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HomeMy WebLinkAboutCD 2018-0024; SDG&E STEEL POLE WCF; Consistency DeterminationSDG&E LEGEND STRUCTURE #: TIE LINE#: R/W#: SBE#: APN#: SIGNA TI.JRE: Z-718327 13805/23011 31560: 215-052-1300 DA.TE: SITE INFORMATION PROPERTY OWNER: TOWER OWNER: APLLICANT: LATITUDE (NAD-83): LONGITUDE (NAD--83): ZONING JURISDICTION: ZONING CLASSIFICATION: ASSESSOR'S PARCEL NO.: PROPOSED USE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: GROUND ELEVATION (A.M.S.L): LEASE AREA: WEST BLUFF NORTH HOMEOWNERS ASSOCIATION C/O BRUNER & ROSI MANAGEMENT, INC. 5651 PALMER WAY, SUITE A CARLSBAD, CA. 92010 PHONE: (760) 603-9404 EXT. 115 SDG&E 8335 CENTURY PARK COURT CP 11-D 5651 PALMER WAY, SUITE A SAN DIEGO, CA. 92103 SPRINT 3730 FIFTH AVENUE SAN DIEGO, CA. 92103 33" 06' 31.51" N (33.108741) 117° 16' 05.01" N (-117.268143) CITY OF CARLSBAD NORTH: PC, EAST: R-D-M-Q, WEST: L-C, SOUTH: R-D, -Q UNMANNED TELECOMMUNICATIONS FACILITY 215-052-1300 UNMANNED TELECOMMUNICATIONS FACILITY V-B u ± 294' (A.M.S.L.) SPRINT EQUIPMENT LEASE AREA: 12'-0" X 20'-0" (240 SQ. FT.) PROJECT TEAM CLIENT REPRESENTATIVE: SPRINT 3730 FIFTH AVENUE SAN DIEGO, CA. 92103 SPRINT PROJECT MANAGER: CONTACT: SAMANTHA DANG PHONE: (714) 876-4726 EMAIL: Samantha.Dang@sprinl.com SPRINT RF ENGINEER: CONTACT: MAYUR DESAI PHONE: (714) 876-4726 EMAIL: Mayur.Desai@sprint.com SPRINT CONSTRUCTION MANAGER: CONTACT: TODD BYERS PHONE: (706) 613-7442 EMAIL: Todd.Byers@sprint.com SDG&E LAND MANAGER: 8225 CENTURY PARK COURT, CP-12A CONTACT: DANIELLE WEIZMAN PHONE: (858) 637-7986 EMAIL: dweizman@semprautilities.com SDG&E WIRELESS COORDiNATOR: DOLORES RIVER VALLEY CONSULTANT P.O. BOX974 DOLORES, CO. 81323 CONTACT: JOHN J. HERNANDEZ PHONE: (970) 882-3575 EMAIL: john@drvcl.com ENGINEER: COASTAL COMMUNICATIONS 5841 EDISON PLACE, SUITE 200 CARLSBAD, CA. 92008 CONTACT: REESE GURNEY PHONE:(760) 205-1846 EXT. 130 EMAIL: reese@coastalcomminc.com SITE ACQUISITION MANAGER: PWC 2104 GRANADA AVE SAN DIEGO, CA. 92104 CONTACT: FELICIA PHILLIPS PHONE: (714) 791-6643 EMAIL: fphillips@pwc-ca.com LAND USE CONSULTANT: PWC 2104 GRANADA AVE SAN DIEGO, CA. 92104 CONTACT: MARK PHILLIPS PHONE: (619) 379-3473 EMAIL: Mlphillips@pwc-caacom ® " ; TM VICINITY MAP ' ! ::;! ,' e, ,', -.a 0 () DRIVING DIRECTIONS DIRECTIONS FROM SPRINT OFFICE: 1. HEAD NORTH ON FIFTH AVE TOWARD EVANS PL. 2. TURN RIGHT ON TO EVANS PL. 3. TAKE LEFT ONTO SIXTH AVE. 4. TAKE THE RAMP ONTO CA-163 N. 5. TAKE 1-805 N. & 1-5 N. TAKE EXIT 44 FROM 1-5 N. 6. MERGE ONTO CA-163 N. 7. TAKE EXIT 7A TO MERGE ONTO 1-805 N. TOWARDS LOS ANGELES 8. MERGE ONTO 1-5 N. 9. TAKE EXIT 44 FOR LA COSTA AVENUE. 10. USE THE RIGHT TWO LANES TO TURN RIGHT ONTO LA COSTA AVENUE. 11. USE THE LEFT 2 LANES TO TURN LEFT ONTO EL CAMINO REAL. 12. TURN RIGHT ONTO SWALLOW LANE, DESTINATION IS ON THE LEFT. PROJECT: SITE NAME: SITE CASCADE: PROJECT: SITE TYPE: PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING: WORK PERFORMED AT POLE LOCATION • REMOVE (3) EXISTING RFS APXVSPP18-C-A20 PANEL ANTENNAS, (1) PERSECTOR • REMOVE ALL MOUNTING HARDWARE FROM EXISTING SDG&E STEEL TOWER • INSTALL (1) TRI-SECTOR ANTENNA MOUNT ASSEMBLY ON EXISTING SDG&E STEEL POLE • INSTALL (3) NEW COMMSCOPE RRZZ-65B-R4 PANEL ANTENNAS • INSTALL (3) NOKIA AEHA PANEL ANTENNAS • RELOCATE (3) EXISTING RRH'S BEHIND PROPOSED PANEL ANTENNAS • INSTALL (6) PROPOSED RRH'S BEHIND PROPOSED PANEL ANTENNAS • INSTALL (3) NEW ±660 LINEAR FEET OF SPRINT HYBRID CABLE SYSTEM (HCS), TO BE PLACED IN EXISTING CONDUITS. WORK PERFORMED AT EQUIPMENT LOCATION • INSTALL(1) NEW TOP HAT ON EXISTING EQUIPMENT CABINET • INSTALL (2) NEW AMOS ON EXISTING EQUIPMENT CABINET • NSTALL (1) NEW FIBER DISTRIBUTION CABINET GENERAL NOTES THE FACILITY IS UNMANNED & NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR THE ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED & NO COMMERCIAL SIGNAGE IS NEW. ENGINEERING * ALL WORK SHALL BE PERFORMED & MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. CALIFORNIA ADMINISTRATIVE CODE (INCLUDING TITLE 24 & 25). 