HomeMy WebLinkAboutPier, Dock, ATF Bulkhead - SHR Plot / Site Plans - 8/31/2022 4
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JOHNSON PIER PROJECT RECEIVES
AUG 31 2022Ey
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615 W. Alder Street
ENGINEERING
GENERAL NOTES 100% SUBMITTAL SETDESIGN
1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH APPLICABLE LAWS.
REGULATIONS AND CODES CONTRACTOR SHALL NOTIFY STATE AND LOCAL
AUTHORITIES PRIOR TO BEGINNING ANY WORK SCOPE OF WORK.
2 ALL LINE WORK IN THIS DRAWING SET IS PARALLEL OR PERPENDICULAR TO THE SHEET INDEX PLANNING
LINES FROM WHICH THEY ARE MEASURED TO UNLESS NOTED OTHERWISE CONSTRUCTION OF A NEW TIMBER FRAMED DOCK THAT IS 6 FT WIDE x -
CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO PRODUCT AND MATERIAL 36 FT LONG WITH A CONCRETE LANDING SHOREWARD OF THE OHWM SHEETS SHEET NAME
PROCUREMENT AND INSTALLATION/CONSTRUCTION.
G1 TITLE PAGE AND VACINITY MAPS
3 UNLESS OTHERWISE NOTED ON THESE DRAWINGS,ALL ITEMS,MATERIAL,ETC AND PROJECT INFORMATION
INSTALLATION OF THE SAME ARE A PART OF THE CONTRACT DEFINED BY THESE S1 GENERAL NOTES
DRAWINGS W
PARCEL NUMBER:223305000153 S2 PLAN AND ELEVATION - I
4 CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB PARCEL SIZE IN ACRES 0 25 C)
WITH LEGAL DESCRIPTION HAVEN LAKE I n-
$3 STRINGER AND PILE PLAN
SI IE CONDITIONS AND COMPLY TH SAFETY REGULATIONS AND RESTRICTIONS W Z
�
AS APPLICABLE FOR WORKERS AND PEDESTRIAN PROTECTION DURING THE RANGE 2W.TOWNSHIP 23N.SECTION 30 S4 SECTIONS AND DETAILS
COURSE OF CONSTRUCTION.SHOULD THERE BE ANY DAMAGE TO MATERIAL FOR LAND USE t8-RESIDENTIAL ALL OTHER I O
THIS PROJECT DURING CONSTRUCTION,THE CONTRACTOR SHALL REPLACE IN O
KIND THE DAMAGED MATERIAL.AT NO ADO]TIONAL COST TO THE OWNER GOVERNING BUILDING CODES- a i Z
5 ONE SET OF THE APPROVED PLANS BEARING THE STAMPS OF MASON COUNTY 2018INTERNATIONAL BUILDING CODE AS AMENDED BY MASON COUNTY
AND WASHINGTON STATE O
DEPARTMENT OF PLANNING AND DEVELOPMENT SHALL BE MAINTAINED ON THE
PROJECT SITE THROUGHOUT ALI.PHASES OF CONSTRUCTION AND MUST BE MADE
AVAILABLE TO THE BUILDING INSPECTORS FOR REFERENCE DURING
CONSTRUCTION
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SHEET CONTENTS
PROJECT SITE--
VAC I N ITY MAPS TITLE
PAGE
DRAWING NUMBER
REFERENCE: LOCATION:1480 NE TAHUYA PROJECT:NEW CONSTRUCTION OF --
APPLICANT.WAYNE&ROBIN JOHNSON BLACKSMITH RD, TAHUYA WA 98588 TIMBER PIER
ADJACENT PROPERTY OWNERS. PARCFI_#-223305000153 NEAR:HAVEN LAKE 1.JULIE GURRAD ET AL 223305000152 LATITUDE:47 454045 COUNTY:MASON G 1
2.COLBY&JANIS BACKSTROM 223305000154 LONGITUDE:-122.988709 STATE:WASHINGTON
PAGE 1 OF 5 DA I E:8.5 2022
' GENERAL NOTES: MATERIALS: DESIGN LOADS: °E-w'n�
1) CONTRACTOR SHALL VERIFY EXISTING CONDITIONS SHOYVN IN THESE 1) STEEL.UNLESS OTHERWISE NOTED: 1)DEAD LOADS:WEIGHT OF ALL STRUCTURE MATERIAL
DRAWINGS AS+I-OR"REF'AND SHALL NOTIFY THE ENGINEER OF ANGLES AND PLATES: ASTM A36 TIMBER: 35 PCF tisi7a
-
RECORD IMMEDIATELY IF ANY OF THE OBSERVED CONDITIONS PIPE ASTM A53 GRADE B STEEL: 490 PCF IONAL `
•
DIFFER FROM THOSE SHOWN IN THESE DRAWINGS. MISCELLANEOUS STEEL: ASTM A36 DECKING: 5 PCF
BOLTS: ASTM A307 GRADE A
ASLBY
2) THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF EXISTING ALL STEEL COMPONENTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 2)LIVE LOAD: 40 PSF QNGINKERING
STRUCTURES AND OTHER FEATURES THAT MAY IMPACT THE 3)SNOW LOAD: 25 PSF(BASED ON Pg=25 PSF) �J•
DESIGN OR CONSTRUCTION DETAILS AS SHOWN IN THESE ALL STEEL OR FIBERGLASS REINFORCED PLASTIC(FRP)GRATING FOR THE PIER ESIGN
DRAWINGS.PLEASE BRING ANY CONFLICTS TO THE ATTENTION OF SHALL HAVE AT LEAST 60%FUNCTIONAL OPEN SPACE OR 40%OR GREATER 4)1MND LOAD: 30 PSF(BASED ON VuI=110 MPH)
MULTI-DIRECTIONAL OPEN SPACE.INSTALL GRATING PER MANUFACTURERS
THE ENGINEER OF RECORD PRIOR TO BEGINNING AFFECTED RECOMMENDATIONS AND PROCEDURES.
5)ALLOWABLE LOAD COMBINATIONS
WORK.
2)TIMBER: A-DEAD
3) THE SINGLE SPECIAL INSPECTION REQUIRED FOR THIS PROJECT PER ALL SAWM LUMBER SHALL CONFORM TO THE*GRADING AND DRESSING RULES'OF B-DEAD+LIVE
C-DEAD+SNOW
MASON COUNTY IS THE INSTALLATION AND DRIVING OF THE PILE THE WEST COAST LUMBER INSPECTION BUREAU(WCLt8).LATEST EDITION.LUMBER
FOUNDATION THIS SHALL CONFORM TO THE INTERNATIONAL SWILL BE KILN DRIED AND BE THE SPECIES AND GRADE NOTED BELOW.DESIGN D-DEAD+E-DEAD+0 0.S(W +0.75(SNOVJ)
STRESSES ARE BASED ON THE 2015 NOS AND SUPPLEMENTAL DESIGN MATERIAL
BUILDING CODE.CHAPTER 17.AND THE CONTRACTOR SHALL BE F-DEAD+0,75(LND)
E)75(LIVE)+0.75(SNOW)+0.75(0.6'VNND)
RESPONSIBLE FOR DRIVING PILES TO THE MINIMUM EMBEDMENT ALL FIELD TRIMMED OR CUT TIMBER SHALL BE TREATED WITH A PRESERVATIVE
LENGTH(OR TO REFUSAL)LISTED IN THE PILE SCHEDULE TREATMENT TO SEAL NON TREATED FACES. 6)BUOYANCY CALCULATION INFORMATION:
STRINGERS:DOUG-FIR 82 OR 13ETTER BELOW IS A SUMMARY OF THE STRUCTURES INTENDED USE AND W
LOADS CONSIDERED WHILE PERFORMING THE BUOYANCY CALCULATIONS C
CODES AND STANDARDS: ALLOWABLE SHEAR STRESS:180 PSI THE FLOAT STRUCTURE WAS DESIGNED UTILIZING MINIMUM LOADS
OUTLINED ABOVE SUCH THAT THE STRUCTURE ITSELF CAN PERFORM TO W Z
