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DESIGN CRITERIA GENERAL CONSTRUCTION NOTES HOLLOW CORE PLANK BY PRECAST WITH
<br /> EP ANKs�°ERECTED E4@WAY
<br /> EA WAY `:
<br /> CODE: SCOPE OF WORK:
<br /> VERTICAL LOADS ON VAULT LID: _ $
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<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 M05T
<br /> CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE DESIGN
<br /> GENERAL DETAILS:
<br /> 6HS20 TRUCK WHEEL LOADS: CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO
<br /> CRITERIA NOTE. ""' "" a 52
<br /> 131-611 141to 30' DETAILS SHOWN FOR SIMILAR CONDITIONS, THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND y o
<br /> TRACTOR: CONIC DOBIE OR
<br /> FRONT AXLE 8,000 lb. DISCREPANCIES: PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED CIVIL CONT.BACKER ROD IF REQ'D. CHAIR
<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, 2 TYP GRADE SLAB SECTION °� LL
<br /> FRONT (REAR REAR TRAILER: THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR n TYP PLANK JOINT DETAIL n W W
<br /> SINGLE REAR AXLE =32,000 lb. SHORING&EXCAVATION: STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO OTHER �+
<br /> TRACTOR TRAILER o THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE PLANK S1 SCALE 1°=P-011 S1 SCALE 1-1/2"=1'-0" �+
<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
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<br /> WALL BACKFILL: MANUFACTURER'S RECOMMENDATIONS. N N
<br /> VAULT LID I5 NOT ACCESSIBLE TO VACTOR OR FIRE TRUCKS. �7
<br /> PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE PLACED THE ADD#5x48"DIAG o
<br /> IMPACT&FATIGUE: LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF CURE ON THE PLANK VOID SEE CIVIL DWGS ADD ONE VERT FULL ALONG INSIDE FACE CUT NO MORE THAN 2 o 0
<br /> DUE TO THE LOW SPEEDS OF SERVICE VEHICLES OVER THE LID,AND THE FILL. FOR PIPE DIA. AS SHOWN
<br /> SOIL COVER OVER THE LID,INCREASES IN VEHICLE LOADS TO ACCOUNT LOCATION AND HEIGHT REINF BAR WALL VERT REINF BAR
<br /> STRUCTURAL SOIL: STRUCTURAL STEEL EACH SIDE OF @ BLOCKOUT E
<br /> FOR IMPACT&FATIGUE ARE NOT REQUIRED. SEE THE GEOTECHNICAL REPORT FOR WALL BACKFILL MATERIAL REQUIREMENTS INVERT ELEV. n BLOCKOUT U Qj
<br /> AND PLACEMENT AND COMPACTION REQUIREMENTS.ALL COMPACTION OCCURING MATERIALS: 3 ADD#5x4'-O°NEAR 0. 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.OFT MIN TO WITHIN 5'OF THE WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY. a. STRUCTURAL STEEL SHAPES&PLATES SHALL CONFORM TO ASTM
<br /> 3.OFT MAX OVER THE VAULT. A36. MAX ABOVE BLOCKOUT m
<br /> b. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 NON SHRINK TYP SEE CIVIL DWG5 FOR ,5 0
<br /> RAISED GRATING: GRADE B,Fy=42,000PSI. GROUT VOID PIPE DIA.LOCATION W
<br /> 100PSF UNIFORM PEDESTRIAN LIVE LOAD, CONCRETE WELDING: FILL TAND INVERT ELEV. Y o
<br /> CONFORM TO AWS D1.1"STRUCTRUAL WELDING CODE-STEEL". WELDERS
<br /> FOUNDATION DESIGN: CONCRETE REQUIREMENTS: 5
<br /> FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES PROVIDED IN 0 0 w
<br /> SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 a z
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<br /> THE GE REPORT BY EARTH SOLUTIONS NW,LLC DATED LOCATION STRENGTH MAX W/C RATIO ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. NON SHRINK y m 8TYP WALL Ua o- GROUT VOID z