2. 2016 CALIFORNIA BUILDING CODE. 3. CITY/COUNTY ORDINANCES. 4. BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA). 5. 2016 MECHANICAL CALIFORNIA CODE. 6. ANSIIEIA-222-F LIFE SAFETY CODE NFPA-101. 7. 2016 CALIFORNIA PLUMBING CODE. 8. 2015 CALIFORNIA ELECTRICAL CODE. 9. LOCAL BUILDING CODE DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & FIELD CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 1-800-227-2600 CAU. AT /£AST 1m ll,OS BEFORE .YCU DIG UNDERGROUND S8?!/1C£ ALERT nCKET #. ---·----------- SAN DIEGO MARKET DO MACRO UPGRADE SDG&E: SWALLOW LANE SD34XC861 1926 SWALLOW LANE CARLSBAD, CA 92009 SDG&E STEEL POLE . • CONSTRUCTION DRAWING IF USING 11" X 17" PLOT, DRAWINGS WILL BE HALF SCALE DRAWING INDEX SHEET NO: SHEET TITLE -T-1 TITLE SHEET T-2 GENERAL NOTES . T-3 SIGNAGE & NOTES . T-4 SDG&E CONSTRUCTION NOTES A-1 SITE PLAN .•···· A-1.1 ENLARGED SITE !?LAN A-2 EQUlPMENT"PLAN . A-3 .ANTENNA LAYOUT A-4 ELEVATIONS A-5 ELEVATIONS D-1 DETAILS D-2 DETAILS . APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS. SPRINT RF ENGINEER: DATE: ----- SPRINT OPERATIONS: DATE: ----- SITE ACQUISTION: ----------------DATE: ____ _ CONSTRUCTION MANAGER: DATE: ----- PROPERTY OWNER: ---------------DATE: ----- CONSTRUCTION: DATE: ----- PROJECT MANAGER: _______________ DATE: ____ _ Sprinf Communications T elecommunicatio.ns· Engineering ~• 5841 EDISON PLACE, STE. 200 CARLSBAD, CA 92008 PH: (760) 929-"0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG 1 01103119 0 09112118 REV DATE 100% ZD FORSUBMITTAL SN 90% ZD FORSUBMITTAL VY DESCRIPTION ,..I, ,; RECEIVED JAN O 9 2019 CITY OF CARLSBAD PLANNING DIVISION BY • ._ '·• ,. '• l . . . . . ·, ' ·: ,. ,j. ;. ,!;_: ; . .:_: .. :iL IT JS VlOLATION OF LAW FOR ANY PERSON, UNLESS.THEY ARE ACTING .UNDER THE DlRECTlON OF A UC.ENSEO PROFESSlONAL ENGINEER, TO ALTER THiS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TffLE TITLE SHEET . .. .. SHEET NUMBER T-1 GENERAL GUIDELINES 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION" ARE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRJCAL, MECHANICAL AND STRUCTURAL INSTALLATIONS, AS WELL AS WITH THE SPRINT CONSTRUCTION AND CONTRACT DOCUMENTS SHALL CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING. IN THE EVEN OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COST INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 4. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY, FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD, UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS, 5. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 6. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT Will BE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 7. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACT BEFORE CONSTRUCTION. IF THE DIFFER FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING. WITH THE WORK. 8. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ERICSSON RADIO SYSTEMS. 9. ALL SYMBOLS & ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO SPRINT, 11. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE AT THE SITE AND SHALL SUPERVISE AND DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION, HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES AND FOR COORDINATING ALL PORTIONS OF WORK UNDER THE CONTRACT. 12. WORKMANSHIP THROUGHTOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED n,E FOLLOWiNG MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCT PRACTICE: NCRA -NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W. HIGGENS ROAD. SUITE 600 ROSEMONT, IL. 60018 SMACNA -SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRIVE CHATILLY, VA. 22021-1209 ITLP-INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER ROAD ST. PAUL, MN. 55114-1406 13. INSTALL ALL EQUIPMENT AND MATERIAL PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 14. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGARS OR OTHER SUPPORT FOR ALL ITEMS REQUIRING THE SAME. 15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. 16. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNERS, AND SPRINT PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES, CONSTRUCTION. STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPUICED TO THE SATISFACTION OF SPRINT. AND THE PROPERTY OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR lNFERJOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT UNDER THIS CONTRACT. 18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, OR CONTACT AN OUTSIDE AGENCY TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOW HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY SPRINT. 20. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, SPRINT, AND THE CITY OR GOVERNING AGENCY. 21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE S!TE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. 22. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 23, THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL ON A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGH OUT CONSTRUCTION, INCLUDING FINAL CLEANUP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT COMPLETION OF WORK. 24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY, 25. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED 26. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH UL USTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROJECT SITE. 27. PROVJDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LEST THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION. 28. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 AND 810. 29. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. 30, UPON COMPLETION OF CONSTRUCTION, SPRINT CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATlVE OF PROPERTY OWNER. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY SPRINT. 32. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE. 33. NOTIFY SPRINT PRIOR TO ANY RF OR SITE CONCERNS 1-866-400.6040. ROOFING & WATERPROOFING NOTES 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY iS FOUND, THE CONTRACT SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT PROJECT MANAGER IN WRITING. ULTIMATELY, THE CONTP-ACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL USE METHODS AND MATERAILS SIMILAR AND COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF PATCHING, NEW PENETRATIONS, ETC. 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATER!ALS TO LIKE-NEW CONDITION. CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES & FINISHES UNLESS SPECIFICALLY NOTES TO THE CONTRARY OR APPROVED BY THE SPRINT CONSTRUCTION MANAGER IN ADVANCE. 