20071322 Ver 2_More Info Received_20160907

Ln
00
m
00
F
00
00
ci
'1�
jl� ��
. . .... . ....
PROPOSED 32'xl2'
COVERED PLATFORM
(384 SF)
(PREVIOUSLY PERMITTED)
PROPOSED 2,30'X6' PIER
(PREVIOUSLY PERMITTED)
m
PROPOSED BULKHEAD TO
BE INSTALLED IN FRONT
OF EXISTING RIP RAP TOP OF PIER 536
BACKFILL BEHIND BULKHEAD PROPOSED
EXISTING RIP RAP MAY BE BOAT RAMP
T1 PROPOSED GROIN (PREVIOUSLY PERMITTED)
LEFT IN PLACE
(TYP. 16 LOCATIONS) TOP OF PIER 7.39 EXISTING PIER
(PREVIOUSLY PERMITTED)
TOP OF BULKHEAD 7.00
PROPOSED LOWER PROPOSED VINYL
R,
LEVEL KAYAK LAUNCHGROINS EACH SIDE
OFF PIER 5,7
P
Top OF PIER
OF BOAT RAMP
(PREVIOUSLY PERMITTED)
(PREVIOUSLY PERMITTED)
R,
PROPOSED
ARMOR STONE TOP OF PIER = 9.43
Al
=3
_ft 1132111
N4 1'43'
... ...... . n�_�,�, 220, - �� - I , : . -_ I �- 4� 7 86
7811,
5' WIDE
IN 7°29 41 E 240
EWALK
SID
N44 - 10'2 77;TE
SIDEWALK
(o
INFILTRATION BASIN . . . . . . . . . . . . . . . . . . . . . .. V C*AA (WIDTH VARIES)
..........
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5' WIDE . . . . . . . . . . . . . . Do
5' WIDE DEWALK
ER 13.?t RAMIS
SIDEWALK SWALE • TOP OF 'I
KAYAK
WOOD W" RACKS
FRE PTT ±75' WIDE
/ 1z;
0(MATCH
LAWN PIER EXISTING)
m "t
T—SWALE INFILTPATIO BASIN . . . . . . . . .. . . . .. US
.
..............
..................
_j
INFILTRATIO 3 5' WIDE
5' WIDE
BASIN \ SD ALK .....
N L
00
PQ6L iNF! 'R'-' SIDEWALK ...........
@ASN' Q6
h SWALE
7
FUTURE0
................
POOL
NQ
TO REMAIN .....
..........
SPA
0
%
V%A\
"N
AK. . . . . .
Al % EXISTINE-7 THREE ...........
LAYGROUND TORY COWO INFILTRATION
..... ......... BASIN
PrT
\� ® �\ i .
ANIP PARrINE7 ON
CIROUNP ILOOR
Rl
< <�l \ - 1 17 SPACES I& Ado, . ... .. :Eat
'Aadi
............. PARK4141G,
..........
FUTURE
H HOUSE
CLUBHOUSE BATH HOUSE
> .....
A
U> ....... .4001"
-v",w
..............................
. ...............
AJ" .................... .... ..
oor
v tK'
w �o
pr
>
j
Ll
m
151
ww'a o -
L7 .. ....
0 ...........
V
lkl\
FF
-STRWTMAL NOM&
1. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDIT'ON, IT
SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OR SHOWN
OTHERWISE ON PLANS.
2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AN[, TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS ShiALL BE
TIGHT, EVEN AND FREE OF OFFSETS, NO FIELD ALTERING OF ANY MEMBERS W:LL BE
ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS
2"Wx20" 0 EACH JOIST/GIRDER
AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE PROJECT ENGINEER.
CONNECTION W/8 10d NAILS
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
PER CONNECTION
ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WCR.K AS
4 IN JOISTS/4 IN GIRDER
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE Eh�ANEER
IMMEDIATELY.
4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC58 AND SHALL MEET OR EXCEED
AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS APPLICABLE, PILES
SHALL ACHIEVE A MINIMUM OF 15' PENETRATION INTO SUITABLE SUBS"4"RFACE
(2) 2"x12" GIRDERS UC4B
MATERIAL.
W/(2) 1" HDG MARINE BOLTS--/
EACH PILING (SEE DETAIL)
5, STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOWN, AND SHALL ME. -__T OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICAB--7.
6. DECKING SHALL BE #1 SYR, TREATMENT AS SHOWN, AND SHALL MEET OR EXCEED
48 CROSS
AWPA STANDARDS (UC4B) FOR PRESERVATION TREATMENT AS APPLICABLE.
BRACING UC5B
EACH BENT
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2,5 CCA
UC5B (MOISTURE CONTENTS <19%) AND SECURED WITH (2) 1"0 HDG BC_TS IN
PRE -DRILLED HOLES.
