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DESIGN CRITERIA GENERAL CONSTRUCTION NOTES HOLLOW CORE PLANK BY PRECAST WITH
<br /> EP ANKs�°ERECTED #4@WAY
<br /> EA WAY S2
<br /> CODE: SCOPE OF WORK:
<br /> VERTICAL LOADS ON VAULT LID: _ $
<br /> VAULT DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE THE WORK INCLUDED IS THE DESIGN MANUFACTURE AND DELIVERY OF - a
<br /> UNIFORM LIVE LOAD: 150PSF 2018 IBC A5 ADOPTED BY THE CITY OF EVERETT,WASHINGTON. PRECAST PRESTRESSED CONCRETE UNITS.DESIGN PLANK FOR THE MOST
<br /> CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE DESIGN
<br /> GENERAL DETAILS: O°
<br /> CRITERIA NOTE. ""' � ""
<br /> HS20 TRUCK WHEEL LOADS: CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO a
<br /> 13'-611 141to 30 DETAILS SHOWN FOR SIMILAR CONDITIONS, THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND y
<br /> TRACTOR: CONIC DOBIE OR � s
<br /> FRONT AXLE 8,000 lb. DISCREPANCIES: PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED CIVIL CONT.BACKER ROD IF REQ'D. CHAIR s
<br /> SINGLE REAR AXLE 32,000 Ib, THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY DISCREPANCY OR ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br /> OMISSION IN THE DRAWINGS OR SPECIFICATIONS. n TYP PLANK JOINT DETAIL n TYP GRADE SLAB SECTION W
<br /> FRONT (REAR REAR THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR
<br /> � �
<br /> TRAILER: 1 2 0
<br /> SINGLE REAR AXLE =32,000 lb. SHORING 6 EXCAVATION: STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO OTHER Si n-i n-i ii y
<br /> TRACTOR TRAILER o THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE PLANK SCALE 1-1-0u Sl SCALE
<br /> PROCEDURES,INCLUDING LAGGING,SHORING AND PROTECTION OF ADJACENT MANUFACTURER. —
<br /> DESIGN LIVE LOAD AND TRUCK WHEEL LOADS TO BE APPLIED PROPERTY,STRUCTURES,STREETS AND UTILITIES.
<br /> INDEPENDENTLY AND IN COMBINATION WITH THE SOIL COVER DEAD LOAD. ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH THE
<br /> VAULT LID IS NOT ACCESSIBLE TO VACTOR OR FIRE TRUCKS. WALL BACKFILL: MANUFACTURER'S RECOMMENDATIONS. N
<br /> PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE PLACED THE H o
<br /> IMPACT 8 FATIGUE: LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF CURE ON THE PLANK VOID SEE CIVIL DWGS o ui
<br /> FILL. FOR PIPE DIA. ADD ONE VERT FULL CUT NO MORE THAN 2 0
<br /> DUE TO THE LOW SPEEDS OF SERVICE VEHICLES OVER THE LID,AND THE HEIGHT REINF BAR WALL VERT REINF BAR
<br /> SOIL COVER OVER THE LID,INCREASES IN VEHICLE LOADS TO ACCOUNT LOCATION AND
<br /> BACKFILL SOIL: EACH SIDE OF @ BLOCKOUT E
<br /> FOR IMPACT d FATIGUE ARE NOT REQUIRED. SEE THE GEOTECHNICAL REPORT FOR WALL BACKFILL MATERIAL REQUIREMENTS STRUCTURAL STEEL INVERT ELEV. n BLOCKOUT U
<br /> AND PLACEMENT AND COMPACTION REQUIREMENTS.ALL COMPACTION OCCURING 3 ADD#5x4'-O°NEAR Q. Y
<br /> SOIL COVER FOR SUBSTRUCTURE DESIGN: MAX 3° INSIDE FACE OF WALL O z
<br /> THE SUBSTRUCTURE WAS DESIGNED FOR A SOIL COVER OF 1.7FT MIN TO WITHIN 5'OF THE WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY. MATERIALS: i S
