|
OENERAL NOTES: CONCRETE NOTES: SITE WORK NOTES:
<br /> 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318 AND THE SPECIFlCATION 1. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED •
<br /> DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY,UNLESS NOTED CAST-IN-PLACE CONCRETE. FROM THE SITE AND DISPOSED OF LEGALLY. T M o b 11 e
<br /> ' OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL � � � � �
<br /> MATERIALS,EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED NECESSARYTO COMPLETE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNO. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM 7HE
<br /> INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL PCS EQUIPMENT,TOWER AREAS,AND ADJACENT BUILDINGS.
<br /> 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 675,GRADE 60,DEFORMED UNIESS NOTED
<br /> A 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAIIS THAT OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC 3. NO FILL OR EMBANKMENT MATERIAL SHALI BE PLACED ON FROZEN GROUND.FROZEN pROJECT INFORMAi10N:
<br /> REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE UNLESS NOTED OTHERWISE.SPLICES CIASS"B"AND ALL HOOKS SHALL BE STANDARD UNO. MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FlLL OR EMBANIaAENT.
<br /> SUBMITTED TO AND APPROVED BY,T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORGNG STEEL 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHTTO A SMOOTH UNIFORM GRADE O'NEILL/SILVERLAKE
<br /> 3. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISITTHE JOB SITETO UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CASTAGAINSTEARTH-31N.CONCRETE PRIOR TO THE CRUSHED STONEAPPLICATION. N/PUD
<br /> FAMILIARI2E THEMSELVES WITH ALl CONDITIONS AFfECTING THE PROPOSED PROJECT. EXPOSED TO EARTH OR WEA7HER: SE01608E
<br /> CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTIOWCONTRACT #6 AND LARGER..........................21N. 5.ALL EXISTING ACTIVE SEWER.WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE
<br /> DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THATTHE PROJECT WILL BE ACCOMPUSHED #5 AND SMALLER&W WF.........11/2 IN. ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALLTIMES,AND NMERE
<br /> AS SHOWN. PRIOR TO PROCEEDING WITIi CONSTRUCTION,ANY ERRORS,OMISSIONS,OR REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SW1LL BE RELOCATEO AS �35���ZTM nREET SE
<br /> DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTtON OF 7HE ARCHITECT/ENGINEER VERBALLY 5. A 1/2'TROWELED RADIUS SHALL BE PROVIDED AT ALL IXPOSED EDGES OF CONCRETE UNO.HOLES DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY7HE CONTRACTOR BVERETT,MIA 88Z08
<br /> AND IN WRITING. TO RECEIVE EXPANSIONNVEDGE ANCHORS SHALL BE 1!8'LARGER IN DIAMETER THAN THE ANCHOR WHEN EXCAVATING OR PIER DRILUNG AROUND OR NEAR UTIUTIES.CONTRACTOR SHALL �ggUBD FORt
<br /> BOLT,DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMME�ATION FOR EMBEDMENT DEPTH OR PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
<br /> 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH AS SHOWN ON THE DRAWINOS.AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFlNED BY THE ELEVA7ED SLAB. 6. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH BUILDING PERMIT
<br /> CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. INTERFERE WITH TME EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE RlVISION MISTONY:
<br /> 6. INSTAlLAT10N OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURERS CAPPED,PLUGGED OR OTHERWISE DISCONTINUEDATPOINTS WFNCH WILLNOT
<br /> 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT WRITTEN RECOMMENDED PROCEDURES. INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECTTO THE APPROVAL OF xa c�� oEsaewnow srK
<br /> DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, ENGINEERING.
