1808 MERRILL CREEK PKY 2023-04-28

GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. CONCRETE MASONRY NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY 22. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES,WHICH INTERFERE 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE GENERAL CONTRACTOR:OVERLAND CONTRACTING,INC WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED,CAPPED,PLUGGED OR OTHERWISE N-1,(F'M=1,500 PSI).MEDIUM WEIGHT.(115 PCF) CONTRACTOR:(CONSTRUCTION) DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,AS OWNER:PEPSICO DIRECTED BY THE ENGINEER,AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL 2MORTAR SHALL BE TYPE"S"ABOVE GRADE,TYPE"M"BELOW GRADE CONFORMING TO ASTM C270. .UTILITIES. (MINIMUM 2,000 PSI AT 28 DAYS) PEPSICO 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH 23 EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE LOPE,AND STABI STABILIZED TORK AND NOT COVERED Y THE 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMING D mo Trop-cm ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS.GENERAL PREVENT EROSION. TO ASTM C476. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS,ALL CELLS IN RETAINING ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE INCORPORATEWALLS,AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. WORLD HEADQUARTERS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT 700 ANDERSON HILL ROAD PURCHASE NY 10577 WORK. CONTROL. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN APPLICABLE CODES,REGULATIONS,AND ORDINANCES.GENERAL CONTRACTOR SHALL ISSUE ALL MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT"UNITS. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY STANDARD PROCTOR DENSITY IN OPEN SPACE.ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN REGULATIONS. JURISDICTION. EXCESS OF 4'-0"OF HEIGHT. 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, 27. ALL NECESSARY RUBBISH,STUMPS,DEBRIS,STICKS,STONES,AND OTHER REFUSE SHALL BE g. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. THE DRAWINGS. 28. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS,AND 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 7. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION ONLY UNLESS OTHERWISE NOTED.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OF CONSTRUCTION AND PRIOR TO PAYMENT. 11. REINFORCING BARS-SEE NOTES UNDER"REINFORCED CONCRETE NOTES"FOR REQUIREMENTS. BLACK & VEATCH OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING.LAP SPLICES SHALL BE 48 BAR THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,SHOULD THERE BE ANY QUESTIONS 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL DIAMETERS,MINIMUM. 11401 LAMARAVENUE REGARDING THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. OVERLAND PARK,KS 66211 OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. (913)458-2000 DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 12. PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE,AND IS NOT FOR HUMAN HABITATION(NO HANDICAP ACCESS REQUIRED). 13. LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT PROJECT NO: 413739 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS SPECIFICATIONS AND SECTION 2104 OF IBC. DRAWN BY' JKR CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE REQUIRED FOR CONSTRUCTION.IF CONTRACTOR CANNOT OBTAIN A PERMIT,THEY MUST NOTIFYCHECKED BY: NMB ENGINEER PRIOR TO PROCEEDING. THE GENERAL CONTRACTOR IMMEDIATELY. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE IL DRAWINGS OR SPECIFICATIONS. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, 34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR CELLS CONTAINING REINFORCING STEEL. JURISDICTION. DRAWINGS PROVIDED BY THE SITE OWNER.CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS,LAYING PATTERN AND JOINT TYPE. 11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. STRUCTURAL STEEL NOTES 18. SAND SHALL BE CLEAN,SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS,SHALE,ALKALI OR ORGANIC MATERIAL. 0 12/01/22 ISSUED FOR CONSTRUCTION 12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS,UNLESS NOTED REV DATE DESCRIPTION WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. OTHERWISE:WIDE FLANGE SHAPE:A992,50ksi 19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIOR TO ANGLE AND CHANNEL SHAPE: ASTM A36,36 ksi GROUTING. 13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES.THE PLATE:ASTM A36,36ksi SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. PIPE:ASTM A53 GRADE B,35 ksi eN,Z•HER..R CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT HSS:ASTM A500 GRADE B,46ksi 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS Sly WAS �q DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. UNLESS OTHERWISE NOTED'CONTINUOUS INSPECTION IS NOT REQUIRED.SLUMP:4"MIN/6" O I 2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325:ONE HIGH-STRENGTH BOLT ASSEMBLY S r'� 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT,A HEAVY NUT,A HARDENED WASHER MAX. � F� 0 HOURS PRIOR TO COMMENCEMENT OF WORK. AIR ENTRAINMENT:4 1/2%-7%BY VOLUME CONFORMING TO ASTM F436.THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENT TURNED IN TIGHTENING.UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL CONNECTIONS SHALL 2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM 15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS, BE BEARING TYPE CONNECTIONS. SPECIFICATION A615 GRADE 60,MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4... LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S "�' 48406 Q EXPENSE TO THE SATISFACTION OF THE OWNER. 3. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE 3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI 318 FOR MINIMUM �+�� GIs e2/- � COMPATIBLE WITH THE WELDING PROCESS SELECTED.WELDERS SHALL BE QUALIFIED AS S O 16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF PRESCRIBED IN AWS D1.1. CLEARANCES. SjONAL E� CONSTRUCTION. 4. ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF 4. UNLESS NOTED OTHERWISE ON THE DRAWING,ALL ANCHOR BOLTS SHALL CONFORM TO ASTM 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND F1554,GRADE 36,WITH HEAVY HEXAGONAL NUT. CONCRETE.ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. 12/1/ZOZ2 CONTRACTORS TO THE SITE AND/OR BUILDING. 5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS 5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION. DEGREES FAHRENHEITTHEY ARE ACTING UNDER THE DIRECTION OFA . 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 6. ALL EXPOSED STRUCTURAL STEEL,BOLTS,AND HARDWARE SHALL BE HOT DIP GALVANIZED PER DOCUMENT. ASTM A123. 6. DO NOT USE RETEMPERED CONCRETE,OR ADD WATER TO READY-MIX CONCRETE AT THE 19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS JOB SITE. WITH ALL REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS,CONNECTIONS,MATERIAL 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WA-PEP01 DESIGNATIONS,AND TOP STEEL ELEVATIONS FOR APPROVAL.THE SHOP DRAWINGS WILL BE EVERETT 20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH RATING NOT LESS REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS.SUCH APPROVAL SHALL 8. EXCEPT AS DETAILED OR AUTHORIZED,MAKE BARS CONTINUOUS AROUND CORNERS THAN 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL L PORTIONS OF NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR EITHER THE ACCURACY 1808 MERRILL CREEK PKWY, " WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF WHERE PERMITTED,SPLICES MADE BY CONTACT LAPS SHALL BE CLASS B"TENSION LAPS EVERETT,WA 98203 UNLESS NOTED OTHERWISE. PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. 21. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES SHALL BE 9. DETAIL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL",PUBLICATION SP-66 AND" PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, 8. PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTING BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",ACI 318. SHEET TITLE SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER.EXTREME CAUTION SHOULD BE USED BY COUNCIL(SSPC)PAINT SPECIFICATION NUMBER 11 THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.THE GENERAL NOTES 1 CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS SHALL INCLUDE 10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. BUT NOT BE LIMITED TO A)FALL PROTECTION,B)CONFINED SPACE,C)ELECTRICAL SAFETY,AND 11. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE CONCRETE PAD D)TRENCHING&EXCAVATION. ABUTS CONCRETE CURBS,DRIVEWAYS,AND SIMILAR STRUCTURES,AND AS SHOWN ON APPROVED PLANS.EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH SHEET NUMBER PRE-FABRICATED NON-EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. GN-1