ALLOWABLE BENDING STRESS:9W PSI PREVIOUSLY LISTED LOADS.HOWEVER.DURING A HIGH WATER LEVEL
1) ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL EVENT THE PIER VNLL BE FULLY SUBMERGED,ONCE SUBMERGED,THE O O
BUILDING CODE(IBC)2018 EDITION.INCLUDING ANY AMENDMENTS ALLOWABLE LOWABLE CRUSHING PERPENDICULAR TO GRAIN STRESS:625 PSI BUOYANT FORCE VWLL BE CALCULATED USING ZERO LIVE LOAD.ZERO a Z
SNOW LOAD AND ONLY USE THE STRUCTURE SELF WEIGHT TO COUNTER
ADOPTED 8Y MASON COUNTY. THE TOTAL BUOYANT FORCE APPLIED ON THE PIER = j
PILE CAPS:DOUG-FIR t2 OR BETTER
O
2) ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER ALLOWABLE SHEAR STRESS:170 PSI PROPOSED PIER:6'X 36
STRUCTURES. INTENDED USE:PRIVATE OWNER USE
ALLOWABLE SENDING STRESS:875 PSI
3) MISCELLANEOUS STEEL FABRICATION AND ERECTIONS SHALL ALLOWABLE CRUSHING PERPENDICULAR TO GRAIN STRESS:625 PSI LOADS USED IN BUOYANCY DESIGN:
CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION LRFD.
ALL MATERIAL DEAD LOAD
ISTH EDITION,2018 UNLESS NOTED OTHERWISE
ALL TIMBER SWILL 8E PRESERVATIVE TREATED IN ACCORDANCE WITH THE MOST SNOW LOAD=0 PSF
RECENT EDITION OF THE AWPA STANDARDS TO THE REQUIREMENTS OF USE CATEGORY OCCUPANCY LIVE LOAD=0 PSF
4) TIMBER CONSTRUCTION SHALL CONFORM TO THE NATIONAL DESIGN 5(UC5).ALL TREATMENT SHALL BE DONE BY A MANUFACTURER THAT PRODUCES
SPECIFICATION FOR WOOD CONSTRUCTION(NDS).2018 AND THE PRESERVATIVE TREATED TIMBER.ALL CUTTING AND BORING AFTER PRESERVATIVE PILE SCHEDULE
SUPPLEMENTAL MATERIAL AND CODES. TREATMENT SHALL BE FIELD TREATED PER THE MANUFACTURERS RECOMMENDATIONS
AND PROCEDURES TREATMENT SHALL BE ACZA UNLESS NOTED OTHERWISE PILE REQUIRED
LENGTH BEARING
ALL LAG SCREWS SHALL 8E 1/T"0 AND SHALL CONFIRM TO ANSI/ASME STANDARD (FEET)PILE 6 EMBED CAPACITY
5) ALL MISCELLANEOUS MATERIAL SUCH AS BUT NOT LIMITED TO ANY
UHM .RUB RAIL.DECKING.AND GRATING SHALL CONFORM TO THE 618 2 1 LAG SCREWS SHALL BE EMBEDDED A MINIMUM OF 80(8-DIAMETER)AND MATCH (FEET)
W (KIPS)
MANUFACTURER SPECIFICATIONS AND GUIDELINES FOR MATERIAL THE DIAMETER INDICATED ON PLAN UNLESS NOTED OTHERVUSE THE LEAD HOLE FOR A.B 9.0 6.0 4S
HANDLING.INSTALLA710N,AND INTENDED USE. THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60%-70%OF THE SHANK
DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION C.0 10.0 6.0 41
ALL LAG SCREWS SHALL HAVE A STANDARD WASHER11
E.F 12I0 6.0 2.0
NOTES FOR PILE SCHEDULE ABOVE:
1)BEARING CAPACITY MINIMUMS LISTED ABOVE INCLUDE A FACTOR
OF SAFETY OF 1.5.
2)CONTRACTOR TO VERIFY PILE LENGTHS PRIOR TO ORDER AND
CONSTRUCTION.MINIMUM PILE PENETRATION SHALL BE 5'-0'OR
REFUSAL-.