<br /> METHODS,TECHNIQUES,SE�UENCES, SAFETY,AND PROCEDURES FOR COORDINATING ALL PORTIONS �• FIOAT SURFACE SHALL BE A SMOOTH FINISH.SURFACE SHALL BE FREE OF ALL OBVIOUS
<br /> OF THE WORK UNDER THE CONiRACT. DEPRESSIONS.SURFACE SHALL BE SLOPED AT 2`6 TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. 7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY7HE WORKAND NOT
<br /> COVERED BY THE BUILDING,DRIVEWAY OR CRUSHED STONE,SHALL BE GRADED TO A
<br /> 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENTAND MATERIALS ACCORDING TO ABBREVIATIONS UNIFORM SLOPE,FERTILIZED,SEEDED,AND COVERED WITH MULCH AS SPECIFlED IN
<br /> MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES THE SPECIFICATION LANDSCAPE WORK
<br /> OR ORDINANCES TAKE PRECEDENCE AC AIR CONDITIONER JT JOINT
<br /> AFF ABOVE FINISHED FLOOR I.AM LAMINATED 8. BEDDING MATERIAL FOR UTILITY LINES,CULVERTSAND PIPING:CLEAN SAND,MEDIUM
<br /> 7. ALL WORK PERFORMEO ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT AFG ABOVE FINISHED GRADE LF LINEAL FOOT TP COARSE,SUB ROUNDED NATURAL RIVER OR BANK SAND,WASHED,FREE OF SILT OR
<br /> ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL qLUM ALU IM NUM SHED SLAB rM�UF MAXIMUM�RER CLAY,LOAM,FRIABLE OR SOLUBLE MATERIALS,AND ORGANIC MATER;GRADED IN
<br /> GIVE ALL NOTICES AND COMPIY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL A�LE R BOLT ,MHCH MEnNC ON� ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION:
<br /> ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANYSPECIFlCATIONS,ANDLOCAL ARCH ARCHITECTURAL MM MILLIMETER SIEVE SIZE PERCENT PASSING
<br /> AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. BTS BASE 7RANSMISSION SYSTEM MIN MINIMUM 3�$-� ��
<br /> BLDG BUILOIN(i MISC MISCELLANEOUS
<br /> 8. GENERAL CONTRACTOR SHAIL PROVIDE,AT THE PROJECTSITE,A FULL SET OF CANSTRUCTION BM B� MPH MIIES PER HOUR NO.4 MESH 60-90
<br /> DOCUMENTSUPDATED WITHTHELATEST REVISIONSINVOLVEDWITHTHE PROJECT.THISSETISA BOT BOTTOM MTL METAL N0.8MESH 0-45
<br /> B.O. BOTTOM OF NIC NOT IN CONTRACT NO.16 MESH 0-25
<br /> VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN REO INK"FOR CONSTRUCTION" BOC BOTTOM OF CONCRETE NOM NOMINAL NO.100 MESH 0-2
<br /> AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEERS SIGNED WET STAMP. BOS BOTTOM OF STEEL NTS NOT TO SCALE NO.200 MESH 0-2
<br /> CONTROL JOINT OC ON CENTER Q au2on I�pNOR REV art
<br /> 9. THE CONTRACTOR IS RESPONSIBLE FOR ADE�UATELY BRACING AND PROTECTING ALL WORK CENTER UNE OD OUTSIDE DIAMETER
<br /> ClG CEIUNG OH OVERHEAD 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED
<br /> DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE,ETC.ACCORDING TO APPLICABLE CLR CLEAR OPNG OPENING PER LOCAL,CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. Q arzvzon REVISED PER(i�IJNES e.ir
<br /> CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. CMU CONCRETE MASONRY UNIT OPP OPPOSITE
<br /> COL COLUMN (P) PROPOSED aasnon IggUEDDESIGNRENEW en
<br /> CONC CONCRETE acs PERSONAL COMMUNICATION SYSTEM SPECIAL INSPEC770NS: �
<br /> 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. CONST CONSTRUCTION � pW�
<br /> CONT CONTINUOUS R PAIR SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2015 SECTION 1704. PUM'a PR8PAp8D BY:
<br /> 11. THE CONTRACTOR SHAIL BE RESPONSIBLE FOR ALl DAMAGES TO THE EXISTING CONSTRUCTION CTR CENTER PSI POUNDS PER SQUARE INCH
<br /> AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.7HE CONTRACTOR SHALL NO11FY DIA!0 DIAMETER PSF POUNDS PER SQUARE FOOT B.�I.THOMAS,P■E.
<br /> DTL DETAIL PT PRESSURE TREATED SOILSlGEOTECHNICAL:
<br /> THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND EXISTING RAD RADIUS ❑SHORING INSTALLATION AND MONITORING
<br /> THE PROJECT. THE T-MOBILE REPRESENTATIVE SHALL BE SOIE AND FlNALJUDGEASTOTHE QUALITY � EACH RD ROOF DWUN 7607 80TN AVE NE
<br /> OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE EXPANSION JOINT REINF REINFORCED/REINFORqNG ❑OBSERVE AND MONITOR EXCAVATION
<br /> ELEC ELECTRIC/ELECTRICAL REQ'D REQUIREO ❑VERIFY SOIL BEARING psf BEARING MARYSVILLE,WA 98270
<br /> MADE AT THE CONTRACTOR'S IXPENSE. ELEVATION RM ROOM 2OG�SS���'I OG
<br /> EW EACH WAY SC ED SCHED E AY ❑SUBSURFACE DRAINAGE PLACEMENT
<br /> 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEETEXISTING CONSTRUCTION,THE EXP EXPANSION SECT SECTION ❑VERIFY FILL MATERIALANDCOMPACTION
<br /> CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATiON SO THE ENTIRE EXT EXTERIOR SF SQUARE FOOT ❑VERIFY CONOITIONS AS ANTICIPATED DRAWN BYt CIIK.BYe