8. ALL FASTENERS SHALL BE HOT -DIP ZINC COATED IN ACCORDANCE WITH ASTM 4 151
6'-0 11*
ROHIEM
E
PROPOSED PROPOSED PROPOSED (IN FEET)
OF
3—BEDROOM
2—BEDROOM 2—BEDROOM
All
DWELLING
DWELLING DWELLING 1 INCH 40 FT>
g g
,
v \q \.
IN,
2"x6" #1 DECKING UC4B I
SCREWED W/3" STAINLESS 4
STEEL DECK SCREWS (2/JOIST)
—TOP OF PIER (SEE PLAN)
2"x10" JOISTS
12" O.C. UC4B
(2) -Y4" HDG MARINE BOLTS
0 EACH CONNECTION,
NEW AND EXISTING PILES VARIES
±11A' TO ±44A'
NORMAL WATER LEVEL ±10
VARIES
±03' TO ±4a6'
BOTTOM ELEV. VARIES
(±0°3' TO ±-3.6')
a
NEW PILES SHALL BE 25'-28'
8"0 TIP TIMBER PILES CHAMFER TOP
0 10, O.C.
(15' MIN. PENETRATION) 1
2x4 CONT.
2x8 CONT,
WIDTH BETWEEN EXISTING PILES VARIES,
NEW PILES AT EXISTING PIER SHALL BE
PLACED TO MAINTAIN EXISTING PIER WIDTH,
NEW PILES AT PROPOSED PIER SHALL BE 8"0 PILES
PLACED AS INDICATED. OR 6x6 POSTS
NTS
8110 N4___
PILES
8"0 PILE
- 2"x10"
\-(2) 2"02" GIRDER
(2) 1 " HDG
MARINE BOLTS
PY AJL
WgRDER QL-7
NTS
2x6 TOP CAP #1
ROUTED; CONT.
(2) 2"xl2"
(2 EACH SIDE OF
W/ (2) 1" HDG DOME HEAD
MARINE BOLTS EACH PILING
Cx16" PILE
0 10' 0,c.
4.1 (C)(6) -RAMP HANDRAILS
SHALL BE 1j" 1-0 1j" IN.
WIDTH OR DIAMETER WITH THE
OUTSIDE FACE OF THE
HANDRAIL A MAXIMUM 3j"
FROM THE WALL OR BUILDING
74" FACE
HANDRAIL 2"x8" (ROUTE
- 42" HAND GRIP) 34" MIN. TO
38" MAX TO FINISHED
RAMP WALKING SURFACE
34" ALL SURFACES ON
13" HANDRAIL TO BE ROUTED
AND SANDED
2X6 DECKING
HANDR41L DETAL
(HANDRAILS ON RAMPED
SECTIONS OF PIER)
KITS
17 7
... .... . ....
TRIM 2x12 FLUSH
W/ DECKING
2x6 DECKING ---- x
2%4" TREATED LUMBER
SCREWED W/3" STAINLESS
,/-STEEL DECK SCREWS
(OMIT IF WALKWAY IS EVEN
WITH ADJACENT GRADE)
2"x4"x20" @ EACH JOIST/GIRDER
30" MAX. CONNECTION W/8 10d NAILS
PER CONNECTION
4 IN JOISTS/4 IN GIRDER
8' MIN.
PENETRATION
—1
OGEE WASHER
AND NUT (TYP.)
10"0001 TIMBER
PILE, 5' O.C. (TYP)
FIBER REINFORCED
CONCRETE SLAB
4"
200 JOISTS 2
\ POLYETHELENE FILTER
12"-1 FABRIC, EXTEND 24"
BEYOND EACH EDGE
OF CONCRETE
30'
2'x8" 6
SANDY BACKFILL
Fl"HERADE
7 7\-,,,-, -, -D GRADE
v v
10"0 DRAG PILE
(TYP)
-4"0x15'L HOG ROD T
5' ac, (TYP)
fz��EE-DRAINING —
GRANULAR FILL
EVERDRAIN
0.5' ABOVE MLW
•
NOTE
ALL. WOOD SHALL BE SALT TREATED
FOR MARINE SERVICES. (2.5 CCA)
molm*1
6"x8" TIMBER WALES 7
(OVERLAP 0 PILES) 4'
'I TOP OF BULKHEAD 7.0'
3,
7
OGEE WASHER (81 AX.) 6'
AND NUT (TYP.)
NORMAL WATER
BOTTOM 115'
INSTALL ARMOR
STONE ALONG
FACE OF NEW
BULKHEAD
ESP 4.1 VINYL SHEET
PILE - 18' LENGTH
(TYP)
1 0"Ox 25' L
TIMBER PILES
0 5' 0.C.
9,