<br /> MAX ABOVE BLOCKOUT m
<br /> 3.7FT MAX OVER THE VAULT. a. STRUCTURAL STEEL SHAPES d PLATES SHALL CONFORM TO ASTM TYP m
<br /> A36. - SEE CIVIL DWGS FOR SEE CIVIL DWGS FOR z
<br /> RAISED GRATING: b. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 PIPE DIA.LOCATION PIPE DIA.LOCATION o
<br /> 100PSF UNIFORM PEDESTRIAN LIVE LOAD, CONCRETE GRADE B,Fy=42,000PSI. a AND INVERT ELEV. AND INVERT ELEV,ME Y W
<br /> FOUNDATION DESIGN: CONCRETE REQUIREMENTS: WELDING: O 2 a z w
<br /> FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES PROVIDED IN CONFORM TO AWS D1.1"STRUCTRUAL WELDING CODE-STEEL". WELDERS NON SHRINK i 0
<br /> THE GEOTECHNICAL REPORT BY EARTH SOLUTIONS NW,LLC DATED LOCATION STRENGTH MAX W/C RATIO SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 Y-8
<br /> TYP WALL a o- GROUT VOID ,s�,
<br /> 12-06-2021. WALLS d C.I,P.LID 4000PSI @ 28 DAYS 0.50 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. m F FILL
<br /> FTGS d GRADE SLAB 4000PS1 @ 56 DAYS 0.53 REINF _ .� c �
<br /> ALLOWABLE BEARING PRESSURE: 3,000 PSF ON STIFF NATIVE SOILS PLANK VOID FILL TO MEET PLANK MFGR'S REQUIREMENTS+ GALVANIZING: °' .> .2 a 3
<br /> TOP OF GRADE T -
<br /> ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER r
<br /> LATERAL EARTH PRESSURES-DRAINED LEVEL BACKFILL: PLANK JOINT GROUT TO MEET PLANK MFGR'S REQUIREMENTS* FABRICATION CONFORMING TO ASM A-123.REPAIRS SHALL CONFORM TO ADD#Sx48°DIAG SLAB-FOOTING 0 �+a
<br /> ACTIVE CONDITION: 35 PCF EFW 'MINIMUM STRENGTH SHALL BE 3000P51 @ 28 DAYS. ASTM A-780 USING ZINC RICH PAINT,THE COATING THICKNESS FOR THE ALONG INSIDE FACE Q
<br /> PAINT MUST BE 5OX MORE THAN THE SURROUNDING COATING THICKNESS, AS SHOWN CUT NO MORE THAN 2
<br /> AT REST CONDITION: 55 PCF EFW AIR CONTENT: BUT NOT GREATER THAN 4.0 MILS. WALL VERT REINF BAR
<br /> SEISMIC PRESSURE COMPONENT: E=8H PSF UNIFORM HORZ PRESSURE CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5%c/-l%ENTRAINED AIR. @ BLOCKOUT OP_
<br /> SATURATED SOIL DENSITY: 125 PCF MIX DESIGN: \�
<br /> SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH 05� �E��,KO
<br /> THE SPECIFICATIONS.SUBMIT MIX DESIGNS TO THE ENGINEER FOR REVIEW PRIOR OQ�OF 9
<br /> TO PLACEMENT. DEFERRED SUBMITTALS WALL REINF @ PIPE PENETRATION
<br /> MATERIAL REQUIREMENTS:
<br /> 0
<br /> CEMENT: ASTM ADMIXTURES:ACI 301,
<br /> SPECIAL INSPECTION PLAN v _
<br /> AGGREGATES:ASTMTM C33. WATER:ASTM C94. THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED A5"DEFERRED
<br /> SUBMITTALS"AS DEFINED IN THE 2018 IBC )J u4
<br /> EXPOSURE CATEGORIES: cos°tueAL
<br /> GENERAL: FREEZING THAWING FO PRECAST PRESTRESSED HOLLOW CORE PLANK SEE FND PLAN `rXO NAL E�
<br /> SPECIAL INSPECTION BY A QUALIFIED INSPECTOR I5 REQUIRED IN SULFATE 50 ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF KEYNOTES FOR
<br /> ACCORDANCE WITH THE 2018 IBC. IN CONTACT w/WATER W1 A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON WALL REINF.
<br /> QUALIFICATION: CORROSION PROTECTION Cl WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED,
<br /> THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL ® #5 DOWEL TO MATCH
<br /> DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING PLACING REQUIREMENTS: THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR WALL VERT REINF Z
<br /> #5 IN EACH 111#5 x 2'-3" 3'-0"
<br /> OFFICIAL, DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE 3�-p�� SPACING,SEE 1191 PLACING: ENGINEER OF RECORD. VOID 131 C EA SIDE OF � FOR PLACEMENT
<br /> �
<br /> REQUIRED VERIFICATION 8 INSPECTION: PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID TOTAL OPNG REQMTS, Z
<br /> THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS d SEGREGATION. COPIES OF THE APPROVED DEFERRED SUBMITTAL DOCUMENTS SHALL BE
<br /> INSPECTIONS NOTED IN THE SCHEDULE BELOW MAINTAINED ON SITE BY THE GENERAL CONTRACTOR AND MADE GRADE SLAB REINF J
<br /> DEBRIS: AVAILABLE FOR REVIEW AS REQUESTED. - ° SEE FOUNDATION
<br /> INSPECTION & TESTING SCHEDULE REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. PLAN �� � a 3
<br /> CONSOLIDATION: LL' -
<br /> CONSOLIDATE CONCRETE BY SUITABLE MEANS,THOROUGHLY WORK CONCRETE 131-#5 CONT.
<br /> 2018 IBC j✓ Z
<br /> TYPES OF WORK FREQ, AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. o
<br /> SECTION ,
<br /> CAST IN PLACE CONC
<br /> CURING REQUIREMENTS:
<br /> 1 6 0 t
<br /> REINFORCING STEEL,PLACEMENT. P 1706.3 CURING: ? a o •a • Z
<br /> CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD �LOQ� W
<br /> INSTALLATION d FASTENING OF PRECAST PANELS P 1705.3 OF TIME AFTER PLACEMENT,
<br /> 2'0°
<br /> WEATHER CONDITIONS: 11n #5@12"o/c
<br /> I
<br /> in
<br /> PLACEMENT OF CONCRETE C 1705.5 ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN - '`----"-- --'-`- -----'-�-- -- ---- ---
<br /> ��y W
<br /> VERIFYING USE OF REQUIRED DESIGN MIX p 1705.3
<br /> ACCORDANCE WITH THE SPECIFICATIONS, 2'-6"
<br /> TESTING OF THE CONCRETE FOR SPECIFIED LID PLANK PLACEMENT: W
<br /> STRENGTH,AIR CONTENT AND SLUMP C 1705.3 IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS HAVE BEEN �1 K N E EWALL FTG DETAIL a
<br /> ALLOWED A MINIMUM OF 3 DAYS OF CURE.WHEN AVERAGE AMBIENT TEMPERATURES
<br /> STRUCTURAL STEEL ARE LESS THAN 50 DEGREES FAHRENHEIT,THE CONTRACTOR MUST ALLOW A S1
<br /> MINIMUM CURE TIME OF 7 DAYS OR PROVIDE AN ADDITIONAL SET OF CYLINDERS TO SCALE 3/4"=1'-0"
<br /> STRUCTURAL STEEL I GRATING I FABRICATION P 1704.2.5 BE BROKEN AT THE TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE �i W
<br /> STRENGTH OF 1,000 PSI HAS BEEN REACHED. IR tu
<br /> SOILS
<br /> Lu
<br /> VERIFICATION OF SOIL-BEARING CAPACITY: 1 3" MAX DOWEL d VERT REINF TO BE YJ
<br /> INSTALLATION OF DRAINAGE SYSTEM: P 1705.E REINFORCING BAR #5 IN EACH VOID 17)TOTAL PLACED IN LINE DOWN THE N LL
<br /> LENGTH OF THE WALL O
<br /> PLACEMENT d COMPACTION OF WALL BACKFILL: P 1705.6 MATERIAL REQUIREMENT:
<br /> FREQUENCY LEGEND REINFORCING BARS: #5 IN EACH n
<br /> C= CONTINUOUS P= PERIODIC USE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT AS NOTED ON VOID 13I 3'-0
<br /> SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION d THE DRAWINGS.