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE ROOFTOP WALK PADS TO ALL NEW EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING DN CONVENTIONAL ROOFING, THE WALK PADS SHALL BE "DUCK BOARDS" AS MANUFACTURED BY APC OR EQUAL. ON SPECIAL ROOFING SYSTEMS SUCH AS SINGLE MEMBRANE ROOFS WILL REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED BY NOTES 1 & 2ABOVE. PENETRATION AT FIRE RATE ASSEMBLIES 1. AT THE SPRINT PROJECT MANAGER•S DIRECTION, THE CONTRACTOR SHALL PROVIDE "HILT!" HIGH PERFORMANCE FIRE STOP SYSTEM #FS601 AT ALL FIRE RATED PENETRATIONS INSTALLED PER MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS. 2. ALL PENETRATIONS THROUGH FIRE RATE ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. , '. WORK ENVIRONMENT CONTRACTOR AND CREW SHALL ABIDE BY THE UNITED STATES DEPARTMENT OF LABOR'S OCCUPATION SAFETY AND HEALTH ADMINISTRATION STANDARDS (OSHA) AS DESCRIBED IN OSHA'S HANDBOOK OF GUIDELINES. 2. CONTRACTOR AND CREW SHALL ABIDE BY SPRINT SAFETY STANDARDS AS DESCRIBED IN SPRINT'S SAFETY HANDBOOK PAINTING NOTES & SPECIFICATIONS A GENERAL 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS SPECIFICALLY NOTED OTHERWlSE. 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED. 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO SPRINT CONSTRUCTION MANAGER. 6. PREPARE PREVISOULY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT SANDPAPER AND NON-HYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1. 7. FURNISH DROP CLOTHES, SHEILDS, MASKING AND PROTECTIVE NETHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILITIES 8. APLY PAINT BY AIRLESS SPRAY. SANDING LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NOT THINNER THAN THE DRY FILM THICKNESS INDICATED. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AT A RATE TO ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT CONSTRUCTION MANAGE. REPAINT AS NECESSARY TO ACHIEVE SURFACES WHICH ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BELMISHES .. B. PAINTING SCOPE 1. PAINT THE FOLLOWNG MATERAILS AND SYSTEMS CHECKED BELOW WITH THE COATING SYSTEM INDICATED. PAINTING SCOPE SURFACE TO BE PAINTED BTS UNIT ALL f.QU1PMEITT & GA61NETS OTHER THAN THE STSVNfT ANTENNA G0\1'£RS. T:i.T BFACKETS, MOONTl!.G BRACKETS /'IND /1.SSOC!ATED 1-JAADWAA:S, CA5LE AND CABLE: COVffiS EX?.'.)SED TO V)€W, EXPOSE() CONO\,JJT Al-.lO HANGERS. ETC, SilJCCO, CONCRETE, Cef,,CRETE eLOC-K MO CEMENTIOUS TYPE Fl!-llSl-1 SYSTEMS Fl YWOOO, l-l.lMSEFtJiJ40 WOOD TRIM INCLOOINC THEMC,< SIDE OF ALL SCREENWALLS ORYWAU. CONCRETE POLES C. COATING SYSTEM SPECIFICATIONS COATING SYSTEM ?AlNT DO NOT FAINT NIA 1. DTM ACRYLIC COATING (SERIES 866) BY SHERWIN WILLIAMS C0.1MIL OFT PER COAT APPLIED IN TWO COATS DTM BONDING PRIMER (866A50). 2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN WILLIAMS C0.1MIL DFTPER COAT APPLIED INTv\/0 COATS OVER SPEFICIED PRIMER. PAINT & PRIMER D. ANTENNAS PRIMER-KEM AQUA E61-W525 TOP COAT -COROTHANE II B65W200IB60V322 BTSCABINET PRIMER -KEM AQUA E61-W525 TOP COAT -COROTHANE II B65W200/B60V22 COAXIAL JUMPER CABLES PRIMER-AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% TOP COAT· 2 COATS COROTHANE II POLYURETHANE B65W200/860V2 RAW STEEL PRJMER -KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER TOP COAT -2 COATS COROTHANE II POLYURETHANE 865W200/B60V2 GALVANIZED METAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) STAINLESS STEEL PRIMER -OTM WASH PRIMER, B71Y1 TOP COAT -2 COATS COROTHANE II POLYURETHANE B65W200/860V2 PRE-PRIMED STEEL· TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, SSO'l'JZ4 