4128 RUCKER AVE 2022 SAFEWAY Plans 2024-11-26

GENERAL SITE WORK NOTES CONT. ELECTRICAL NOTES REINFORCED CONCRETE NOTES CONT. PART 3-EXECUTION C.CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW. 17. DO NOT PLACE CONCRETE IN WATER ICE,OR ON FROZEN GROUND. 1.GENERAL D.SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES LEFT OVER NIGHT OR 18. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD,OR FORA MINIMUM OF 14 A BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT CONTROL MEASURES.THE UNATTENDED. DAYS AFTER PLACEMENT. VDI WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDMON THAT IN THE EVENT OF RAIN THE SETE WILL BE fa DRAINED AT ALL TIMES. E TEMPORARY FENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES.IF GATE MUST BE OPEN FOR MOVING EQUIPMENT OR 19 MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN SO DEGREES AND 90 DEGREES FARENHEIT.FOR MATERIALS,A SPOTTER SHALL BE PROVIDED TO TO PREVENT UNAUTHORIZED ENTRY. COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT,CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. B.BEFORE ALL SURVEY,LAYOUT,STAKING,AND MARKING,ESTABLISH AND MAINTAIN ALL LINES,GRADES,ELEVATIONS AND IN EITHER CASE,MATERIALS CONTAINING CHLORIDE,CALCIUM,SALTS,ETC.SHALL NOT BE USED.PROTECT FRESH CONCRETE BENCHMARKS NEEDED FOR EXECUTION OF THE WORK CONDUCT UTILITY LOCATE IN ACCORDANCE WITH THE ONE-CALL F.NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE TEMPORARY FENCE FOR ANY AMOUNT OF TIME FROM WEATHER FOR 7 DAYS MINIMUM. NOTIFICATION C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.REMOVE TREES,BRUSH,STUMPS,RUBBISH AND OTHER DEBRIS STRUCTURAL STEEL NOTES 20. UNLESS INDICATED OTHERWISE ON THE DRAWINGS,REINFORCEMENT SPLICES SHALL MEET CLASS B,TENSION LAP AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. REQUIREMENTS IN ACCORDANCE WIT}i ALL PROVISIONS OF ACI 318 LATEST EDITION,UNLESS NOTED OTHERWISE D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: 21. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. GE ROOTS,STUMPS,AND OTHER DEBRIS,BRUSH,AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND 1. STRUCTURAL STEEL SHALL ANDCO CHANNELM TO THE FOLLOWING REQUIREMENTS,ASTM NOTED O:ASTTA A53 GRADEIDE F B. 35 SURFACE.RAKE,DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES SHAPE A992,50KSIANGLE CHANNEL SHAPE ASTM A36,36 KSI PLATE:ASTM A3Q 36KSI PIPE:ASTM A53 B,35 KSI GROUNDING NOTES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. HSS:ASTM A500 GRADE B,46KSI E REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTILTHESOILNO LONGER MEETS THE DEFINITIIXN OF 2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325:ONE HIGH-STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS.SUFFICIENT TOPSOIL MAY BE HEX STRUCTURAL BOLT,A HEAVY NUT,A HARDENED WASHER CONFORMING TO ASTM F436.THE HARDENED WASHER SHALL 1. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. BE INSTALLED AGAINST ELEMENT'TURNED IN TIGHTENING.UNI FSS NOTED OTHERWISE ON THE DRAWINGS,ALL CONNECTIONS STOCKPILED ON SITE FOR USE DURING FINAL SITE GRADING. SHALL BE BEARING TYPE CONNECTIONS. 2. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH F.EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED,FILL DEPRESSIONS RESULTING FROM CLEARING, AN ANTI-OXIDANT COMPOUND BEFORE MATING. 3. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPATIBLE WITH THE GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL WELDING PROCESS SELECTED.WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS DI.1. 3, ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8"OF THE BARREL(NO SHINERS). G.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND 4. UNLESS NOTED OTHERWISE ON THE DRAWING,ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 WITH HEAVY GRUBBING OPERATIONS.BURNING WILL NOT BE PERMITTED. 4, ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION-TYPE CONNECTIONS LISTED FOR USE HEXAGONAL NUT, IN THE APPLICATION WHICH THEY ARE INSTALLED. H.PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE 5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION. LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF 5. ALL HARDWARE SHALL BE STAINLESS STEEL 3T8"DIAMETER OR LARGER.ALL HARDWARE 1 BN3 STAINLESS STEEL INCLUDING ANY STRUCTURE UNDERGROUND STRUCTURE,OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE LOCK WASHERS,COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. PROPOSED CONSTRUCTION.NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT 6. ALL EXPOSED STRUCTURAL STEEL AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM A123. ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. 