<br /> TOTAL C 111#5 x 2'-3"C
<br /> INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS
<br /> INSPECTIONS. FABRICATION AND PLACING REQUIREMENTS:
<br /> CERTIFICATE OF COMPLIANCE: BENDING: DOWEL w/o FTG TO VERT WALL
<br /> THE SPECIAL INSPECTION AGENCY SHALL PROVIDE A FINAL LETTER BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT VERT BAR WALL REINF U)
<br /> CERTIFICATE OF COMPLIANCE STATING THAT THE REVIEWED WORK WAS BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE SPLICE DOWEL Lu
<br /> H
<br /> COMPLETED IN ACCORDANCE WITH THE PERMITTED DOCUMENTS, ENGINEER.
<br /> O CO)
<br /> SUBMITTAL OF REPORTS: PLACING: Z J
<br /> ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY DOWEL d VERT REINF TO BE J H
<br /> SUBMITTED TO THE OWNER,SITE STRUCTURES AND THE BUILDING OFFICIAL CONSTRUCTION LOADS OR BY PLACING OF CONCRETE. MAXIMUM SPACING OF = 2" MAX Q W
<br /> PLACED IN LINE DOWN THE
<br /> BY THE AGENCY PERFORMING THE INSPECTION OR TESTING. SUPPORTS SHALL BE 3'-6" z¢G cc Q
<br /> ti 2� LENGTH OF THE WALL =31
<br /> CONCRETE COVER:
<br /> MINIMUM CONCRETE COVER FOR REINF,SHALL BE AS FOLLOWS,UNLESS NOTED ? I.—
<br /> OTHERWISE:
<br /> fx
<br /> CONCRETE CAST AGAINST EARTH 3
<br /> OPEN METAL GRATING " - ~
<br /> CONCRETE CAST AGAINST FORMS AND O ® N
<br /> OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS EXPOSED TO EARTH 2" 1'-6" 6" #5 IN EACH DOWEL w/o FTG TO L VERT WALL
<br /> SPECIFIED ON THE DRAWINGS.ALL STEEL GRATING AND GRATING VOID(7) VERT BAR WALL REINF
<br /> COMPONENTS INCLUDING ITEMS EMBEDED WITHIN THE CONCRETE SHALL BE WET SETTINGS: 2'-0° TOTAL 1�-p° SPLICE DOWEL SHEET:
<br /> HOT DIPPED GALVANIZED AFTER FABRICATION.SEE STRUCTURAL STEEL REINFORCEMENT ANCHOR BOLTS,OR ANY EMBEDDED ITEM WITHIN THE CONCRETE,
<br /> NOTES FOR GALVANIZING REQUIREMENTS. MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE
<br /> FORMS.
<br /> SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL AND LAP SPLICES: Sl SECURE THE GRATING IN PLACE d SHALL PROVIDE SHOP DRAWINGS LID REINF @ MANHOLE n TYP FTG DOWEL PLACEMENT DETAIL OF 4
<br /> DETAILING ALL COMPONENTS OF THE INSTALLATION, LAP ALL BARS 24"MIN UNLESS SHOWN OTHERWISE ON THESE DRAWINGS.
<br /> S1 NTS 51 SCALE 1n,p_pn
<br /> S-22-031
<br />
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