4
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SHEET CONTENTS
GENERAL
NOTES
DRAWING NUMBER
S1
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j Pt1�-01 WaSHh�f}
C 57111 Q
EXISTING BLOCK WALL
-RETAINING WALL AND ONALENG\
APPROXIMATE R _-_- -
HIGH WATER MARK AS
NOTED BY OTHERS EASLEY
NWNEERING
2'-0"MIN - �DES[GN
GRATING ACROSS FULL DOCK SURFACE WITH 60%
OPEN AREA.TYP.CONTRACTOR TO COORDINATE
WITH OWNER ON GRATING MATERIAL
1'-4"-
5' 8'-(" Of
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0 cf)
CONCRETE LANDING BELOW LOCATED - a
SHORE SIDE OF OHM AS SHOWN.SEE S4 --- -3'-(` NOTES TO CONTRACTOR/REVIEWER.
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FOR DETAILS WATER EDGE OF EX BLOCK WALL 1. PROPOSED OVERWATER COVERAGE AREA-200 SQUARE
FEET ENTIRE NEW DOCK SURFACE TO BE 100%COVERED
- - ----------------------------- -- 38 0' -- ------ ------ IN 60%LIGHT PENETRATING DECKING MATERIAL
COORDINATE MATERIAL WITH OWNER.
2. CONTRACTOR TO COORDINATE FINAL PLACEMENT OF
CONCRETE LANDING AND DOCK WITH OWNERS PRIOR TO
ti- CONSTRUCTION.
PLAN VI_W_-DECK LAYOUT)
SCALE:3W-1'-0" m '
------- -- --- -- --- - 38'-0"- ------- -
t t t
CONCRETE LANDING LOCATED SHORE
SIDE OF OHWM AS SHOWN.SEE S4 FOR CONTRACTOR TO PROVIDE DECKING MATERIAL 8x8 PT DOUG FIR NO 2
DETAILS 3'-0" FULL DEPTH 2x BLK'G OVER PER PLAN OR BTR PILE CAP.TYP B/STRUCTURE
LL
SUPPORTS,TYP
-- � OHW EL.
238 PT DOUG FIR 02 - --- -- — -- �
OR BTR Q 18"OC, p
W a
H
oa
EXISTING BLOCK WALL RETAINING WALL,
30"IN HEIGHT TO REMAIN
4 APPROXIMATE
GROUND LINE. SHEET CONTENTS
PLAN
§ AND
--� ELEVATION
4"0 STANDARD PIPE ---
PILE,TYP DRAWING NUMBER
ELEVATION VIEW ---_.-- S2
SCALE:318'-1'-W
QEw P
ry�y3��i WAS,,CfFk
-0 s3222 `
NALENG`�
ASLEY
NGINEERING
DESIGN
CONTRACTOR TO PROVIDE
FULL DEPTH 2x BLK'G OVER
SUPPORTS,TYP
W
d
- LIJ Z
8x8 PT DOUG FIR NO 2 Q
OR BTR PILE CAP,TYP O (n
CONCRETE LANDING BELOW LOCATED 2x8 PT DOUG FIR A2 OR 8TR7-
SHORE 4x8 PT DOUG FIR 02 RIM BOARD ON (�
SIDE OF OHWM AS SHOWN.SEE S4
P►LE STDARD PIPE STRINGER 18"OC.TYP INSIDE AND OUTSIDE OF PIER(2x8 ALSO a
FOR DETAILS
ACCEPTABLE) 0
EXISTING BLOCK WALL RETAINING WALL.
