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GENERAL 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 SPECIFICATION 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. � � � � �
<br /> OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL
<br /> MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO 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 THE
<br /> INSTALLATION AS DESCRIBED W THE DRAWINGS AND OWNER'S PROJECT MANUAL. PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS.
<br /> 3. REINFORCiNG STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED
<br /> 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL W1RE FABRIC 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN PROJECT INFORMATION:
<br /> REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO. MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
<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 REINFORCING STEEL 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE SEAWAY
<br /> 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISITTHE JOB SITE TO UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CASTAGAINST EARTH - 31N. CONCRETE PRIOR TO THE CRUSHED STONE APPLICATION. BLVD/PUD�WILLIVER
<br /> FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. EXPOSED TO EARTH OR WEATHER:
<br /> CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTI4N/CONTRACT #6 AND LARGER ..........................2 IN. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE SEQ1613A
<br /> DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED #5 AND SMALLER & WWF .........11/2 IN. ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE 2120 WEST CASINO ROAD
<br /> REQUIRED FOR THE PROPER EXECUTION OF THE WORK SHALL BE RELOCATED AS
<br /> AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, 4R 5. A 1/2" TROWELED RADIUS SHALL BE PROVlDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR EVERETT, WA 98204
<br /> DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL
<br /> AND IN WRITING. BOLT, DOWEL OR ROD AND SHALL CONFORM T4 MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR PROVIDE SAFETY TRAINING FOR THE WORKING CREW. ISSUED FOR:
<br /> 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH BUILDING RERMIT
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE ELEVATED SLAB.
<br /> CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE
<br /> 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S CAPPED, PLUGGED OR OTHERWISE DISCONTINUEDAT POINTS WHICH WILL NOT REVISION HISTORY:
<br /> CHK.
<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 No. DATE: DESCRIPTION: Bv:
<br /> DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, ENGINEERING.
<br /> METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS �• FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS �
<br /> OF THE WURK UNDER THE CONTRACT. DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2 � TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. 7. THE AREAS �F THE CUSTOMER S PROPERTY DISTURBED BY THE WORK AND NOT
<br /> COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A
<br /> 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO ABBREVIATIONS uNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED 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 LAM LAMINATED 8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM
<br /> 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT AFG ABOVE FINISHED GRADE LF �INEAL FOOT TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR
<br /> AFS ABOVE FINISHED SLAB MANUF MANUFACTURER CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN
<br /> ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ALUM ALUMINUM MAX MAXIMUM
<br /> GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ANCHOR BOLT MECH MECHANICAL ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION:
<br /> ANGLE MH MANHOLE
<br /> ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL ARCH ARCHITECTURAL MM MILLIMETER �oi25i2o�a MINOR REV BJT
<br /> AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. BTS BASE TRANSMISSION SYSTEM MIN MINIMUM SIEVE SIZE PERCENT PASSING 6
<br /> ,�
<br /> BLDG BUILDING MISC MISCELLANEOUS Q ADDED LEASEAREA
<br /> 8. GENERAL C4NTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION NO. 4 MESH 60-90 10/15/2018 BJT
<br /> BM BEAM MPH MILES PER HOUR 5 DIMENSIONS
<br /> DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A BOT BOTTOM MTL METAL NO. 8 MESH 0-45
<br /> B.O. BOTTOM OF NIC NOT IN CONTRACT NO. 16 MESH 0-25 Q 9/26/2018 MtNOR REV BJT
<br /> VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR CONSTRUCTION" BOC BOTTOM OF CONCRETE NOM NOMWAL NO. 100 MESH 0-2 4
<br /> BOS BOTTOM OF STEEL NTS NOT TO SCALE
<br /> AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'SiENGINEER'S SIGNED WET STAMP. NO. 200 MESH 0-2
<br /> CONTROL �OINT OC ON CENTER Q 8/24l2018 REVISED PER REDLINES BJT
<br /> 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK eENTER LINE OD OUTSIDE DIAMETER g, gMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED
<br /> CLG CEILING OH OVERHEAD
<br /> DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CLR CLEAR OPNG OPENING PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IFAPPLICABLE. � 8�21�2018 MINOR REV BJT
<br /> CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. CMU CONCRETE MASONRY UNIT OPP OPPOSITE
<br /> COL COLUMN �P� PROPOSED �iioi2oia lSSU�D DESIGN REVIEW BJT
<br /> CONC CONCRETE PCS PERSONAL COMMUNICATfON SYSTEM SPECIAL INSPECTIONS: 1
<br /> 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. CONST CONSTRUCTION � PLATE
<br /> C4NT CONTINUOUS PR PAIR SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2015 SECTION 1704. PLANS PREPARED BY:
<br /> 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION CTR CENTER PSI POUNDS PER SQUARE INCH
<br /> DIA /� DIAMETER PSF POUNDS PER SQUARE FOOT
<br /> AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY DTL DETAIL PT PRESSURE TREATED SOILS/GE�TECHNICAL: B■ J. THOMAS� P.E.
