2-08 Oversized Plans 9/2016

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11"I A WIN(N
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A,
!� NOT"O"
uONSTRUCTION
RECONSTRUCTED
PIER ±240' (TOTAL)
PROPOSED BULKHEAD TO
BE INSTALLED IN FRONT
OF IXISTING RIP RAP TOP OF PIER = 5.76
BACKFILL BEHIND BULKHEAD BOATOSED RAMP
PROPSED GROIN EXISTING RIP RAP MAY BE (PREVIOUSLY PERMITTED)
�.„ .y 6 LEFT IN PLACE
( ) TOP OF PIER = 7.39
EXISTING PIER
�,� E (TYP. LOCATIONS PROPOSED LOWER
�� (PREIOUSLY PERMITTED)
TOP OF BULKHEAD = 7.00 PROPOSED VINYL
�*a GROINS EACH SIDE
i
LEVEL KAYAK LAUNCH
G (PREVIOUSLY PERMITTED) OF BOAT RAMP
(PREVIOUSLY PERMITTED)
I'
PROPOSED II 11 I
� TOP OF PIER = 9.43
ARMOR STONE
• � T'
. • . o: a�: N 1 �' " 1.93' 11.72
N41'4� -
• OS E22q ���'��,=- - _ - .. - - - - .. - �- E 10 3'47 E 86.5
. _.
TOP OF PIER
n �-
• 5 WIDE_ -+
PROPOSED 32'xl2'
COVERED PLATFORM
(364 SF)
(PREVIOUSLY PERMITTED)
PROPOSED 230'X6' PIER
(PREVIOUSLY PERMITTED)
41
y . F a
SIDEWALK '29'47"E 240.43' a
a N ,.
115.2 -+ 06� s
INFILTRATION BASIN • .. SIDEWALK 9 3 18 • HIE„ \.� „ a co
.......... ....... (WIDTH ES) • ' ' .... , uO
a .. _
... 9yd,, GMM
( RI
5' WIDE ... _ RAMP..
• / SIDEWALK
SWALE
5' WIDE
/ : y��0�\\\�\\\\\\\\O\\�\\\\\ .. a :... .• . • ' ' ." a' • ' • .WOOD WALK _
SIDEWALK TOP OF PIER 13.96
KAYAK
��'��,a�\\\\�\��.a�`..�\�\�.5�".a�\\�\\�\\\\@\\\gym\\\O`�\\\��\\� •. . • <
RAC '
f7.5' WIDE !')
F(RE PIT
������� �e\���\\\\�����\\�\eo\\\��e������\\\��\��\\�\\�������s\��s�\� � �mo�\o\�e���o\��\�♦\\\\\\\\��'��\\: \\\\ • " "� ,'
PIER (MATCH
mare= LAWN • _ EXISTING) io
FILTER GAZEBO
\(BASIN , • . ........... .. . . .... N
- ' Pam ................. .; • ... ) �SWALE s ..... • •.•
INFILTRATION � �� ® / ��0 • L3 5' WIDE
®� 5' WIDE
BASIN •�� •� / POL J INFILTRATION �o� � V SIDEWALK SIDEWALK
7 BASIN \
SWALE .... ............. ��•
0 FUTURE ,�° �� \ °s•
0 I POOL
• -.. � �" � � � , � a �': ,...... ������ TO REMAIN
N'
1 * a A�° .
IXISTINFi THR� �i / ' I INFILTRATION \
o \ LAYGROUND®� 6TORY GOWO BASIN
FIR PIT ` AND PARKING 6Nla
♦ f /
17 SPACES Al
.EPp l�t.
r
/ \ FUTURE BATH HOUSE
/ \ A CLUBHOUSE \ V A ♦ a 'g e e a � I o00
Add
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S
GRAPHIC SCALE
COMiCRET�'SI#IF
3EWA1..K:.
4Q(� 0 20 40 80
kv0 0°
oo�
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I FEET)
DM -BEDROOM2
Q.
1 INCH 40 FT.
DWELLINGDWELLNGDWEWNPROPOSED PROPOSED
-BEDROOM 3
� 0
DCm00000
IN
C7UR4L MOTE&
1.
WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, 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 AND TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL BE
TIGHT, EVEN AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE
ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS
2"x4"x20" ®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 WORK AS
4 IN JOISTS/4 IN GIRDER
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
4.
TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC56 AND SHALL MEET OR EXCEED
AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS APPLICABLE. PILES
SHALL ACHIEVE A MINIMUM OF 15' PENETRATION INTO SUITABLE SUBSURFACE
(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 MEET OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
6.
