9610 19TH AVE SE CLEARWIRE ANTENNA 2018-08-29

GENERAL NOTES LIGHT POLE � 0 1. THIS FACILITY IS AN UNMANNED CELLULAR TELEPHONE EQUIPMENT 14.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR 8. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, ® END.MONUMENT I a 1 V Yn/ re FACILITY. ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE HOLD-DOWNS,POST BASES,FRAMING CAP,HANGER AND OTHER WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS MISCELLANEOUS STRUCTURAL METALS SHALL BE AS MANUFACTURED 4)- SPOT ELEVATION 2. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS.THIS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR BY SIMPSON STRONG TIE CO.OR APPROVED EQUIVALENT. FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID SET POINT PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. DOCUMENT. 9. ALL EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE 1475 120TH AVENUE NE WEATHER SHALL BE HOT-DIP GALVANIZING AFTER FABRICATION. REVISION BELLEVUE,WA 98005 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND 15.ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 10.ALL WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH O GRID REFERENCE CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER TWO(2)COATS OF"GALVANIZED" OR GALVALLOY" PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK. 16.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, consv rum BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF DETAIL REFERENCE %4 � � 4. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS, ITEMS INDICATED ON THE DRAWINGS. GENERAL FIRE NCTES:(SFM) i OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE [ 1 NEW ANTENNA jPLANS,SPECIFICATIONS,&NOTES PRIOR TO STARTING 17.THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,ORL�� EXISTING ANTENNA �" f� CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY RATED ASSEMBLIES. DEMOLITION SHALL BE IN ACCORDANCE WITH 2009 IFC SECTION 1401. WIRE-LESS ® ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF GROUND ROD ENGINEERING GROUP CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION 18.NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE 2. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGSOF THE 92008 ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR EXCEPT AS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE TT GROUND BUS BAR 5865 AVENIDA S CARLSBAD,CA 92008 RECTIFY THE SITUATION.THE METHOD OF CORRECTION SHALL BE NOTED IN THE PLANS. STREET OR ROAD FRONTING THE PROPERTY.[2009 IFC SECTION 505.1] • MECHANICAL GRND.CONN. cnvw.S3CV,Com APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF 760.795 5200 THE PROJECT. 19.THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A ■ CADWELD FLAME-RETARDANT CONDITION. 0 LICENSER HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT.OF TRAVEL TO ALL [2009 IFC] GROUND ACCESS WELL 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE PORTIONS OF THE CONSTRUCTION AREA. RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR 4. PORTABLE FIRE EXTINGUISHERS:AT LEAST ONE FIRE EXTINGUISHER IT] ELECTRIC BOX NOT SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE. 20.MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 ` THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR T TELEPHONE BOX <- V. - OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED APPROVING THE RESULTS. PORTION THEREOF ON EACH FLOOR.[2009 IFC SECTION 906.1.1&7 DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT @ AND SECTION 906.3.1)] `G AS/y� f� Y H.,. 800-227-2600 21.ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM .. �� lib "1" REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT ° ELEVATION REFERENCE yz¢'h 6. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL SPECIFICALLY SHOWN OTHERWISE. [' <.,. 2 PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING STORM WATER QUALITY NOTES CONSTRUCTION BMP'S: �: f ` CONSTRUCTION.ANY DAMAGE TO NEW OR EXISTING SURFACES, 22.ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. //ia. � STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT NOTES 1-5 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR d�.. \ A. REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE ALL TIMES. VW SECTION REFERENCE �O �FC1205 fE(�c� l.:-) CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR CONSTRUCTION BDAP'S 1. +� REPLACING ANY DAMAGED AREAS. 23.BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE 1. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT,MUD OR 4:�SS1CNALG NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE I., ` • • • • .] GROUT OR PLASTER 13 IZ 7. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE MANDATED BY THE GOVERNING AGENCY. ADJACENT STREET(S)OR STORM WATER CONVEYANCE SYSTEM DUE [ I (E)BRICK SPECIFIED BY THE GOVERNING AGENCY,AND BY LAW SHALL BE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTIONE ncc QS' AVAILABLE FOR INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S 24.ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION I 'i;, ,' I (E)MASONRY L RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING SAME INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH CONCRETE REVISIONS SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S > PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS, CLARIFICATIONS. _- EARTH m ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD a DATE DESCRIPTION m O a THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER2. A CONCRETESETH WASHOUT SHALL BE PROVIDED ON ALL PROJECTS -, SPECIFICATIONS GRAVEL 011/30/12 FOR PERMIT MD ML OM WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. IMPROVEMENTS THAT ARE TO BE POURED INTO PLACE ON THE SITE. SAND 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STRUCTURAL METAL 3. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE WORKING ORDER AT ALL TIMES. ><- WOOD CONT. JOB IS COMPLETE. 1. ALL STRUCTURAL STEEL SHALL COMPLY WITH MOST RECENT ASTM A-36 STANDARDS. 4. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION WOOD BLOCKING 9. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY 2. ALL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH MOST ACTIVITY RUATT BALL PROTECTED AGAINST EROSION AND SEDIMENT I /TIMES. i STEEL TRANSPORT A OWNER OR GOVERNING AGENCY. RECENT A.I.S.C.SPECIFICATIONS. CENTERLINE 10.ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 3. ALL WELDING SHALL BE PERFORMED BY OPERATORS WHO HAVE BEEN 5. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT ®'-oa-ev PROPERTY/LEASE LINE 2009 I.B.C.AND ALL OTHER GOVERNING CODES. RECENTLY QUALIFIED AS PRESCRIBED IN MOST RECENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF SITE NAME "QUALIFICATION PROCEDURE"OF THE AMERICAN WELDING SOCIETY. POLLUTANTS INTO THE ENVIRONMENT. MATCH LINE 11.THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL EVERETT MALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA 4. USE ALL MEANS NECESSARY TO PROTECT STRUCTURAL STEEL REQUIREMENTS. BEFORE,DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK POINT INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES.IN THE 12.WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENT OF DAMAGE IMMEDIATELY MAKE ALL REPAIRS AND GROUND CONDUCTOR SITE NUMBER. EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO REPLACEMENTS NECESSARY TO THE APPROVAL OF AND AT NO AUGMENT ID(LTE) EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. ADDITIONAL COST TO THE OWNER. T TELEPHONE CONDUIT TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE E ELECTRICAL CONDUIT WA-SN 0193512.3 STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR 5. HIGH-STRENGTH BOLTS SHALL COMPLY WITH ASTM A-325 N.BEARING THE CONDITIONS PRESENT. TYPE CONNECTION WITH THREADS INCLUDED IN SHEAR PLANE. (POWER) E/F ELECTRICAL CONDUIT SHEET TITLE 13.THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, 6. OTHER MACHINE BOLTS AND ANCHOR BOLTS SHALL MEET THE AND FIBER(POWER) USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY REQUIREMENTS OF ASTM A-307 RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, CC COAXIAL CABLE GENERAL NOTES TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING 7.WELDS SHALL BE MADE WITH ASTM-233,E-70 SERIES ELECTRODES FOR T/E OVERHEAD SERVICE & LEGEND ALL PORTIONS OF THE WORK UNDER THE PROJECT. STEEL TO STEEL CONNECTIONS UNLESS OTHERWISE NOTED. WELDING OF REINFORCING BARS SHALL BE DONE WITH ELECTRODES CONDUCTORS AS APPROVED BY A CERTIFIED TESTING LABORATORY. X CHAIN LINK FENCING SHEET Nur,ISER 1 GENERAL NOTES 2 LEGEND T.2 SCALE: NTS 1