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A A B A C D A E A F A G H
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L DESIGN CRITERIA CONCRETE REINFORCING STRUCTURAL MATERIAL SYMBOLS
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L 1. DESIGN CODE: 2015 WASHINGTON STATE BUILDING CODE (WSBC 2015) AS AMENDED BY THE CITY OF RENTON. 1. REINFORCING STEEL: CD
r TYPICAL: ASTM A615, GRADE 60 SYMBOL DESCRIPTION CD
2 2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS. WELDED: ASTM A706, GRADE 60 00
CD 3. ALL LOADS SHOWN ARE ASCE 7-10 UNFACTORED LOADS UNLESS NOTED OTHERWISE. APPLY THE ASCE 7 OR 3. CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE: GROUT
U
00 IBC 2015 LOAD FACTORS (ASD OR LRFD) AS NECESSARY. ANY REINFORCING WHEN CAST AGAINST EARTH: 3"
CD 4. DEAD LOADS: CONCRETE EXPOSED TO EARTH, LIQUID, WASHDOWN, OR WEATHER: CHEMICALLY GROUTED
SELF WEIGHT ALL REINFORCING: 2 1/2" GRANULAR FILL
5. LOADS ACTING ON EXCAVATION SUPPORT: 4. ALL HOOKED REBARS SHALL BE ACI STANDARD HOOKS I EARTH OR FINISH GRADE
W ALL LOADS ACTING ON THE EXCAVATION SUPPORT SYSTEM ARE BASED ON THE RECOMMENDATIONS 5. ALL LAPPED REBAR LAP SPLICES SHALL BE ACI CLASS B TENSION LAP SPLICES
F___ CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ASPECT CONSULTING, DATED CONCRETE OR SHOTCRETE
DECEMBER, 2018.
LO
z CAST IN PLACE CONCRETE = STEEL p
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z EARTH PRESSURES FOR INTERNALLY BRACED TEMPORARY SHORING 1. 28-DAY COMPRESSIVE (DESIGN) STRENGTHS: CO
W INTERNALLY BRACED ALL CONCRETE SHALL BE: 4000 PSI
SHEET PILING
U_ BAl 2. ROUGHEN AND CLEAN ALL EXISTING CONCRETE SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST IT
O PRIOR TO PLACING ADJACENT CONCRETE.
H Ho Dw
BOTTOM OF 3. COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS
EXCAVATION
62.4 psf U AND INSERTS PRIOR TO PLACEMENT OF CONCRETE.
H, ft
HYDROSTATIC 4. SHOTCRETE HAVING THE SAME 28-DAY COMPRESSIVE STRENGTH MAY BE USED IN PLACE OF CAST -IN -PLACE
pw pa PRESSURE CONCRETE AT THE ESI PIPE OPENING CLOSURES. W
500
psf 1zU)
CG t ft Q
^2
L.L
STRUCTURAL STEEL AND METAL FABRICATIONS
100 z
psf O
1 ft
E 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS: Q
W-SHAPES A992
MISCELLANEOUS SHAPES INCLUDING
PP
ANGLES, CHANNELS, PLATES, ETC. A36
o J
HOLLOW STRUCTURAL SECTIONS (HSS) A1085 m
ALLOWABLE STATIC o STEEL PIPE A53, GRADE B =
PASSIVE ACTIVE 4
3 PRESSURE PRESSURE >
WHERE: 0 2. FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS EXCEPT WHERE SPECIFICALLY w
pa =25H°
pw = 12Hw - INDICATED OTHERWISE:
=
p�w _ 900CGper Aspe Aspect STRUCTURAL STEEL BOLTS: F3125 GRADE A325 N
CG = 11 ft +/- per Carollo ° J
N
NOTES NOT TO SCALE m O
1. EARTH PRESSURES ARE IN POUNDS PER SQUARE FOOT (PSF), LINEAR DIMENSIONS INFEET (FT). CONCRETE SCREW ANCHORS (GALVANIZED) HILTI KWIK HUS, POWERS WEDGE -BOLT+,
2. LEVEL GROUND CONDITIONS ARE ASSUMED.
SIMPSON TITEN HD, OR APPROVED EQUAL (�
3. EARTH PRESSURES ASSUME EXCAVATION AND SHORING METHODS THAT RESULT IN THE ACTIVE PRESSURE CONDITION. m W
c
4.ALLOWABLE
LOWA LE PASSIVE EARTH PRESSURES INCLUDE A FACTOR OF SAFETY OF 1.5 AND ASSUME SATURATED CONDITIONS BELOW THE BOTTOM 3. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE U)
OF 5. EARTH PRESSURES ARE APPROPRIATE FOR TEMPORARY SHORING WALLS WITH AT LEAST ONE LEVEL OF INTERNAL BRACING. PROJECT REPRESENTATIVE.
6. REFER TO THE TEXT FOR ADDITIONAL TEMPORARY SHORING CONSIDERATIONS AND DETAILS.
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7. RAILROAD SURCHARGE SHOULD BE COMPUTED IN ACCORDANCE WITH BNSF & UPPR (2004) GUIDELINES FOR TEMPORARY SHORING. % ^�
8. A 100 PSF UNIFORM RECTANGULAR SURCHARGE SHOULD BE ADDED TO THE DISTRIBUTION SHOWN FOR SHORING WALLS NOT SURCHARGED I..L
BY THE RAILROAD.
W
Legend U
H = Height of Wall (Feet) Internally Braced Temporary Shoring w
Ho = Height of Wall Above Design Groundwater Elevation (Feet) Earth Pressure Diagram o
2 Hw = Height of Wall Below Design Groundwater Elevation (Feet) Eastside Interceptor II Rehabilitation Z
BI = Internal Bracing Location
D = Shoring Embedment (Feet) Renton, Washington g' I I I
CG = Chemical Grout Ground Improvement Thickness (Feet) Y
p = Ordinate of Maximum Apparent Earth Pressure (Pounds Per Square Foot) RY. Q
Aspect DEC 2018 M� FIGURE NO.
Dw = Design Groundwater Depth (Below Ground Surface, Feet) a
PROJECTNO. REVISED 6Y ' ^
CONSULTING 170226 MO(12.04.2018) 3 v,
VJ
GENERAL INFORMATION WELDING w
z
1. WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS): O
1. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING D1.1, STRUCTURAL WELDING CODE STEEL
THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT. D1.4, STRUCTURAL WELDING CODE REINFORCING STEEL
2. VERIFY FINAL OPENING DIMENSIONS IN THE ESI PIPELINE WITH OTHER DISCIPLINE DRAWINGS PRIOR TO 2. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26. 0�
CONSTRUCTION OF THESE ELEMENTS. O
ILL.
INDICATED OTHERWISE CJP BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION () .
3. DO NOT CUT OR MODIFY PIPES OR OTHER STRUCTURES, UNLESS SPECIFICALLY DETAILED OR APPROVED IN 3. z
WRITING BY THE PROJECT REPRESENTATIVE. -
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THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. w
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i i i i I I DESIGNED/DRAWN: I CHECKED: DEPARTMENT OF NATURAL RESOURCES & PARKS DATE:
co a fell I PERMIT ISSUE DRAWING This document is released for R. ROBERTS C. ROBERTS WASTEWATER TREATMENT DIVISION JANUARY 2019 z
Mthe purpose of information ______-L____________ EASTSIDE INTERCEPTOR SECTION 2-------------- W
I exchange review and planning PROJECT ENGINEER: i SCALE: PROJECT FILE NO:
--�---- i only under the authority of REHABILITATION - PHASE 11
`0 , This document version is designed to contain I y y B. SLIGER AS NOTED . 16-1 123630
Ronald M. Roberts P.E. -- ---- -- ----------------------- �--
sufficient relevant information for the applicable I I O
0 i pp I I (Washington License No. DESIGN APPROVAL: I FACILITY NUMBER: DRAWING NO:
--�-- b I Permit Review submittal and approval process. 20403) on January, 2019. It is
I B. ISAAC i NONE Cou GENERAL STRUCTURAL 001 >
not to be used for bidding n
W W I I I I i I , permit or construction PROJECT ACCEPTANCE:I CONTRACT NO:
REV
w ; ; ; ; Roberts En ineerin I I purposes. I sH21 ° 36AL NO 0 (�
Q I g g i JANUARY 2019 i M. DARBY i C01307C18 NOTES
X NO I REVISION DESCRIPTION I BY APVD I DATE I
A V B V C V D V E F V G H