<br /> 72-06-2021. WALLS&C.I.P.LID 4000PSI®28 DAYS 0.50 GALVANIZING: REINF �� FILL �
<br /> FTGS&GRADE SLAB 4000PSI @ 56 DAYS 0.53 ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER �� c
<br /> ALLOWABLE BEARING PRESSURE: 3,000 PSF ON STIFF NATIVE SOILS 0 a 3
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<br /> PLANK VOID FILL TO MEET PLANK MFGR'S REQUIREMENTS* FABRICATION CONFORMING TO ASM A-123.REPAIRS SHALL CONFORM TO TOP OF GRADE ,r-^
<br /> LATERAL EARTH PRESSURES-DRAINED LEVEL BACKFILL PLANK JOINT GROUT TO MEET PLANK MFGR'S REQUIREMENTS* ASTM A-780 USING ZINC RICH PAINT,THE COATING THICKNESS FOR THE ADD#5x48°DIAG SLAB-FOOTING
<br /> 'MINIMUM STRENGTH SHALL BE 3000PS1 @ 28 DAYS. PAINT MUST BE 50X MORE THAN THE SURROUNDING COATING THICKNESS, ALONG INSIDE FACE Q
<br /> ACTIVE CONDITION: 35 PCF EFW BUT NOT GREATER THAN 4.0 MILS. AS SHOWN CUT NO MORE THAN 2
<br /> AT REST CONDITION: 55 PCF EFW AIR CONTENT: WALL VERT REINF BAR
<br /> CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5%c/-l%ENTRAINED AIR.
<br /> SEISMIC PRESSURE COMPONENT: E=8H PSF UNIFORM HORZ PRESSURE @ BLOCKOUT 611
<br /> SATURATED SOIL DENSITY, 125 PCP MIX DESIGN: DEFERRED SUBMITTALS
<br /> SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH
<br /> THE SPECIFICATIONS.SUBMIT MIX DESIGNS TO THE ENGINEER FOR REVIEW PRIOR THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED A5"DEFERRED O�OQ�`oF J.K09
<br /> TO PLACEMENT. WALL REINF @ PIPE PENETRATION
<br /> SPECIAL INSPECTION PLAN MATERIAL REQUIREMENTS: SUBMITTALS"AS DEFINED IN THE 2018 IBC
<br /> CEMENT: ASTM C150. ADMIXTURES:ACI 301, PRECAST PRESTRESSED HOLLOW CORE PLANK c
<br /> AGGREGATES:ASTM C33. WATER:ASTM C94. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF #5 IN EACH 3'-OS
<br /> GENERAL: A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON VOID(3) 3'-O" t )1u4
<br /> SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN EXPOSURE CATEGORIES: C pl#5 x 2'-3"C FS ORAL
<br /> ACCORDANCE WITH THE 2018 IBC. FREEZING THAWING FO WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED TOTAL SEE FND PLAN SXONAL E�
<br /> QUALIFICATION: SULFATE 50 THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR KEYNOTES FOR
<br /> THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL IN CONTACT w/WATER W1 DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE WALL REINF.
<br /> DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING CORROSION PROTECTION C1 ENGINEER OF RECORD,
<br /> OFFICIAL ® #5 DOWEL TO MATCH
<br /> PLACING REQUIREMENTS: COPIES OF THE APPROVED DEFERRED SUBMITTAL DOCUMENTS SHALL BE WALL VERT REINF Z
<br /> REQUIRED VERIFICATION&INSPECTION: MAINTAINED ON SITE BY THE GENERAL CONTRACTOR AND MADE SPACING,SEE 6/51 O
<br /> THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS& PLACING:
<br /> PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID AVAILABLE FOR REVIEW AS REQUESTED. FOR PLACEMENT
<br /> INSPECTIONS NOTED IN THE SCHEDULE BELOW REQMTS,
<br /> SEGREGATION. Z
<br /> INSPECTION & TESTING SCHEDULE DEBRIS: _ GRADE SLAB REINF
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<br /> I a K' SEE FOUNDATION
<br /> REINFORCING BAR 3
<br /> REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. tioQ� PLAN
<br /> 2018 BC I Q Q
<br /> TYPES OF WORK FREQ, SECTION CONSOLIDATION:
<br /> CONSOL DATE CONCRETE BY SUITABLE MEANS,THOROUGHLY WORK CONCRETE MATERIAL REQUIREMENT: 131-45 CONT.