<br /> STRUCTURE SHALL HAVE A SMOOTH TRANSITION. FLOOR DRAIN SIM SIMILAR
<br /> FIN FIWISH SQ Ff SQUARE FOOT ❑PILE PLACEMENT(AUGERCAST/DRIVEN PILE)
<br /> FIN FLR FiNISH ROOR SS STAINLESS S7EEL J� �
<br /> 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEIUNG,OR OTHER FLR FLOOR STD STANDARD ❑OTHER
<br /> CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECFWNICAL,PLUMBING, FTG FOOTING S7L STEEL
<br /> ELECTRICAL,OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONS7RUCT10N DOORS, � GAUGE STRUC STRUCTURAL REINFORCED CONCRETE:
<br /> GALV GALVAWZED TEMP TEMPORARY LICENSURBs
<br /> PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE GYP GYPSUM THK THICK o REINFORCING STEEL AND CONCRETE PLACEMENT
<br /> EXPOSED OR HIDDEN MECHANICAI, ELECTRICAL,SYSTEMS ARE ADDED OR MODIFlED,THE GENERAL GB GYPSUM BOARD T.O. TOP OF ❑PRESTRESSED/PRECAST CONCRETE FABRICA710N AND ERECTION
<br /> CONTRACTOR SHAIL REPAIR,PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL HM HOLLOW METAL TOS TOP OF STEEL ❑BATCH PLANT INSPECTION
<br /> HOR HORI20NTAL TOC TOP OF CONCRETE �t��
<br /> FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE HR HOUR TYP TYPICAL ❑SHOTCRETE S :t�q
<br /> CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE HEIGHT UNO UNLESS NOTED OTHERWISE �'oF�asy�s
<br /> CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAIIS TO BE HVAC HEATING VENTILATION AIR CONDITIONING VCT VINYL COMPOSITION TILE ❑GROUTING ��' '�'o
<br /> INSUI INSULATION VERT VERTICAL �-F o
<br /> USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. INT INTERIOR y y� y y��}{ ❑OTHER z
<br /> 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED �M WELDED WIRE MESH STRUCTURAL STEEL: �
<br /> PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR5 RESPONSIBIIITI'TO PROVIDE THE LEGENDS�SYMBOLS ❑FABRICATION AND SHOP WELDS ss,���
<br /> CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING ❑ERECTION AND FIELD WELDS AND BOLTING
<br /> WITH THE WORK.IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR CHAIN LINK FENCE - x x x x x - ❑OTHER:
<br /> PROCURINCa ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CEOAR FENCE - n n ^ DRANIINO INFORMATIONs
<br /> CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL POWER - P - P - P - p - p - p - p - p - DO NOT SCALE DRANANG3.CONiW�CfORMU37VEPoFV
<br /> BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING TE�CO - T - T - T - T - T - T - T - T - STRUCTURAL ALUMINUM: ALL DIMENSIONS AND AOVISE CONSIATANiSOFANY
<br /> AUTHORITIES DURING THE EXECUTION OF THE WORK ❑FABRICATION AND SHOP WEIDS ERRORS AND OMISSIONS.ALL PREVIOUSISSUESOFIHIS
<br /> � POWER/TELCO - P - T - P - T - P - T - P - T - DRAWIN6ARESUPERSEDEOBYTHEU7ESTRENSOl1
<br /> 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A COAX - co,nu - conx - coax - conx - ca4x - ❑ERECTION AND FIELD WEIDS AND BOLTING rne iNvoar+unoN coNrar�om�nns seroF
<br /> OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECTAREA DURING ❑OTHER: OOCUMENTS IS PROPMETARY BV W17UiE.ANYUSEqt
<br /> OVERHEADPOWER -oH OH OH OH OH DISCIOSUREO7HERTHANWHICHISRB.A7EDTONM�
<br /> ' CENTERLJNE - - - -
<br /> CUENT IS 3TRICiLY Wi0H8RED.
<br /> 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID REVISION BUG 1Q STRUCTURAL MASONRY: ����TR��
<br /> DISTURBING NORMAL BUSINESS. DETAIL NUMBER ❑CONTINUOUS
<br /> 17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L IISTED OR FIRE MARSHAL ❑PERIODIC
<br /> APPROVEDMATERIALSAS APPLICABlETO THISFACILITYANDORPROJECTSITE. ELEVATIONVIEWBUG oo�,ER: GENERAL NOTES
<br /> 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES,SCHEDULING,COORDINA7ING SHEET NUMBER MISCELLANEOUS:
<br /> SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. ELEVATION VIEW BUG TOP OF XXXXX ❑OTHER:
<br /> XXX'-X"AGl DRAWINO NUMBEI6
<br /> 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND U7IUZINCa ORIGINAL ROOFlNC DETAIL NUMBER
<br /> CONTRACTOR AS REQUIRED TO MAINTAIN ANY IXISTING ROOFlNG WARRANTY. OETAIL BUG � ANCHORING TO CONCRETE:
<br /> SHEET NUMBER ❑BOITS INSTALLED IN CONCRETE � . �
<br /> 20. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION DETAIL NUMBER ❑POST-INSTALLATION ADHESNE ANCHORS
<br /> ONLY.CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T MOBILE CONSTRUCTION
<br /> MANAGER PRIOR TO STAR'i1NG WORK SECTION BUG ❑POST-INSTALLATION MECHANICALANCHORS � ,,�
<br /> SHEET NUMBER
<br /> . u' ����"�F
<br /> . �•LL'.`�,r�'/`
<br />
|