7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS,CONNECTIONS,MATERIAL DESIGNATIONS,AND TOP I.SEPARATE AND STOCK PILE AU.EXCAVATED MATERIALS SUITABLE FOR BACKFILL ALL EXCESS EXCAVATED AND STEEL ELEVATIONS FOR APPROVAL THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONSTRUCTION NOTES CONTRACT DRAWINGS.SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFFSITE IN A LEGAL MANNER EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF s .eTmg PARTS THAT ARE TO BE ASSEMBLED IN THE HEW. 1. CONTRACTOR RESPONSIBILITIES CONSISTS OF,BUT NOT LIMITED TO,CHARGING STATION MOUNTING,FOUNDATION LDC I Engineering J.DURING EXCAVATION,THE CONTRACTOR SHALL PROVIDE SHORING,SHEETING,AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. CONSTRUCTION,CONDUIT INSTALLATION,AND WIRING. Planning 8. PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTING COUNCIL(SSPC)PAINT 2.BACKFILL. SPECIFICATION NUMBER 11 2. CONTRACTOR TO PAINT PROPOSED EV PARKING SPACES PER JURISDICTIONAL REQUIREMENTS. 19210 1.12.c1Menu. .. A AS SOON AS PRACTICAL,AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,INCLUDING ANCHORAGE INSTALLATION NOTES 3. CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY CONSTRUCTION ACTIVITY. ,,ss..., ... ., EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. 4. EXACT STATION PLACEMENT AND ROTATION ANGLE MAY VARY SLIGHTLY UPON INSTALLATION DEPENDING ON SITE 1. DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTS INSTALLATION IS NOT PERMITTED. CONDITIONS. B.CRIOR LEANEOD PLACING TRASH,A BACKFILL AROUND STRUCTURES,MATERIALS.ARMS SHALL BE REMOVED AND THE EXCAVATION 2. POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL THE SYSTEM PER 5. CONTRACTOR TO FIELD VERIFY ALL STALL DIMENSIONS AND ALL EQUIPMENT LOCATIONS TO ENSURE SUFFICIENT SPACE IS CLEANED OF ALL DEBRIS,AND UNSUITABLE THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS(MPS),AS INCLUDED IN THE ANCHOR PACKAGING. AVAILABLE. C.DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL. 3. EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS USING STANDARD 6. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING CIP SLAB AND CIP DROP PANELS TO D.PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS EMBEDMENTS AND EDGE DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS. AVOID DAMAGE TO ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS. . 8828 REGISTERED OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACT TO THE SAME DENSITY AS NATIVE SOIL.WHERE HAND 7. USE APPROVED ASTM METHOD(X-RAY,PACOMETER,GRP,ETC.)TO LOCATE MILD STEEL AND PRESTRESSING TENDONS PRIOR DEPTH AND COMPACTED. ARCHITECT OPERATED COMPACTORS ARE USED,THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE REINFORCED CONCRETE NOTES TO DRILLING.DO NOT CUT OR DRILL THROUGH ANY EXISTING REINFORCING.ADJUST LOCATION AS NECESSARY TO AVOID EXISTING REINFORCING.ENSURE 1"GAP MIN.BETWEEN REBAR AND ANCHORAGE. E.WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY,THE SUCCEEDING \ RICHAR• TALI LAYER SHALL.NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING 8. CONDUIT RUN TO HANG FROM CEILING THROUGH PARKING GARAGE AND PENETRATE FLOORWOALL ONLY AS NEEDED. \`STATE OF WASHINGTON CONSTRUCTION MANAGER.THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY,SUCH AS APPLICABLE CODES:ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS";ACI 318,"BUILDING CODE tiry DRYING,ADDING WATER OR INCREASING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS. REQUIREMENTS FOR REINFORCED CONCRETE'. 9. VOLTA WILL MAKE EVERY EFFORT TO FOLLOW,WITH THEIR PROPOSED CONDUIT,AN EXISTING CONDUIT ROUTE FROM ES/TEES:S-20-23 ELECTRICAL ROOM TO PROPOSED STATION PLACEMENTS.WHEN AN EXISTING ROUTE IS NOT AVAILABLE,VOLTA WILL MAKE 3.TRENCH EXCAVATION: 2. DO NOT USE RETEMPERED CONCRETE,OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE.MIX DESIGN SHALL BE EVERY EFFORT TO CONCEAL/HIDE,PAINT AND MINIMIZE VISUAL IMPACT OF CONDUITS ANYWHERE THEY MAY BE VISIBLE TO THE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. PUBUC. JOB NAME A UTILITYTHE GENERAL CON CTPROVIEXCAVATED TO SHORING, G,LI SHEETINGES GRADES BRACINOWN G REQUHE IRED EV PREVENT DIRECTED 3. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 3000 PSI STRENGTH AT28 10. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL VERTICAL AND HORIZONTAL UTILITIES PRIOR TO DIRECTIONAL BORING. SAFEWAY#1484 BY THE CONTRACTOR.PROVIDE SHORING, AND BRACING AS REQUIRED TO CAVING OR SLOUGHING OF THE TRENCH WALLS. DAYS.ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH AG 318 CODE REQUIREMENTS. 4)2H R UC KER AVE, 11. ANY ITEMS TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE EXISTING CONDITION OR B.EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. 4. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". BETTER AT THE CONTRACTOR'S EXPENSE. EVERETT,WA 98203 C.WHEN SOFT YIELDING,OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,EXCAVATE THE REQUIRED TRENCH 5. THE FOLLOWING MATERIALS SHALL BE USED: ADA COMPLIANCE: BE A DEPTH OF LESS THAN 12INCHES BELOW THE REQUIRED ELEVATION,THEN BACKFILL WlTIi 12"OF GRANULAR MATERIALPORTLAND CEMENT: ASTM C 150,TYPE I 1. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF WAY SHALL BE CONSTRUCTED BASED ON THE CITY BEDDING REINFORCEMENT: ASTM A 615,GRADE 60 STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. NORMAL WEIGHT AGGREGATE: ASTM C 33 4.TRENCH BACKFILL SHEETTITLE WATER: DRINKABLE 2. PRIVATE CURB RAMPS ON THE SITE O.E.OUTSIDE PUBLIC STREET RIGHT-OF-WAY)SHALL CONFIRM TO ADA STANDARDS AND A PROVIDE GRANULAR BEDDING MATERIAL OR PLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY ADMIXTURES: NON-CHLORIDE CONTAINING SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP,NOT INCLUDING GENERAL NOTES REQUIREMENTS. FLARES. 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH'DETAILING MANUAL-2004 PUBLICATION SP-66"AND"BUILDING CODE B.NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFIRING, REQUIREMENTS FOR REINFORCED CONCRETE',ACI-318-08. 3. ALL ACCESSIBLE ROUTES,GENERAL SITE AND BUILDING ELEMENTS,RAMPS,CURB RAMPS,STRIPING,AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN,LATEST EDITION. C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILUNG.BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CI ASS 4. BEFORE PLACING PAVEMENT,CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES(PER ADA AND D.PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 "B";ALL HOOKS SHALL BE STANDARD,UNO. FHA)EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS,ACCESSIBLE PARKING SPACES,ACCESS AISLES,AND INCHES OVER THE CONDUITS.SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. ACCESSIBLE ROUTES.IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL.IN NO CASE 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON SHALL SIDEWALK CROSS SLOPE EXCEED 20 PERCENT.IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 _- E PROTECT CONDUIT FROM LATERAL MOVEMENT,IMPACT DAMAGE,OR UNBALANCED LOADING. DRAWINGS: PERCENT.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. F.ABOVE THE CONDUIT EMBEDMENT ZONE,PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 8-INCH MAXIMUM CONCRETE CAST AGAINST EARTH: 3 IN. 5. CONTRACTOR HALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADEAND FORM BOARDS PRIOR TO PLACING LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED.CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO CONCRETE EXPOSED TO EARTH OR WEATHER #SAND LARGER 2 IN. PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED.NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED #SAND SMALLER&WINE 1-1/2 IN. SLOPE COMPLIANCE ISSUES. 3 96-22 S&S(CDI5) MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH. CONCRETE NOT EXPOSED TO EARTH OR SLAB AND WALL 3/4 IN. 2 315-22 REVISED ICDso) 5.FINISH GRADING: WEATHER OR NOT CAST AGAINST THE GROUND: BEAMS AND COLUMNS 1-112IN. T 12-)-21 PRELLMINART ICD50) A PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH,EVEN SURFACE 8. ACHAMFER 3/4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,IN ACCORDANCE WITH ACI 301 SECTION 42.4. REV DOTE DESCRIPTION DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION.GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. 9. INSTALLATION OF CONCRETE ANCHOR,SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON B.UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. 10. CURING COMPOUNDS SHALL CONFORM TO ASTM C309. C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. 11. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI301. DRAWN 3,. PPE CHECKED BY: RBA 6.ASPHALT PAVING ROAD: 12 !]' DO NOT WELD OR REINFORCING STEEL C,a _ F c- A CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING,UNI FRS OTHERWISE NOTED. 13. ALL DOWELS,ANCHOR BOLTS,EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE SLEEVES,GROUNDS AND ALL OTHER RE V 1/ /� O EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. I C I A,ED FOR B.WASHINGTON DOT STANDARD SPECIFICATION,CURRENT EDH10N. 14. LOCATE ADDITIONAL EXPANSION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER PLACE y�/ J 7. STAGING: REINFORCEMENT CONTINUOUSLY THROUGH JOINT. /� 0 A WORK ISTAGING AREATO BE CONFIRMED ATPRECONSTRUCTIONSITEMEETINGANDSURROUNDEDBYTEMPORARYFENCE 15. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. R PERM IT (SEE DETAIL BELOW)DURING CONSTRUCTION. 16. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. B. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING.DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK.