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FILL WITH GROUT AS DIRECTED #4@16„o/c
<br /> GENERAL CONSTRUCTION NOTES CONCRETE STRUCTURAL STEEL BY PRECAST PLANK MFGR. EA WAY d
<br /> CODE: CONCRETE REQUIREMENTS: MATERIALS: _
<br /> VAULT STRUCTURAL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE = 3
<br /> LOCATION STRENGTH MAX W/C RATIO
<br /> PROVISIONS OF THE 2018 IBC AS ADOPTED BY THE CITY OF EVERETT, a. STRUCTURAL STEEL SHAPES&PLATES SHALL CONFORM TO ASTM A36,
<br /> WASHINGTON. WALLS&CIP LID SECTIONS 400GPSI @ 28 DAYS 0.53 b. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B, v
<br /> FTGS&GRADE SLAB 4000P5I @ 56 DAYS 0.53 Fy=42,000PSI.
<br /> GENERAL DETAILS: CONC DOBIE OR CHAIR y
<br /> CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO AIR CONTENT: WELDING: WIN 1.BACKER ROD IF REDD. s
<br /> DETAILS SHOWN FOR SIMILAR CONDITIONS, CONC.EXPOSED TO WEATHER SHALL CONTAIN 5%-/-1%ENTRAINED AIR. CONFORM TO AWS D1.1"STRUCTRUAL WELDING CODE-STEEL". WELDERS SHALL BE S
<br /> MIX DESIGN: CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF
<br /> DISCREPANCIES: SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN TYPE REQUIRED FOR MATERIALS TO BE WELDED. i T Y PLANK JOINT DETAIL L 2 TY GRADE S SECTION
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<br /> THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY DISCREPANCY CONFORMANCE WITH THE SPECIFICATIONS.SUBMIT MIX DESIGNS TO $� li_i_ it $� u_i_ '
<br /> OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS. THE ENGINEER FOR REVIEW PRIOR TO PLACEMENT, GALVANIZING: SCALE 1-1 O SCALE 1-1/2-1 O z s_
<br /> ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION o �
<br /> SHORING&EXCAVATION: CONFORMING TO ASM A-123.REPAIRS SHALL CONFORM TO ASTM A-780 USING ZINC a
<br /> THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION EXPOSURE CATEGORIES: RICH PAINT.THE COATING THICKNESS FOR THE PAINT MUST BE 50%MORE THAN
<br /> PROCEDURES,INCLUDING LAGGING,SHORING AND PROTECTION OF ADJACENT FREEZING THAWING FO THE SURROUNDING COATING THICKNESS,BUT NOT GREATER THAN 4.0 MILS. ADD ONE VERT FULL
<br /> PROPERTY,STRUCTURES,STREETS AND UTILITIES. SULFATE SO HEIGHT REINF BAR EACH
<br /> IN CONTACT w/WATER W1 SIDE OF BLOCKOUT
<br /> WALL BACKFILL: CORROSION PROTECTION C1 REINFORCING BAR
<br /> PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE
<br /> PLACED THE LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF CURE ON MATERIAL REQUIREMENTS: a PIPE SEE CIVIL FOR N
<br /> MATERIAL REQUIREMENT: ••�'� .� o
<br /> THE PLANK VOID FILL. CEMENT: ASTM C150, ADMIXTURES:ACI 501. PIPE SEE CIVIL FOR DIA&IE. 7 N
<br /> AGGREGATES:ASTM C33. WATER:ASTM C94, REINFORCING BARS: DIA&IE. s o a.I
<br /> BACKFILL SOIL: USE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT AS NOTED a N.
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<br /> SEE THE GEOTECHNICAL REPORT FOR WALL BACKFILL MATERIAL PLACING REQUIREMENTS: ON THE DRAWINGS.
<br /> REQUIREMENTS AND PLACEMENT AND COMPACTION REQUIREMENTS.ALL ••• '••• •••�•• BLOCKOUT FOR PIPE
<br /> PLACING: BLOCKOUT FOR PIPE
<br /> COMPACTION OCCURING WITHIN 5'OF THE WALL SHALL BE COMPLETED FABRICATION AND PLACING REQUIREMENTS: ••. ,•>It.• ,n k•
<br /> USING HAND OPERATED MACHINERY, PLACE CONCRETE AS NEARLY A5 PRACTICABLE TO ITS FINAL ' U V
<br /> BENDING: S
<br /> POSITION TO AVOID SEGREGATION.
<br /> BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL •• ADD OWNER DIAG BARS � - •��•�ADD OWNER DIAG BARS W O) Z
<br /> DEBRIS: NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY EA.CORNER OF OPENING o
<br /> REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. THE ENGINEER. EA,CORNER OF OPENING i 'C g
<br /> DESIGN CRITERIA CONSOLIDATION: PLACING: 3 .
<br /> VERTICAL LOADS ON VAULT LID: CONSOLIDATE CONCRETE BY SUITABLE MEANS.THOROUGHLY WORK REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY "MAX NON SHRINK GROUT 3u M X NON SHRINK GROUT W
<br /> CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. CONSTRUCTION LOADS OR BY PLACING OF CONCRETE. VOID FILL VOID FILL
<br /> *UNIFORM LIVE LOAD: =150PSF Y $
<br /> CURING REQUIREMENTS: CONCRETE COVER: CUT NO MORE THAN 1 •••�u�••• � y
<br /> •HS20 TRUCK WHEEL LOADS: CURING: MINIMUM CONCRETE COVER FOR REINF.SHALL BE AS FOLLOWS,UNLESS NOTED CUT NO MORE THAN 2 i 0 m
<br /> WALL VERT REINF BAR Y u,
<br /> CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FORA OTHERWISE: WALL VERT REINF BAR AA,,
<br /> 13'-611 14'to 30' @ BLOCKOUT W -
<br /> TRACTOR: SUITABLE PERIOD OF TIME AFTER PLACEMENT. CONCRETE CAST AGAINST EARTH 3" @ BLOCKOUT ,w=
<br /> FRONT AXLE =8,000 lb. K_ 00 a
<br /> SINGLE REAR AXLE =32,000 lb. WEATHER CONDITIONS: CONCRETE CAST AGAINST FORMS AND 3
<br /> FRONT (REAR REARI o ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD EXPOSED TO EARTH 2" WALL REINF @ PIPE PENETRATION AT CENTER OF WALL _>
<br /> TRAILER: WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS.
<br /> SINGLE REAR AXLE 32,000 lb. S1 3/4"=1'-0"
<br /> TRACTOR TRAILER o LID PLANK PLACEMENT: WET SETTINGS: < a
<br /> IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS REINFORCEMENT ANCHOR BOLTS,OR ANY EMBEDDED ITEM WITHIN THE CONCRETE,
<br /> HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE,WHEN MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE
<br /> }COI!STD VACTOR TRUCK AVERAGE AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FORMS. Q�
<br /> El16,790 Ib,
<br /> FAHRENHEIT,THE CONTRACTOR MUST ALLOW A MINIMUM CURE TIME LAP SPLICES: `�'
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<br /> 8 FRONT AXLE = _ . C
<br /> OF 7 DAYS OR PROVIDE AN ADDITIONAL SET OF CYLINDERS TO BE �L
<br /> o LAP ALL BARS 28°MIN UNLESS SHOWN OTHERWISE ON THESE DRAWINGS. �. gl J.K
<br /> REAR AXLES =33,665 lb. BROKEN AT THE TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM o 0 \ Oyu
<br /> 0 8 8 I EA AXLE I CONCRETE STRENGTH OF 1,000 PSI HAS BEEN REACHED. `j '© 4-#6 PLANK Qa�aQ
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<br /> FINISH: HOLLOW CORE PLANK '
<br /> DOWELS PLACED c
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<br /> a. CONCRETE FINISH TO BE SMOOTH WITH NO FINS,VOIDS,ROCK o ------�-------�-------}--- AT MIDDEPTH OF
<br /> DOWEL TO MATCH
<br /> * POCKETS,OR OTHER IRREGULARITIES. SCOPE OF WORK: = SLAB.
<br /> FIRE TRUCK WHEEL LOADS: THE WORK INCLUDED 15 THE DESIGN,MANUFACTURE AND DELIVERY OF PRECAST WALL VERT REINF _ __ __ __ _ .t
<br /> b, CONE SNAP TIES ARE REQUIRED AND ARE TO BE REMOVED AND PRESTRESSED CONCRETE UNITS.DESIGN PLANK FOR THE MOST CRITICAL OF THE SPACING. 12-1/2"THICK ScfUBA
<br /> EPDXY SEALED AT ALL INTERIOR AND EXTERIOR WALL LOADING CONDITIONS AS SHOWN WITHIN THE DESIGN CRITERIA NOTE. SEE FND PLAN CAST IN PLACE SXONAL E�
<br /> FRONT AXLE =19,000 lb. SURFACES.NO FLAT TIES ALLOWED.
<br /> KEYNOTES FOR CONCRETE SLAB
<br /> 0 8 B REAR AXLES 24,000 lb. THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND PLACEMENT WALL REINF, . SHOWN SHADED.
<br /> FRONT REARI I EA AXLE DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED CIVIL ENGINEER FOR - o GRADE SLAB REINF
<br /> REVIEW PRIOR TO FABRICATION. SEE FOUNDATION ' Z
<br /> 0 8 8 PLAN
<br /> 4 6" SPECIAL INSPECTION PLAN THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR STRUCTURAL o 4 AS SHOWN, H
<br /> CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO OTHER PENETRATIONS 31-#5 CONT. < ���� J z
<br /> ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE PLANK MANUFACTURER. ❑ ❑ _
<br /> *OUTRIGGER PAD POINT LOAD: GENERAL: _ 24"DIA Q Q
<br /> DISTRIBUTED OVER 18"x18"PAD @ 15'-0"o/c =45,00016 SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH THE o OPENINGS 3
<br /> ACCORDANCE WITH THE 2018 IBC, MANUFACTURER'S RECOMMENDATIONS.
<br /> +DESIGN UNIFORM LIVE LOAD,HS-20,VACTOR TRUCK,FIRE TRUCK WHEEL QUALIFICATION:
<br /> WITH THE SOIL COVERR DEAD LOAD. • , __ • __ __ Z
<br /> LOAD,&OUTRIGGER APPLIED INDEPENDENTLY AND IN COMBINATION THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL OPEN METAL GRATING
<br /> #5@12'o/c
<br /> DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING 11°
<br /> IMPACT&FATIGUE: OFFICIAL, OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS SPECIFIED ON
<br /> DUE TO THE LOW SPEEDS OF SERVICE VEHICLES OVER THE LID,AND THE REQUIREDTHE DRAWINGS.ALL STEEL GRATING AND GRATING COMPONENTS INCLUDING ITEMS ° AT PERIMETER WALL u.l
<br /> VERIFICATION 8 INSPECTION:
<br /> SOIL COVER OVER THE LID,INCREASES IN VEHICLE LOADS TO ACCOUNT FOR THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS& EMBEDED WITHIN THE CONCRETE SHALL BE HOT DIPPED GALVANIZED AFTER
<br /> IMPACT&FATIGUE ARE NOT REQUIRED, INSPECTIONS NOTED IN THE SCHEDULE BELOW FABRICATION. W 1�—
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<br /> SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL AND SECURE �4� KNEEWALL FTG DETAIL LID REINF @MANHOLE w/ KNEE-WALL c
<br /> RAISED GRATE, INSPECTION & TESTING SCHEDULE THE GRATING IN PLACE&SHALL PROVIDE SHOP DRAWINGS DETAILING ALL
<br /> 100P5F UNIFORM PEDESTIRAN LIVE LOAD COMPONENTS OF THE INSTALLATION TO THE ENGINEER FOR REVIEW P-RIOR TO S1 SCALE 3/4"=1'-0" Si SCALE NTS
<br /> SOIL COVER FOR LID DESIGN: TYPES OF WORK FRea 2o1a IBc FABRICATION.
<br /> PLANK MANUFACTURER SHALL BE RESPONSIBLE FOR DETERMINING THE SOIL SECTION �
<br /> COVER DEPTHS USED IN THE LID DESIGN BASED ON THE VAULT AND CAST IN PLACE CONC DEFERRED SUBMITTALS 12�'� EA VOID BLOCKOUT a
<br /> FINISHED GRADE ELEVATIONS AS SHOWN ON THE PERMITTED CIVIL CASS
<br /> REINFORCING STEEL,PLACEMENT. P 1705.3 „ � -
<br /> SOIL COVER FOR SUBSTRUCTURE DESIGN: THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS"DEFERRED #5 CONT. #5x #6@16 o/c EA L W
<br /> SHOW ON THE LID PLAN
<br /> THE SU Lu
<br /> BSTRUCTURE WAS DESIGNED FOR A SOIL COVER OF 1.38FT MIN TO INSTALLATION 8 FASTENING OF PRECAST PANELS P 1705.9 SUBMITTALS"AS DEFINED IN THE 2018 IBC WAY TOP OC
<br /> 4.16FT MAX. PLACEMENT OF CONCRETE C 1705.3 a. PRECAST PRESTRESSED HOLLOW CORE PLANK
<br /> FOUNDATION DESIGN: VERIFYING USE OF REQUIRED DESIGN MIX P 1705.5 ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A CIVIL LL
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<br /> FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES PROVIDED BY \/1
<br /> EARTH SOLUTIONS NW,LLC IN THEIR GEOTECHNICAL REPORT DATED TESTING OF THE CONCRETE FOR SPECIFIED ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON WHO HAS
<br /> 03-15-2022. STRENGTH,AIR CONTENT AND SLUMP C 1705.3 CURRENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED. 11 a.. N
<br /> #6@8 o/c EA
<br /> U H V
<br /> ALLOWABLE BEARING PRESSURE: 5,000 PSF STRUCTURAL STEEL WAY BOT
<br /> THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN 12'0" _
<br /> LATERAL EARTH PRESSURES:DRAINED LEVEL BACKFILL STRUCTURAL STEEL I GRATING I FABRICATION P 1704.2.5 AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD.
<br /> AT REST CONDITION: 55 PCF EFW SOILS VERIFICATION OF SOIL-BEARING CAPACITY: OFFICIAL PRIOR TO INSTALLATION. S1 SCALE 3/4"=1'-0" co)
<br /> IN PLACE LID SECTION =m��
<br /> ACTIVE CONDITION: 35 PCF EFW CONTRACTOR SHALL SUBMIT REVIEWED DWGS&CALCS TO THE BUILDING o m
<br /> SEISMIC PRESSURE COMPONENT, E=BH PSF UNIFORM INSTALLATION OF DRAINAGE SYSTEM: P 1705.E LLI
<br /> SATURATED SOIL DENSITY: 125 PCF PLACEMENT&COMPACTION OF WALL BACKFILL P 1705.6 WATERSTOP CURB @ GRATED OPENING z
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<br /> FREQUENCY LEGEND A
<br /> PVC WATERSTOP #6@16„o/c EA m
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<br /> C= CONTINUOUS P= PERIODIC EMB cD Ot
<br /> SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION& WATER5TOP5 SHALL BE 4"RIBBED WITH CENTER BULB A5 MANUFACTURED BY = WAY TOP O N I
<br /> PRESSURE RELIEF VALVE INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS GREENSTREAK,INC-OR EQUIVALENT-AND SHALL BE FORMULATED FROM VIRGIN
<br /> INSPECTIONS. RAW MATERIAL AND SHALL MEET THE THE ARMY CORPS OF ENGINEERS N ID d
<br /> PRESSURE RELIEF VALVES SHALL BE 4"0 TROY MODEL A2580 HYDROSTATIC CERTIFICATE OF COMPLIANCE: STANDARD SPECIFICATION CRD-C 572-74.INSTALL WATERSTOP IN ACCORDANCE a e W D^�
<br /> WITH ALL OF THE MANUFACTURERES RECOMMENDATION.SPLICING OF THE N �
<br /> RELIEF VALVE AND WALL THIMBLE WITH REMOVABLE GRATE. THE SPECIAL INSPECTION AGENCY SHALL PROVIDE A FINAL LETTER WATERSTOP SHALL BE ACCOMPLISHED WITH A THERMOSTATICALLY CONTROLLEDE G F
<br /> CERTIFICATE OF COMPLIANCE STATING THAT THE REVIEWED WORK WAS SPLICING IRON IN ACCORDANCE WITH THE MANUFACTURERS DIRECTION AND -4 3 (n
<br /> CONTRACTOR MAY SUBMIT ALTERNATE VALVE TYPES FOR CONSIDERATION. COMPLETED IN ACCORDANCE WITH THE PERMITTED DOCUMENTS. jV
<br /> RECOMMENDATIONS, �
<br /> SUBMIT ALL DOCUMENTS RELATED TO THE ALTERNATE,INCLUDING 11 _ o'o_ d
<br /> INSTALLATION DETAILS TO THE ENGINEER FOR REVIEW.VALVES SHALL BE SUBMITTAL OF REPORTS: BENTONITE CLAY WATERSTOP
<br /> #6@8 o/c EA -
<br /> SHOWN TO OPEN AT A PRESSURE DIFFERENTIAL NOT EXCEEDING 9"OF ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE WATERSTOP SHALL BE RX-101 AS MANUFACTURED BY CETCO OR EQUIVALENT. WAY BOT
<br /> WATER HEAD.ALTERNATE VALVES SHALL BE FULLY SERVICABLE TO SUBMITTED TO THE OWNER,SITE STRUCTURES AND THE BUILDING INSTALL WATERSTOP IN ACCORDANCE WITH ALL OF THE MANUFACTURERS VAULT PERIMETER
<br /> MAINTAIN PROPER OPERATION OVER THE LIFE OF THE STRUCTURE. OFFICIAL BY THE AGENCY PERFORMING THE INSPECTION OR TESTING. RECOMMENDATIONS,WATERSTOP SHALL BE ATTACHED TO THE CONCRETE WALL EXTEND VERT KNEE WALL @ GRATED f SHEET:
<br /> SURFACE USING A CONTINUOUS BEAD OF CETCO CETSEAL OR SHALL BE REINF 11" INTO CIP LID OPENING.EXTEND VERT
<br /> MECHANICALLY FASTENED TO THE CONCRETE SURFACE WITH CETCO REVO-FIX AS REINF 1111 INTO CIP LID
<br /> REQUIRED BY THE TECHNICAL DATA SHEET FOR WATERSTOP-RX. 9'-4
<br /> WATERSTOP SHALL BE PROTECTED AGAINST EXPOSURE TO WATER FROM ANY CAST IN PLACE LID SECTION Si OF 4
<br /> SOURCE UNTIL THE CONCRETE ENCASING THE WATERSTOP IS PLACED AT THE
<br /> JOINT. S1 SCALE 3/4114-0"
<br /> S-22-070
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