30'IN HEIGHT TO REMAIN
STRINGER PLAN
SCALE 3B"-1*-W
EXISTING BLOCK BLOCK WALL RETAINING WALL, �\
30"IN HEIGHT TO REMAIN
i
s
A
S4 - OUTLINE OF PIER.TYP
TYP
i T-0'
8x8 PT DOUG FIR NO 2
PILE LETTER PER PILE ---- OR BTR PILE CAP.TYP
SCHEDULE ON S1.0.TYP
t
TYP
B � F
4'0 STANDARD PIPE
1 0" PILE,TYP
CONCRETE LANDING BELOW LOCATED
:�
SHORE SIDE OF OHWM AS SHOWN.SEE S4
SHEET CONTENTS
FOR DETAILS
STRINGER
AND PILE
t t t LAYOUT/PLAN
�.-- ----- 36 0" ----- --
�-
DRAWING NUMBER
PILE PLAN S 3
SCALE 3!8'=1'•0
WgW p F4S
p�O Of-�Sh�LC Fl
H A
r(�t 5a777 ;(WQ-
/OMAL
EASLEY
NGINEERING
DESIGN
Q DECKING MATERIAL PER
------6'-0` ._ ___-_----------- PLAN
DECKING MATERIAL PER TYP STRINGERS®SUPPORTS TYP
PLAN FULL DEPTH 2x
2x8 PT
BLK'G BTWN STRINGER.
4x8 PT STRINGER,TYP STRINGERS TYP
SUPPORTS,TYP r I
—2x8 PT STRINGER
8"x 8"PRESSURE TREATED
DOUG-FIR•2 TIMBER CAP.
CONTRACTOR TO PROVIDE 30N W
FELT PAPER ON EA END OF CAP E I U a.
8"x 8"PRESSURE TREATED- SWO SS THRU BOLT,TYP w Z
1J2 0 x[8 THRU--f DOUG-FIR 02 TIMBER CAP THRU PILE CAP AND ) O
ANGLE CONNECTION TO O �
BOLT.TYP 5J8"0 SS THRU-BOLT. I PILES FROM CAP. ;
TYP -- NEOPRENE BEARING I I ! Z
L6 x 6 x 1/4 x 0'-7",TYP - PAD BETWEEN TIMBER INSTALL BOLTS SNUG EL.
WJBOLTS AT CENTER OF AND PILE/ANGLE TIGHT•Y�TURN OF NUT
L8 x 6 x 1/4 x 1'-0".TYP j O
ANGLE,TYP ASSEMBLY.TYP 1 i
L6 x 6 x 1/4 x 0'-r,TYP i 1
WJBOLTS AT CENTER OF 1 t
PILE PER ANGLE.TYP 1 1
I t PILE PER
PLAN I t PLAN,TYP
SECTION A \ SECTION_ _ B
SCALE:i"=1'0" ---� S4� SCALE:3"=V-0" f,`4
DECKING MATERIAL PER
PLAN
-Y2-0 THRU BOLT,TYP
2x8 PT STRINGER
-Y2"0 ANCHOR BOLT WITH A MIN OF 4"EMBED INTO - V2'0 ANCHOR BOLT WITH A MIN OF 4"
CONCRETE UTILIZING SIMPSON SET XP EPDXY,OR EMBED INTO CONCRETE UTILIZING
XY,OR CAST IN
CAST IN PLACE ALL-THREAD -- - DECKING MATERIAL PER PLACE ALL-THREAD
PLAN
5 FT x 1'-4"x 5.5"CONCRETE LANDING LOCATED
SHORE SIDE OF OHM AS SHOWN ON PLAN.
REINFORCE WITH ft4 12"OC.PLACED IN a — - —
CENTER Of SLAB �T =) 1 1
• . 2x8 PT STRINGER
-III
o -I I _..-.III-=1I III=II I=1I l=I I III=1I I=1I
4'LAYER OF 518"-SUBGRADE - I_I I I-I -III- g
SHEET CONTENTS
COMPACTED TO 9D%COMPACTION 6 FT 4 x 8 PT HF#12 BOLTED TO PRIOR TO PLACEMENT OF CONCRETE CONCRETE FOR STRINGERS TO _
SLAB /�APPROXIMATE FASTEN TO
2"0 PIPE PIIE,DRIVE TO GROUND LINE. SECTIONS
REFUSAL AT 30 DEGREE --III-I -III-III I I--I I I
ANGLE - 2'0TO PIPE PILE,DRIVEN AND
I I- TO REFUSAL AT 30
DEGREE ANGLE.TYP
EXISTING BLOCK WALL RETAINING WALL.
30"IN HEIGHT TO REMAIN
iDRAWiNt;NUMQE
SECTION C SECTION ,
SCALE 1 112"=i'-o" - S4 SCALE:1 Irr m 1'-0- S4
S4