1321 COLBY AVE T MOBILE ANTENNAS 2021-11-10

0 f GENERAL NOTES: ABBREVIATIONS SPECIAL INSPECTIONS: 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF AC AIR CONDITIONER JT JOINT SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2015 SECTION 1704.DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED AFF ABOVE FINISHED FLOOR LAM LAMINATED LT I. ■M o b i 1 e OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL AFG ABOVE FINISHED GRADE LF LINEAL FOOT SOILS/GEOTECHNICAL: IM E MATERIALS,EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE AFS ALOINISHED SLAB MANUF MANUFACTURER ALUM ALUMMINUUM MAX MAXIMUM ❑SHORING INSTALLATION AND MONITORING INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. ANCHOR BOLT MECH MECHANICAL o OBSERVE AND MONITOR EXCAVATION ANGLE MH MANHOLE ARCH ARCHITECTURAL MM MILLIMETER ❑VERIFY SOIL BEARING psf BEARING 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT BTS BASE TRANSMISSION SYSTEM MIN MINIMUM —PROJECT INFORMATION: REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE BLDG BUILDING MISC MISCELLANEOUS ❑SUBSURFACE DRAINAGE PLACEMENT SUBMITTED TO AND APPROVED BY,T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. BM BEAM MPH MILES PER HOUR ❑VERIFY FILL MATERIAL AND COMPACTION MOSQUITO FLEET BOT BOTTOM MTL METAL 0VERIFY CONDITIONS AS ANTICIPATED B.O. BOTTOM OF NO NOT IN CONTRACTHOSPITAL 3. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO BOC BOTTOM OF CONCRETE NM NOMINAL o PILE PLACEMENT(AUGER CAST/DRIVEN PILE) FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BOS BOTTOM OF STEEL NTS NOT TO SCALE SE01523A CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT CONTROL JOINT OC ON CENTER ❑OTHER DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED CENTER LINE OH OUTSIDE DIAMETER CLG CEILING OH OVERHEAD REINFORCED CONCRETE: 1321 COLBY AVENUE AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS,OMISSIONS,OR CLR CLEAR OPNG OPENING DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY CMU CONCRETE MASONRY UNIT OPP OPPOSITE ❑REINFORCING STEEL AND CONCRETE PLACEMENT EVERETT,WA 98201 COL COLUMN (P) PROPOSED ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION —ISSUED FOR: AND IN WRITING. - CONC CONCRETE PCS PERSONAL COMMUNICATION SYSTEM CONST CONSTRUCTION Q PLATE o BATCH PLANT INSPECTION 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONT CONTINUOUS PR PAIR ❑SHOTCRETE BUILDING PERMIT CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE D CENTERPSI POUNDS PER SQUARE INCH DIA/u DIAMETER PSF POUNDS PER SQUARE FOOT o GROUTING CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. DTL DETAIL PT PRESSURE TREATED ❑OTHER —REVISION HISTORY: CM. RAD RADIUS 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT EA EACH RD ROOF DRAIN NO. DATE: DESCRIPTION: RYI DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, EXPANSION JOINT REINF REINFORCED/REINFORCING STRUCTURAL STEEL: ELEC ELECTRIC/ELECTRICALO REQ'DMREQUIRED METHODS, o FABRICATION AND SHOP WELDS METHODS,TECHNIQUES,SEQUENCES, SAFETY,AND PROCEDURES FOR COORDINATING ALL PORTIONS ELEVATION RM ROOM OF THE WORK UNDER THE CONTRACT. EQ EQUAL RAN RIGHT OF WAY ❑ERECTION AND FIELD WELDS AND BOLTING EW EACH WAY SCHED SCHEDULE EXP EXPANSION SECT SECTION ❑OTHER: 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO EXT EXTERIOR SF SQUARE FOOT MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES FLOOR DRAIN SIM SIMILAR OR ORDINANCES TAKE PRECEDENCE. FIN FINISH SQ FT SQUARE FOOT FIN FLR FINISH FLOOR SS STAINLESS STEEL STRUCTURAL ALUMINUM: FLR FLOOR STD STANDARD ❑FABRICATION AND SHOP WELDS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FTG FOOTING STL STEEL ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES. CONTRACTOR SHALL GA GAUGE STRUC STRUCTURAL ❑ERECTION AND FIELD WELDS AND BOLTING GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL GALVGA TEMP TEMPORARY GYPP GYPSUM THK THICK ❑OTHER: ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL GB GYPSUM BOARD T.O. TOP OF AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. HM HOLLOW METAL TOS TOP OF STEEL HOR HORIZONTAL TOC TOP OF CONCRETE STRUCTURAL MASONRY: 8. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION HR HOUR UN UNLESS TYP UNLESS HEIGHT OURNOTED OTHERWISE ❑CONTINUOUS DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A HVAC HEATING VENTILATION AIR CONDITIONING VCT VINYL COMPOSITION TILE ❑PERIODIC /"\ 12/23/2020 STRUCTURAL SHEETS ADDED BJT VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR CONSTRUCTION" INSUL INSULATION VERT VERTICAL AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S/ENGINEER'S SIGNED WET STAMP. INN INTERIOR W/ WITH ❑OTHER: WWM WELDED WIRE MESH A 12/1rz020 MINOR REV BJT 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK MISCELLANEOUS: � DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE,ETC.ACCORDING TO APPLICABLE LEGENDS 8:SYMBOLS /z\o OTHER: 11/30/2020 REVISED PER REDLINES BJT CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. CHAIN LINK FENCE — x x x x x 1 929/2020 ISSUED DESIGN REVIEW BJT 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. CEDAR FENCE ANCHORING TO CONCRETE: POWER — P - P - P - P - P - P - P - P - 0 BOLTS INSTALLED IN CONCRETE —PLANS PREPARED BY: 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION TELCO - T - T - T - T - T - T - T - T - ❑POST-INSTALLATION ADHESIVE ANCHORS AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY POWER/TELCO - P - T - P - T - P - T - P - T - ❑POST-INSTALLATION MECHANICAL ANCHORS B.J.THOMAS, P.E. THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND COAX — COAX — COAX — COAX — COAX — COAX — 7607 80TH AVE NE THE PROJECT. THE T-MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE OVERHEAD POWER -OHOH OH OH OH MARYSVILLE,WA 98270 MADE AT THE CONTRACTOR'S EXPENSE. CENTERLINE — — — — 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE REVISION BUG /1\ 206.851-1 106 CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE DETAIL NUMBER DRAWN BY: CHIC.BY: STRUCTURE SHALL HAVE A SMOOTH TRANSITION. ELEVATION VIEW BUG 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER JL BJ CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, SHEET NUMBER ELECTRICAL,OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, ELEVATION VIEW BUG TOP OF XXXXX _LICENSURE: PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE XXX-X"AGL Ili EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL,SYSTEMS ARE ADDED OR MODIFIED,THE GENERAL DETAIL NUMBER CONTRACTOR SHALL REPAIR,PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL DETAIL BUG FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE SHEET NUMBER ?or HOy s CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE DETAIL NUMBER • 4w w.\ CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE a zl • USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. SECTION BUG 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED SHEET NUMBER 1/j5/ 1 I PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE • Nv. t` CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED —DRAWING INFORMATION: CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AUTHORITIES DURING THE EXECUTION OF THE WORK. ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR OR 2-Al OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CONSTRUCTION. CLIENT IS STRICTLY PROHIBITED. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID —DRAWING TITLE: DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. GENERAL NOTES 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES,SCHEDULING, COORDINATING , CALL TWO WORKING DAYS BEFORE YOU DIG SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 811 —DRAWING NUMBER: 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. _" %7 NATIONAL UTILITIES UNDERGROUND LOCATE SAFETY PRECAUTION SHALL ELECTRIC-RED TEUCATV-ORANGE 20. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION BE IMPLEMENTED BY SEWER-GREEN PROPOSED-WHITE ONLY.CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION CONTRACTORS)AT ALL Gill TRENCHING IN ACCORDANCE GAS/OIL-YELLOW WATER-BLUE MANAGER PRIOR TO STARTING WORK. WITH CURRENT OSHA SURVEY-PINK STANDARDS 21 25