DECKING SHALL BE #1 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR EXCEED
4x8 CROSS
AWPA STANDARDS (UC4B) FOR PRESERVATION TREATMENT AS APPLICABLE.
BRACING UC513
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 BOLTS IN
PRE -DRILLED HOLES,
8.
ALL FASTENERS SHALL BE HOT -DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153.
2"x6" #1 DECKING UC4B
SCREWED W/3" STAINLESS 4,
STEEL DECK SCREWS (2/JOIST)
TOP OF PIER SEE PLAN
2"x10" JOISTS
12" O.C. UC4B
(2) 34' HDG MARINE BOLTS
® EACH CONNECTION,
NEW AND EXISTING PILES VARIES
f11.4' TO f9.4'
NORMAL WATER LEVEL t1.0'
VARIES
0. 7' TO t4.6'
BOTTOM ELEV. VARIES
(f0.3' TO t-3.6')
\NEW PILES SHALL BE 25'-28'
-8"O TIP TIMBER PILES
® 10' O.C.
(15' MIN. PENETRATION) 15'
ALL PILES TO BE TREATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
2"x1
CHAMFER TOP
2x4 CONT.
2x4 SPACER
CONT.
2x8 CONT.
6'-0
* 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
PIER DETAIL
NTS
2"x6" #1 DECKING
SCREWED W/3" STAINLESS
STEEL DECK SCREWS
2"x10" JOISTS
® 12" O.C.
(2) 2"x12"
(2 EACH SIDE OF PILE)
W/ (2) 1" HDG DOME HEAD
MARINE BOLTS EACH PILING
RIDER
6"x6" PILE
@ 10' O.C.
PILES �~ PILEi28QER L
NTS
2x6 TOP CAP #1
,HANLXIA6L utIAIL
(HANDRAILS ON RAMPED
SECTIONS OF PIER)
NTS
6' 2"x4" TREATED LUMBER
SCREWED W/3" STAINLESS
[STEEL DECK SCREWS
(OMIT IF WALKWAY IS EVEN
WITH ADJACENT GRADE)
2"x4"x2O" ® EACH JOIST/GIRDER
10
30" MAX. CONNECTION W/8 10d NAILS
• PER CONNECTION
4 IN JOISTS/4 IN GIRDER
8' MIN.
PENETRATION
Well ye 1
1'
OGEE WASHER 1
AND NUT (TYP.)
10"OxlO'L TIMBER
PILE, 5' O.C. (TYP)
HANDRAILS
TRIM 2x12 FLUSH
0 1 IN.
W/ DECKING
TER WITH THE
FIBER REINFORCED
IF THE
2x6 DECKING
CONCRETE SLAB
;(MUM 3j"
OR BUILDING
(ROUTE
I
12
MIN. TO
2x10 JOISTS
�� a
JISHED
SURFACE
ON
N�0�v�
ROUTED
`'�����'���`:`•:�..
:"�\�
POLYETHELENE FII
12"
FABRIC, EXTEND
G
BEYOND EACH EDi':
OF CONCRETE
30'
2'x8" BINDER BOARD
SAIDY BACKFILL
10"o DRAG PILE
(TYP)
�/4"OX15'L HDG ROD
5' O.C. (TYP)
EVERDRAIN
0.5' ABOVE MLW
5' O.C. (TYP)
EXISTING RIP RAP TO REMAIN,
REMOVE AND REPLACE AS NEEDED
FOR TIE BACK/DEADMAN/PILING
I NSTALIATIO N
IOOD SHALL BE SALT TREATED
r � MARINE SERVICES. (2.5 CCA)
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I' OGEE WASHER (8' MAX.) 6'
AND NUT (TYP.) W
3 I NORMAL WATER Q
EVEL f 1.0'
I It
LLJ
BULKHEAD DETAIL
NTS
SEP 0 7 2016
WARD
CAP BOARD OR
DECKING (TYP)
6"x8" TIMBER WALES
(OVERLAP ® PILES)
TOP OF BULKHEAD 7.0'
-5'y{
INSTALL ARMOR
STONE ALONG
FACE OF NEW
BULKHEAD
15'
BOTTOM
ESP 4.1 VINYL SHEET
PILE - 18' LENGTH
(TYP)
1 O" Ox 25' L
TIMBER PILES
@ 5' 0. C.
8
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w o ¢ a
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w
55 w �,I
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~ (� = J
SCALE:
1 " = 40'