<br /> CAST IN PLACE CONC
<br /> AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. ---'`----"-- --'-`- -"----'-'-- —"----''---
<br /> REINFORCING BARS: '
<br /> REINFORCING STEEL,PLACEMENT. P 1706.5 CURING REQUIREMENTS: USE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT AS _ O
<br /> NOTED ON THE DRAWINGS. _Q
<br /> INSTALLATION&FASTENING OF PRECAST PANELS P 1705.5 CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD FABRICATION AND PLACING REQUIREMENTS: 6" #5 IN EACH o W W
<br /> OF TIME AFTER PLACEMENT, V-0" VOID 171 5'-3" �
<br /> PLACEMENT OF CONCRETE C 1705.3 BENDING: TOTAL 1�-0"�WEATHER CONDITIONS: BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE 11n #5@12"o/c LU� Q
<br /> VERIFYING USE OF REQUIRED DESIGN MIX P 1705.3 ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR
<br /> TESTING OF THE CONCRETE FOR SPECIFIED ACCORDANCE WITH THE SPECIFICATIONS, AUTHORIZED BY THE ENGINEER.
<br /> STRENGTH,AIR CONTENT AND SLUMP C 1705.3 PLACING; n LID REINF @ MANHOLE Q
<br /> LID PLANK PLACEMENT: LU
<br /> REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT I
<br /> ALLOWED
<br /> NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS HAVE BEEN S1
<br /> STRUCTURAL STEEL ALLOWED A MINIMUM OF 3 DAYS OF CURE.WHEN AVERAGE AMBIENT TEMPERATURES DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE, NTS r1 K N E EWALL FTG DETAIL a
<br /> STRUCTURAL STEEL(GRATING I FABRICATION P 1704.2.5 ARE LE55 THAN 50 DEGREES FAHRENHEIT,THE CONTRACTOR MUST ALLOW A MAXIMUM SPACING OF SUPPORTS SHALL BE V-611. S1
<br /> MINIMUM CURE TIME OF 7 DAYS OR PROVIDE AN ADDITIONAL SET OF CYLINDERS TO CONCRETE COVER: SCALE 3/4"=1'-0" k
<br /> SOILS BE BROKEN AT THE TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE MINIMUM CONCRETE COVER FOR REINF.SHALL BE AS FOLLOWS,UNLESS W
<br /> STRENGTH OF 1,000 PSI HAS BEEN REACHED. NOTED OTHERWISE: ♦Y W
<br /> VERIFICATION OF SOIL-BEARING CAPACITY: • , , • C) W INSTALLATION OF DRAINAGE SYSTEM: P 1705.6 FINISH: CONCRETE CAST AGAINST EARTH 3" ; : : ; DOWEL&VERT REINF TO BE I—
<br /> a. CONCRETE FINISH TO BE SMOOTH WITH NO FINS,VOIDS,ROCK POCKETS,OR 3" MAX PLACED IN LINE DOWN THE N LL
<br /> PLACEMENT&COMPACTION OF WALL BACKFILL: P 1705.E OTHER IRREGULARITIES. CONCRETE CAST AGAINST FORMS AND a
<br /> b. CONE SNAP TIES ARE REQUIRED AND ARE TO BE REMOVED AND EPDXY EXPOSED TO EARTH 2" - gyp© TE T LENGTH OF THE WALL O
<br /> FREQUENCY LEGEND SEALED AT ALL INTERIOR AND EXTERIOR WALL SURFACES,NO FLAT TIES . , DOWELS
<br /> PLANK
<br /> C= CONTINUOUS P= PERIODIC ALLOWED. WET SETTINGS: ; : : • DOWELS PLACED
<br /> SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION& REINFORCEMENT ANCHOR BOLTS,OR ANY EMBEDDED ITEM WITHIN THE ---f-------=-------=-------.F--- AT MIDDEPTH OF U
<br /> NSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS CONCRETE,MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN -
<br /> I SLAB.