<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 SOLE AND FINAL JUDGE AS TO THE QUALITY EA EACH RD ROOF DRAIN �607 80TH AVE NE
<br /> OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE EXPANSION JOINT REINF REINFORCED/REINFORCING ❑ OBSERVE AND MONITOR EXCAVATION
<br /> � ELEC ELECTRIC/ELECTRICAL REQ'D REQUIRED ❑ VERIFY SOIL BEARING psf BEARING MARYSVILLE, WA 98270
<br /> MADE AT THE CONTRACTORS EXPENSE. ELEVATION RM ROOM
<br /> EQ EQUAL R/W RIGHT OF WAY ❑ SUBSURFACE DRAINAGE PLACEMENT ZOG■S 'rJ1 -1106
<br /> 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE EW EACH WAY SCHED SCHEDULE ❑ VERIFY FILL MATERIAL AND COMPACTION
<br /> EXP EXPANSION SECT SECTION
<br /> CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE EXT EXTERIOR SF SQUARE FOOT ❑ VERIFY CONDITIONS AS ANTICIPATED DRAWN BY: CHK. BY:
<br /> STRUCTURE SHALL HAVE A SMOOTH TRANSITION. FLOOR DRAIN SIM SIMILAR
<br /> FIN FINISH SQ FT SQUARE FOOT ❑ PILE PLACEMENT (AUGER CAST/DRIVEN PILE)
<br /> 13. THE CONTRACTOR SHALL MODIFY THE EXISTlNG FLOORS, WALL, CElLING, OR OTHER FIN FLR FINISH FLOOR SS STAINLESS STEEL ❑ OTHER
<br /> FLR FLOOR STD STANDARD JL BJ
<br /> CONSTRUCTION AS REQU[RED TO GAW ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, FTG FOOTING STL STEEL
<br /> ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, GA GAUGE STRUC STRUCTURAL REINFORCED CONCRETE:
<br /> PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE GALV GALVANIZED TEMP TEMPORARY ❑ REINFORCING STEEL AND CONCRETE PLACEMENT LICENSURE:
<br /> GYP GYPSUM THK THICK
<br /> EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR M(JDIFIED, THE GENERAL GB GYPSUM BOARD T.O. TOP OF ❑ PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
<br /> CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL HM HOLLOW METAL TOS TOP OF STEEL ❑ BATCH PLANT WSPECTION
<br /> HOR HORIZONTAL TOC TOP OF CONCRETE .��i�
<br /> FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE HR HOUR TYP TYPICAL � � `�'1� , ` c�
<br /> ❑ SHOTCRETE �V�
<br /> CONTRACTOR SHALL TOOTH IN AL,L NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE HEIGHT UNO UNLESS NOTED OTHERWISE �'� �� �Ffr `� �
<br /> CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE HVAC HEATING VENTILATION AIR CONDITIONING VCT VINYL COMPOSITION TILE ❑ GROUTING �� `��Q ��'��`�
<br /> USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. �NSUL INSULATION VERT VERTICAL ❑ OTHER r �
<br /> INT INTERIOR W/ WITH
<br /> WWM WELDED WIRE MESH
<br /> 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED STRUCTURAL STEEL: �; �,,37��,
<br /> � ��, fGls-�.�,� .��'
<br /> PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE LEGENDS 8c SYMBOLS ❑ FABRICATION AND SHOP WELDS � � � �ss�������1���
<br /> CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDWG ❑ 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 /> PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CEDAR FENCE DRAWING INFORMATION:
<br /> CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL pOWER - P P P - P - P P - P - P -
<br /> BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONSANDAPPROVALS FROM BUILDING �o NOT sca�E oRAwiNGs. coNTRacroRnnusTVERiFY
<br /> TELCO - T - T T - T - T T T - T - STRUCTURAL ALUMINUM: ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br /> AUTHORITIES DURING THE EXECUTION OF THE WORK. ❑ FABRICATION AND SHOP WELDS ERRORs aNp oMissioNs. a�� PREvious issuEs oF rHis
<br /> POWER/TELCO - P - T P - T - P T P - T - DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
<br /> 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A COAX - CORX - COAX - COAX - COAX - COAX - ❑ ERECTION AND FIELD WELDS AND BOLTING THE tNFORMATION CONTAINED INTHIS SET OF
<br /> OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECTAREA DURING ❑ OTHER: DOCUMENTS IS PROPRIETARY BYNATURE. ANYUSEOR
<br /> OVERHEAD POWER -oH OH OH OH OH DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED
<br /> CONSTRUCTION. CENTERLINE - - --' - - CLIENT IS STRICTLY PROHIBITED.
<br /> 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID REVISION BUG 1� STRUCTURAL MASONRY: DRAWING TITLE:
<br /> DISTURBING NORMAL BUSINESS. ❑ CC�NTINUOUS
<br /> DETAIL NUMBER ❑ PERIODIG
<br /> 17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL ELEVATION VIEW BUG ❑ OTHER:
<br /> APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. G EN E RAL NOTES
<br /> 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SHEET NUMBER MISCELLANEOUS:
<br /> SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. ELEVATION VIEW BUG TOP OF XXXXX � � OTHER: NO SPECIAL INSPECTIONS REQURIED
<br /> XXX'-X" AGL DRAWING NUMBER: -
<br /> 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING DETAIL NUMBER
<br /> CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. DETAIL BUG ANCHORING TO CONCRETE:
<br /> SHEET NUMBER ❑ BOLTS INSTALLED IN CONCRETE
<br /> 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION DETAIL NUMBER ❑ POST-INSTALLATION ADHESIVE ANCHORS
<br /> ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION �
<br /> MANAGER PRIOR TO STARTING WORK. SECTION BUG ❑ POST-INSTALLATION MECHANICALANCHORS
<br /> SHEET NUMBER
<br />
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