2215 MERRILL CREEK PKY CINGULAR WIRELESS ANTENNA 2019-02-11

r Y. DO NOT SONE DRAMNWS.COIDRACh7R MIST VERIFY Ni MENSIO N AND/ONE CD)NLTANB OF ANY EiRERe OR NPtl®IE NO VARIATIONS OR YODHd710NS TO WORK SHOWN GENERAL; STRUCTURAL STEEL; COPING AND GAGE NOTES: nDE LE MREVISION Ni DRAWINGS NO SPECIFICATIONS REAM M PROEM ERY OF N IRESON HERSHFIELD CORPORATION. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL 1. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO ANSI/TIA 222-G-2, ANSI/TIA I N O `w'E CTON REARM*IRE PROECT. APPLY: 1019-A "STRUCTURAL STANDARDS FOR STEEL SUPPORTING STRUCTURES" AND RISC STEEL WORKABLE GAGES CONTRACTOR - GENERAL DYNAMICS CONSTRUCTION MANUAL, LATEST EDITION, UNO. SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) LEG 14 3-1/2 3 2-1/2 2 1-3/4 OWNER - AT&T MOBILITY 2. ALL STRUCTURAL STEEL IS TO BE NEW AND CONFORM TO THE FOLLOWING (UNLESS OEM - ORIGINAL EQUIPMENT MANUFACTURER NOTED OTHERWISE ON THE DRAWINGS): G 12-1/2 2 1-3/4 1-3/8 1-1/8 1 2. PRIOR TO THE SUBMISSION OF BIDS. THE BIDDING SUBCONTRACTOR SHALL VISIT THE ALL STEEL IS TO BE A36 (Fy =36 KSI), UNLESS NOTED OTHERWISE. a,'''' "4 Sb�+ CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE ANY STEEL THAT DOES NOT MEET THE MINIMUM SPECIFIED YIELD STRESS (Fy) SHOWN n,,. WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY WILL BE REJECTED. , ,r,, -3 •41',4• �',I G A Hari i , DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. ." - DIMENSIONS GIVEN IN 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 3. ALL BOLTS SHALL BE HIGH STRENGTH CONFORMING TO ASTM A325 TYPE 1. ALL BOLTS ` INCHES ,.i:A/1 �` (A,.L APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL SHALL BE HOT DIP GALVANIZED AND HAVE LOCK WASHERS OR LOCKING DEVICES. DO NOT = - MATCH EXISTING WHEN 4 a 7' 1 APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, RE-USE BOLTS. BOLT THREADS ARE TO BE EXCLUDED FROM THE SHEARING PLANES. A.- APPLICABLE i '. '' '' AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE USE BEARING TYPE CONNECTIONS UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE ". i: Pr' C,t WORK. �:t PRETENSIONED USING THE TURN-OF-THE-NUT METHOD. -f j 4. ALL U-BOLTS SHALL BE A307. ALL BOLTS SHALL BE HOT DIP GALVANIZED AND HAVE 1 I V 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY ' _C %EAL' COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND LOCK WASHERS OR LOCKING DEVICES. DO NOT RE-USE BOLTS. ALL U-BOLTS SHALL BE �£ it APPLICABLE REGULATIONS. SNUG TIGHT. st(}j�j�}, -4 5. WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS, FABRICATOR SHALL 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW DESIGN CONNECTIONS TO RESIST LOADS AND FORCES WHERE SHOWN ON DRAWINGS AND BOLT SCHEDULE tf g OUTLINE ONLY. AS OUTLINED IN SPECIFICATIONS. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATIONS. DRAWINGS SHALL BE SEALED BY THE FABRICATOR'S UCENSED ENGINEER. f BOLT STANDARD MIN EDGE DISTANCE MIN. SPACING 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, DIAMETER HOLE EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS 6. PROVIDE ALL REQUIRED GUSSETS, SPACERS, FILLERS AND BATTEN PLATES. AS INDICATED ON THE DRAWINGS. 1/2 9/16 7/8 1-1/2 7. MAKE NO HOLES IN ANY NEW OR EXISTING STRUCTURAL SlttL MEMBER OTHER THAN 5/8 11/16 1-1/8 1-7/8 7 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT THE WRITTEN APPROVAL BY THE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ENGINEER. 