ALUMINUM & COPPER PRIMER· DTM WASH PRIMER, B71Y1 TOP COAT -2 COATS COROTHANE II POLYURETHANE B652200IB60V2 CONCRETE MASONRY PRIMER-PRO MAR EXTERIOR BLOCK FILLER TOP COAT-2 COATS A-100 LATEX HOUSE & TRIM, SHEET TO MATCH CONCRETE STUCCO (EXISTING) 2 COATS A-100 LA TEX HOUSE & TRIM, SHEEN TO MATCH STUCCO PRIMER-PRO MAR MASONRY CONDITIONER B-46-W21000 TOP COAT -SUPER PAINT A-80 SERIES A-89 SATINA-84 GLOSS WOOD PRIMER -A-100 EXTERIOR ALKYD WOOD PRIMER Y-24W20 TOP COAT-2 COATSA-100 LATE HOUSE & TRIM SHEET TO MATCH ADJACENT SURFACES STEEL TOUCH-UP STEEL THAT HAS BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT, STRUCTURAL SPECIFICATIONS A. 1. 2. 3. 4. 5. B. 1, 2, 3. 4. 5. 6. 7. GENERAL PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A, ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS & DETAILS. S, NOTES & DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL DETAILS. C. MATERIAL NOTES & SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. GENERAL DETAILS & NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTES SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF THE WORK UNTIL IT IS IN IT;S COMPLETED FORM. THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. SAFETY: THESE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. WATERPROOFING: WATERPROOFING AND DRAINAGE. DETAILS & SPECIFICATIONS, ALTHOUGH SOMETIMES SHOWN ON STRUCTURAL DRAWINGS ARE OF GENERAL INFORMATION PURPOSES ONLY. WATERPROOFING & DRAINAGE ARE SOLELY THE DESIGN RESPONSIBILITY OF THE ARCHITECT. STEEL ALL STRUCTURAL STEEL SECTIONS & WELDED PLATE MEMBERS SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE !\!SC. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325, STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM A53. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO ASTM A500. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED, SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. THE FOLLOWING WELDING EQUIPMENT MUST BE USED A. 250 AMP WELDERS 8. ROD OVENS C. GRINDERS NO BUZZ BOXES SHALL BE USED 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 9. ALL HIGH STRENGTH SOL TS SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT. 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS SPECIFICALLY NOTES "FULL STRESS" AT END OF WELD SYMBOL. C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: LOCATION STRENGTH WT. A. SLAB & FOOTING 3000PSI 150PCF SLUMP 4• ADMIXTURE NONE 2. INSPECTION: CONCRETE W!T'rl SPECIFIED STRENGTH GREATER THAN 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPT. 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PERFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS: #4 & SMALLER BARS ........................ GRADE 40 #5 & LARGER BARS .......................... GRADE 60 ALL BARS AT CAISSON FOOTING ... GRADE 60 4. CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING: A. FOUNDATIONS & SLABS 9" OR LESS: 3/4 GRAVEL B. PIER/CAISSONS FOOTING: 1" GRAVEL. 6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS, ORGAN1C MATERIALS AND SHALL BE SUITABLE FOR HUMAN CONSUMPT!ON 7. 8, 9. 10. 11. 12. 13. 14. 15. D. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL (AS IN WALL, COLUMNS, CAISSON, & DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES, UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH. UNFORMED 3" B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" C. WALL, EXTERIOR FACE 1-112" D. WALL, INTERIOR FACE 1" E. STRUCTURAL SLABS 3/4" F, JOISTS 314" G. BEAMS, GIRDERS & COLUMNS 1-112" PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTORS SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE SLEEVES, CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN j OF THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3-1/2' THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, INSERTS, ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR IS ALLOWED. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON CONCRETE WHERE TILE FLOOR COVERING IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM PERIOD. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. TIMBER ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL FRAMING LUMBER FOR 2X RAFTERS & JOISTS SHALL BE NO. 2 GRADE DOUGLAS FIR., S45. UNLESS NOTED OTHERWISE ON DRAWINGS. STRIPPING, BLOCKJNG, BACKING, AND OTHER NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S45 2X4 STUD WALLS SHALL BE D.F. STANDARDS & BTR. ALL BEAMS. JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SIDE UP. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A SPAN INDEX RATIO 32116. EDGE NAIL WITH 8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, UNLESS NOTED OTHERWISE ON THE PLANS. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND SHALL CONFORM TO PS 1-83. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION, MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% DIAMETER OF BOLT. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE PLANSSHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE SIMPSON COMPANY. SUBSTITUTION MAY BE MADE WHEN APPROVED BY THE STRUCTURAL ENGINEER. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. ALASKAN YELLOW CEDAR GLUE-LAMINA TED BEAMS A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING TO 20F-V12 B. STRENGTH PROPERTIES: Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. Fb TOP FIBER BENDING STRESS 1000 psi MIN. Fv SHEAR STRESS 190psa MIN. Fe COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi E MODULES ELASTICITY 1400ksl MIN. C. CAMBER TO RADIUS OF 1600° U.O,N. D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE use F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 AND ASTM D3737 . Sprinf i1amjBlt Communications iliiilli Telecommunications Engineeiing 5841 EDISON PLACf, STE 200 -,ll!IJ"~ CARLSBAD, CA 92008 PH: (760) 929-0910 FX: (760) 929~0936 DRAWN BY: VY CHECKED BY: RG 1 01103/19 100% ZD FOR SUBMITTAL SN 0 09112/18 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY IT IS VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TITLE GENERAL NOTES . SHEET NUMBER T-2 BATTERY INFORMA Tl ON/NOTES BATTERY MFG: A. QUANTITIES OF 500 GALLONS OR LESS AR EXEMPT PER TABLE 3-E OF THE 1997 UB.C. MODEL NUMBER: ELECTOLYTE CONTENT PER BATTERY: EAST PENN MANUFACTURING 12AVR-14SL 2.17 GALLONS 8. SINGLE VASSEL CAPACITIES OF 10 GALLONS OR LESS, AND AGGREGATE QUANTITIES NOT IN EXCESS OF 100 GALLONS ARE EXEMPT PER ARTICLE 64 OF THE 2007 C.F.C. ELECTROLYTE HAZARD CLASSIFICATION PER '07 C.F.C. (8. 7% SULFURIC ACID): CORROSIVE C. QUANTITIES LESS THAN 50 GALLONS ARE EXEMPT FROM C.F.C. ARTICLE 80, AND SHALL NOT REQUIRE REMIT. NUMBER OF BATTERIES TO BE INSTALLED: 20 MAX (20 PER CABINET) 0. ANY CHANGES OR ADDITIONS TO BACK-UP BATTERIES MUST COMPLY WITH 2007 C.F.C. ARTICLE 64, AND SHALL NOT CONTAIN ELECTROLYTE QUANTITIES IN EXCESS OF 50. TOTAL ELECTROLYTE CONTAINED ON SITE (2.17 X 20): FIRE DEPARTMENT NOTES: 43.4 GALLONS MAX FIRE DEPARTMENT FINAL INSPECTION REQUIRED, SCHEDULE INSPECTION 2 DAYS IN ADVANCE. 1. 