12- OF SMALL RIPRAP OR SURGE, STONE
3. POUR PUSH SLAB ON DRY LAND IN THE SAME PLANE AS THE IN -PLACE SLAB.
CURE SLAB 21 DAYS PRIOR TO PUSHIN IN PLACE WITH A DOZER OR CAT D6 EQUIVALENT.
4. CUT 2" GROOVES IN TOP OF SLAB AT 45 DEGREES TO PERPENDICULAR DIRECTION OF SLOPE.
USE EDGE TOOL TO REDUCE CHIPPING & SPALLING.
FE 4'
4.50 4*
2' `
NOM 110AT RAMP
LEGEND
1. COASTAL, AREA MANAGEMENT ACT (CAMA) MAJOR DEVELOPMENT PERMIT REQUIRED PRIOR TO 130AT uj 0
CAMA COASTAL AREA MANAGEMENT ACT
RAMP CONSTRUCTION. NOTE: ARE ADDITIONAL SURVEY SPOT C/L CENTERLINE > c"i '0
2. LIMITS OF DISTURBANCE FOR BOAT RAMP CONSTRUCTION 8,061 SFT ELEVATIONS NOTED IN ( I m m:
3. BOAT RAMP IMPERVIOUS AREA (CONCRETE) 1,311 SFT ELEVATIONS TAKEN TO VERIFY CURRENT WATER DEPTHS. CIP CAST IN, PLACE Lu
4. TOTAL COMMON AREA = 362,091 SFT CLD CENTERLINE DITCH cn
5. SPOIL MATERIAL TO BE PLACED ON LOT. CONC CONCRETE Lu
ul
CONT CONTINUOUS
DIA = DIAMETER 0.
Do' o EIP = EXISTING IRON PIPE
R (4.2) -3� \S L ELV - ELEVATION
4. 1 (19.3) ES = END SECTION
G L BACKFILL TO I 9X2 EX = EXISTING
EXISTING GRADE FE = FINISHED ELEVATION
(TYP) L-15 FH FIRE HYDRANT
\SL C? z
1/4" PER FT. 1/4" PER FT. N Gv GATE VALVE co
EXISTING GRADE
EXISTING GRADE , Z.-.."., N - - - I'll
N S HDPE HIGH -DENSITY POLYETHYLENE
w tu C4, Ic
INV INVERT
'Ink <
6" CABC NPS-'-" L-17 Q*) L LINE CL
2' 2- A 4r L- �6
E
LF LINEAR FEET W
t) o 0
A�
'�Z MAX MAXIMUM
L-18
c/)
MIN MINIMUM
16' GRAVEL ACCESS TYPICAL SECTION
L-12 co
0 NPS NO POINT SET
co
N.T.S. L-1 1
NITS NOT TO SCALE C14
0
L-10 �\S L OC ON CENTER
(8.5) ro- 0
L-9 8.X4 R = RADIUS
EXISTING
-12.4 R/W RIGHT OF WAY cl) c�
CANAL cc to
-2 2 > t'
(8.2) (5-O)l x x (12.5) SFT SQUARE FEET
UJ r-
4.9 MARSH (2-3) SL SHORELINE CD
x > to
-8
TOT TOTAL
-6.4 ISLAND
(6.5) TYP TYPICAL
NP
NOT TO SCALE
�SL 91 CLASS "B" STONE APRON
COMMON AREA
0 (2) 25 F BOAT
NPS 5�flNN F!5_`3
m DOCKI�l SPACES
X V
%
RIPARIAN BUFFER
r
x (2.3)
NPS (10.2) WATER
-2.2
BOARPAA 4.9 -3�
DW,4
(14.5) x 10. 1 MARSH
14.4
NpS L-2 N X (11 6) JSL
x (9.2) 14'X82.93' CONIC.
BOAT RAMP
X (11.2) 04
_z_
6.3)
9
.2)X L 24
23
6' BOARDWALK
kioo
x
-18.9
'i h
X
5.2)
'V
(19,0) �_�S L
.a
Ll 1, 1 IS OF
(5) 25 LF BOAT
,4k UUNSTRUCTION DOCKING SPACES
5.
L
_xs'
S I LT FENC
g,
(TYP)
N. 1 5X6
MUIV LIMIls OF SL
8.�
CONSTRUC <
41"
Q)
0
1 6,�
72'-1
#4 0 12- O.0
#7 0 18- O.0
NORMAL WATER ELEVATION
50' 00 25' 50' 10
-6.4
-3.1
X
- 1 4X9
_k
6�
10
-2
Q)
0
CD
0
0
z
ry
>:
n
0
<
C/)
ry
>
0
1-
<
<
ry
0
C)
0
Li
m
0:
U)
=
(10
z
c4
0
<
2�
n
cl�
Lij
co
EXIST. CREEK OTTOM Val,
to
TYPICAL RAMP CROSS SECTION 1-4
SCALE: 1/4" 1'
(D
E
00
0
0
0 -0
> c
E
c x
uj
0
0- o.2
W -0
(D L_ 0
o o
NOTE.
INSTALL HANDRAIL NOTE:
ALONG SIDE OF PIER 6.0' 6.0' NSTALL HANDRAIL 41
ALONG SIDE OF PIER v) (D
(D 0
CLOSEST TO SHORELINE__-1, l'l___I,L0SEST TO SHORELINE 74
(TYP) 0 E
C
(TYP)
I v
.0 c c af 4)
LA
:r
V) -0
V)
-0 x
z
DECK ELV. 2.1 < (o
0 to (o
Lo
NPS 0 0)
3 MO.13 FINISHED GRADE -8
MAXIMUM SLOPE 3:1 Lli V)
NORMAL WATER ELEVATION (TYP) Lo 0)
IL 14.0,
CL
co
7-1/2* CONC. RAMP
W"ll f�
LL CL
*oD
-52
Z
Lli
-51
NPS CL (f) U-)
L A
"W" W111"',
C
4-
0 C.)
C"4
CROSS SECTION "A" -"A" L-50 _j I.II,
"w
0
__j U)
9 ->
SCALE: 1 5'
x
5A,
L-49 LLJ
ma
"s
Lid 0 :2�
C"ll
L-4
NPS
"W" V) 0-- n
47 cr
Lij
... ADM-
L-4 Z
L-41 9
L-3 S -4� uj
z
0
x
L-45 NPk.-- L-43 L- 8 NIPS -3.2
L-44 X DRAWN BY:
CPT
10.01 O.C. CHECKED BY.
w EXIST. GRADE isi
0- i-L IL IL
APPROVED BY:
to !6 io 6*-0" WOOD PIER ELV. 2.13 to *co isi
PROJECT NO.:
7315L Fj i mro.13
F C:)NCRtIE
12 DATE:
R 6 0 NORMAL WATER ELEVATION
R 6 7 06/12/15
7
SCALE:
AS NOTED
FE
------------
-4.87
72.93' EXIST. CREEK BOTTOM SHEET 1 OF 1
t
BOAT RAMP DETAIL
SCALE: 1 5' COMMON AREA PLAN & BOAT RAMP DETAILS
1.0