3/4 13/16 1-1/4 2-1/4 6 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, 8. ALL EXPOSED EXTERIOR STRUCTURAL SIt.L (INCLUDING BOLTS, PACK WASHERS, PINS, 7/8 15/16 1-1/2 2-5/8" 5 THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY ETC.) TO BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153 AND A123. FOR ALL 1 1_1/16 1-3/4 3 j THE CONTRACTOR. WELDED CONNECTIONS TO BE GALVANIZED, PROVIDE WELDS ALL AROUND OR ADD SEAL I 4 WELDS WHERE STRUCTURAL WELDS ARE NOT SPECIFIED. SPACING EDGE 9. THE SUBCONTRACTOR SHALL PROTECT DUSTING IMPROVEMENTS. PAVEMENTS, CURBS, 3 LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 9. NO FIELD WELDING PERMITTED. DISTANCE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. �� 2 - DIMENSIONS GIVEN IN INCHES 10. THE SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. - SHORT SLOT HOLES SHALL ONLY BE 1 .13 0USED WHEN DEPICTED ON THE PLANS O o9/21/1) ISSUED IDR a�1RUCTION 11. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC INSTALLER: filo m1 SPECIFICATIONS. Rev Dote Description 1. ALL CONTRACTORS MUST ADHERE TO ALL SITE AND TOWER SAFETY PROCEDURES AND 12. THE SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR PROVIDE THIS DOCUMENTATION IN WRITING IF REQUESItD TO TOWER OWNER. . it TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON 2, OWNER SHALL BE CONTACTED IMMEDIATELY TO EVALUATE ANY EXISTING CONDITIONS THAT WILL THE DRAWINGS MUST BE VERIFIED. THE SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR AFFECT THE SAFETY AND SCOPE OF WORK. '+!° ' : OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH I CONSTRUCTION. 3. CONTRACTOR TO PROVIDE THE NECESSARY CERTIFICATIONS OF ALL WORKERS TO OWNER UPON MORRISON HERSHFIELD REQUEST. 1 1455 URODIIP Parkway,SIAs500 " 13. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK I ALLOWABLE ANGLE COPE Par*GA30346 BY THE SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY 4. THE CONTRACTOR SHALL SUPERVISE ALL SAFETY PROGRAMS AND PRECAUTIONS IN Tek770379.8500 Fax M37943501 $ WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH THE CONTRACTOR. ALSO, CONNECTION WITH THIS WORK AND MUST PROVIDE WRITTEN DOCUMENTS OF THESE DO NOT COPE oftwonorrisonhersaraktown $ WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW PROCEDURES. BEYOND THIS UNE USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING; NO SITE VISIT HAS BEEN I Client PERFORMED BY MORRISON HERSHFIELD. ALL INFORMATION PROVIDED ABOUT THE TOWER HAS g. 14. SINCE THE CELL SITE MAY BE ACTIVE. ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN BEEN TAKEN FROM OTHER SOURCES AND HAS BEEN ASSUMED TO BE REUABLE. I WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE j i Ls SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO 6. EVERY ATTEMPT IS TO BE MADE TO AVOID CARRIER DOWNTIME. ALL COAX MUST BE RETURNED • COPED DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT TO EQUAL OR BETTER THAN ORIGINAL CONDRTON PRIOR TO COMPLETION. ANY DOWNTIME OR I ANGLE GENERAL DYNAMICS OF ANY DANGEROUS EXPOSURE LEVELS. CHANGES ARE TO BE COORDINATED IN WRITING WITH OWNER. 15. THE SUBCONTRACTOR SHALL NOT USE OR INSTALL ANY MATERIAL CONTAINING ASBESTOS 7. WORK IS TO BE CONTAINED TO THE SITE COMPOUND AREA ONLY. ANY OUTSIDE OR ADJACENT \ PROPERTY NEEDED TO PERFORM ACCESS OR SCOPE OF WORK TO BE REQUESTED IN WRITING COPED 14 OR LEAD PAINT CONTENT. THE USE OF SUCH MATERIAL IS STRICTLY PROHIBITED. TO OWNER. 1.SxL I MAX ANGLE BOLT HOLE Project: MUICILTEO HEIGHTS a. 1. ALL DIMENSIONS REPRESENTED IN THE ABOVE TABLES ARE AISC MINIMUM SITE ID:45538-A I REQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD AND NOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED. 2219 IMMIX CREEK PARKWAY 1 EVERETT.WA 98203 2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS. ACTUAL DIMENSIONS I OF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY FROM THE AISC Drawing Title: N MINIMUM REQUIREMENT. I REINFORCING NOTES a A Project 17 28 GED-29082 Designer: Oats KSH 09/21/17 I Drawn By: Checked By: 4 KSHGLC PAI Review: I Client Approval �i JR 1 / �'J°� ..... ._... _. -.. _ _ r / .issue No.0 Drawing No. a NI