2. A CFC PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD-ACID BATTERIES IS NOT REQUIRED FOR THE QUANTITIES ON SITE. 3. A CFC PERMIT MAY BE REQUIRED FOR THE HAZARDOUS MATERIALS ON SITE. 4. A HAZARDOUS MATERIALS IDENTIFICATION SIGN IS REQUIRED FOR ALL ENTRANCES INTO BATTERY STORAGE AREAS. LETTERS MUST BE AT LEAST 1" IN HEIGHT AND IN A COLOR WHICH CONTRASTS TO THE BACKGROUND OF THE SIGN AND LIST THE FOLLOWING: CLASS 1 WATER REACTIVE LIQUID TOXIC LIQUID CORROS!VE LIQUID OTHER HEAL TH HAZARD UQUID 5. AN APPROVED METHOD TO NEUTRALIZE SUPPLIED ELECTROLYTE SHALL BE PROVIDED IN THE BATTERY ROOM. 6. BA I I t:RIES SHALL BE PROVIDED WITH SAFETY VENTING CAPS. 7. LOCATiONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE UNIFORM FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO APPROVAL OF THE INSPECTOR. 8. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. 9, EXIST DOORS SHALL BE ABLE TO OPEN FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 10. ADDRESS NUMBERS SHALL BE A MINIMUM 6 INCHES HIGH AND PLAINLY VISIBLE FROM ROADWAY BUILDING IS ADDRESSED ON. 11. REQUIRED SIGNAGE SHALL INCLUDE LETTERING HEIGHT OF AT LEAST ONE INCH, IN A COLOR THATCONTRASTS TO THE SIGN BACKGROUND, AND SHALL BE PROMEINENTLY DISPLAYED. 12. REQUIRED SIGNAGE SHALL INCLUDE BUT MAY NOT BE LIMITED TO, APPLICABLE TYPES FROOM EXAMPLES SHOWN HEREIN; SEE DETAILS 1, 2, AND 3. NOTES J : SECURE TO BAND ---, r::-.:.~ WITH 3/8"0 A307 ~--, '--~· ~-¾....."'-----= i BOLTS (TYP. OF 4) ~ 1 ¾.....""~t°w:--_ \'!li ,=P ' f! "" / I '~ NEW RF OR SDG&E ----- DISCONNECT SIGNAGE "'-"-. i "-\ ! :\ ~-BANDiNG, BUCKLES AND TENSIONING TOOLS ORDERED SEPARATELY. SITE PRO j I "',~ '>-----+--UNIVERSAL TOWER STANDOFF KIT SITE PRO STK4-U (TYP. OF 4) ~,, v· _-s .. -~ "'t,:..._ /i. ~-~~-1.r-""""'f--H·6,d,lc:" I ,·,'--..... SECURE TO BAND __ / ! "'--..,,, ~ WITH 318"0 A307 BOLTS (TYP. OF 4) SIGNAGE ATTACHMENT TO STEEL POLE ' >-1 81769 , OR i B 1770 I SITE PRO '/ ,/ (TYP. OF 2) NOTE: PLACE SIGNS AT ±6'-0" ABOVE GROUND LEVEL AT STEEL POLE CLIMBING LEG LOCATION 1 2 REQUIRED NFPA SIGNAGE SITE IDENTIFICATION SIGNAGE W~arr1 i llQ Cflfl"(JSive j NOTE: SITE IDENTIFICATION SIGNAGE TO BE PLACED ON EXJSTING SPRINT EQUIPMENT ACCESS DOOR ,.....,------------------------ IN CASE OF EMERGENCY CALL 1-866-400-6040 SITE NUMBER: SD34XC861 SITE NUMBER: PALOMAR AIRPORT ROAD EMERGENCY CONTACT SIGNAGE HAZARDOUS MATERIAL STORAGE AREA NOTE: HAZARDOUS MATERIAL SIGNAGE TO BE PLACED ON EXISTING SPRINT EQUIPMENT ACCESS DOOR HAZARDOUS MATERIAL SIGNAGE Radio frequeru::y fields beyond this point may exceed the FCC general public exposure limit. Obey all posted Si!liu; and S® !lllidetirn,s for working in radio frll'!lli<!>ney onvironm<>nls. RF SIGNAGE Beyond this point: Radio frequem:y fields at this site may exceed FCC rules for human exposure. For your safety, obey 1111 posted sigflll and site guidelines for worklllg ,,. rl'ldlo l'tequency e11vlrorunents. Beyond this point Radio frequency fields at this site exceed the FCC rules for human exposure. Fai!ura -to obey 2111 posiad Sf!!!">S and ;,!t& gui<lei,nes for working ln radio freqtl<!ncy ,mvlronments cou!,;tresult in -sel'ioll$. injury. 