<br /> NSPECTIONS. POURED WITHIN THE FORMS. - -- - 12-1/2"THICK
<br /> CERTIFICATE OF COMPLIANCE: LAP SPLICES: CAST IN PLACE
<br /> THE SPECIAL INSPECTION AGENCY SHALL PROVIDE A FINAL LETTER WATERSTOP LAP ALL BARS 24"MIN UNLESS SHOWN OTHERWISE ON THESE DRAWINGS. CONCRETE SLAB
<br /> CERTIFICATE OF COMPLIANCE STATING THAT THE REVIEWED WORK WAS SHOWN SHADED. DOWEL w/o FTG TO VERT WALL
<br /> COMPLETED IN ACCORDANCE WITH THE PERMITTED DOCUMENTS, VERT BAR WALL REINF
<br /> PVC WATERSTOP H
<br /> SUBMITTAL OF REPORTS: WATERSTOPS SHALL BE 4"RIBBED WITH CENTER BULB AS MANUFACTURED BY = AS S WN SPLICE DOWEL
<br /> ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE GREENSTREAK,INC-OR EQUIVALENT-AND SHALL BE FORMULATED FROM VIRGIN o r AS SHOWN, Q J
<br /> SUBMITTED TO THE OWNER,SITE STRUCTURES AND THE BUILDING OFFICIAL RAW MATERIAL AND SHALL MEET THE THE ARMY CORPS OF ENGINEERS STANDARD
<br /> BY THE AGENCY PERFORMING THE INSPECTION OR TESTING. SPECIFICATION CRD-C 572-74,INSTALL WATERSTOP IN ACCORDANCE WITH ALL OF DOWEL&VERT REINF TO BE J H
<br /> THE MANUFACTURERES RECOMMENDATION.SPLICING OF THE WATERSTOP SHALL BE 24"DIA 2" MAX PLACED IN LINE DOWN THE in
<br /> OPEN METAL GRATING ACCORDANCE WITH THE MANUFAC URIERS CALLY DIRECITIONLANDERECOMMENDAT RECOMMENDATIONS.SPLICING IRON IN ♦ OPENINGS LENGTH OF THE WALL
<br /> OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS - - - -- - ---- ~
<br /> SPECIFIED ON THE DRAWINGS.ALL STEEL GRATING AND GRATING Zzzz
<br /> COMPONENTS INCLUDING ITEMS EMBEDED WITHIN THE CONCRETE SHALL BE 0 D N
<br /> HOT DIPPED GALVANIZED AFTER FABRICATION,SEE STRUCTURAL STEEL
<br /> NOTES FOR GALVANIZING REQUIREMENTS. AT PERIMETER WALL
<br /> DOWEL w/o FTG TO L VERT WALL
<br /> SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL AND VERT BAR WALL REINF SHEET:
<br /> SECURE THE GRATING IN PLACE&SHALL PROVIDE SHOP DRAWINGS SPLICE DOWEL
<br /> DETAILING ALL COMPONENTS OF THE INSTALLATION. ` City of Everett Permit Review
<br /> EVERETT Status:Reviewed for Permit
<br /> 05/26/2023 7:12:53AM r7 LID REINF @ MANHOLE w/ KNEEWALL n TYP FTG DOWEL PLACEMENT DETAIL S1 OF 4
<br /> Sl NTS Sl SCALE 1"=1'-0°
<br /> S-22-031
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