3 4 5 Sprinf Communications Telecommunications Engineering 5841 EDISON Pl.AGE, SJE. 20() CARLSBAD, CA 92008 PH: (760) 929-'0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG 1 01/03/19 100% ZD FOR SUBMITTAL SN 0 09/12118 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY , ff IS VI_OlATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEETTJTLE SlGNAGE & NOTES SHEET NUMBER T-3 SAN DIEGO GAS & ELECTRIC STEEL STRUCTURES: ANTENNA GENERAL INSTALLATION/CONSTRUCTION NOTES: 1. NEW STEEL (EXCEPT PIPE) SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARDS SPECIFICATION FOR STRUCTURAL STEEL" ASTM A36 (36 KSI YIELD PCINT MATERIAL), 2. NEW STEEL PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR THE PIPE, STEEL, BLACK AND HOT DIPPED, ZINC COATED, WELDED AND SEAMLESS" ASTM A53 TYPE E ORS GRADE B (35 KSI YIELD POINT MATERIAL) OR THE "STANDARD SPECIFICATIONS FOR HOT FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING" ASTM A 501 (36 KS! YIELD POINT MATERIAL). PIPE SHALL BE GALVANIZED INSIDE AND OUTSIDE. 3. NO HOLES SHALL BE MADE IN ANY STEEL MEMBERS OF SDG&E STEEL TRANSMISSION STRUCTURES UNLESS OTHERWISE AUTHORIZED BY SDG&E. SAID AUTHORIZATION SHALL BE IN WRITING. NO HOLE BURNING SHALL BE ALLOWED. 4. NEW BOLTS CONFORM TO THE REQUIREMENTS FOR THE "SPECIFICATIONS FOR HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS" ASTM A325. ALL HOLES FOR BOLTS SHALL BE 1116 INCH LARGER THAN THE BOLT DIAMETER WITH AN EDGE DISTANCE OF AT LEAST 1 314 TIMES THE BOLT DIAMETER AND A SPACING OF AT LEAST 3 TIMES THE BOLT DIAMETER. ALL BOLTS SHALL BE PROVIDED WITH PAL-NUTS OR LOCK NUTS. 5. NO WELDING OF ANY STEEL MEMBERS OF SDG&E STEEL TRANSMISSION STRUCTURES UNLESS OTHERWISE AUTHORIZED BY SDG&E. SAID AUTHORIZATION SHALL BE IN WRITING. ALL NE'N STEEL SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. GALVANIZING SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR ZINC (HOT-GALVANIZED) COATING ON PRODUCTS FABRICATED FROM ROLLED, PRESSED AND FORGED STEEL SHAPES. PLANES, BARS, AND STRIP ASTM A123. AND THE "SPECIFICATION FOR ZINC-COATING (HOT-DIP) ON ASSEMBLED STEEL PRODUCTS" ASTM A386. 6. BOLTS SHALL BE GALVANIZED ACCORDING TO THE "STANDARD SPECIFICATIONS FOR ZINC-CAOTING (HOT-DIP) ON IRON AND STEEL HARDWARE ASTM A 153. 7. INFORN'<ATION WAS TAKEN FROM EXISTING TOWER STRUCTURAL DRAWINGS. SDG&E HAS NOT MADE FIELD INSPECTION TO VERIFY TOWER MEMBER SIZE AND DIMENSIONS. IF THE EXISTING CONDITIONS ARE NOT AS REPRESENTED AS SHOWN ON DRAWINGS. SDG&E SHOULD BE CONTACTED IMMEDIATELY TO RE-EVALUATE THE STRUCTURAL INTEGRITY OF THE TOWER. 8. DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 9. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECT,ION PROCEDURE ANO SEQUENCE TO ENSURE THE STABILITY AND SAFETY OF THE TOWER AND PIPE RISER AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INITIATING, MAINTAINING AND SUPERVISING OF ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THIS INCLUDES WHATEVER PROVISIONS NEED TO BE TAKEN TO PROTECT THE PROPERTY IN THE VICINITY OF THE TOWER DURING CONSTRUCTION. 11. THE STRUCTURAL ANALYSIS ASSUMES THAT ALL TOWER COMPONENTS ARE IN BRAND-NEW CONDITION. NO ALLOWANCE WAS MADE FOR ANY DAMAGED, MISSING OR RUSTED MEMBERS. IF ANY OF THESE CONDITIONS ARE DISCOVERED THE CONTRACTOR SHALL BRING THEM TO THE ATTENTION OF SDG&E. 12. THE TOWER HAS BEEN ANALYZED ACCORDING TO THE ELECTRIC UTILITY'S REQUIREMENTS. IF THE TOWER MOUNT OWNER OR LOCAL OR STATE AGENCIES REQUIRE A HIGHER DIVISION WIND VELOCITY, AND/OR ICE CONDITIONS, SDG&E SHOULD BE MADE AWARE OF THESE REQUIREMENTS. 13. DURING CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC UTILITY AND CORDON OFF AREAS BELOW AND AROUND THE WORK TO PREVENT INJURY OF PERSONS AND/OR PROPERTY BELOW. DAMAGE RESULTING FROM THE CONSTRUCTION WORK SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 14. DRAWINGS SHOULD SHOW DETAILS OF THE FABRICATED MATERIAL AS \//ELL AS DETAILS OF ATTACHING THIS NEW MATERIAL TO AN EXISTING STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR ATTACHING MATERIAL TO THE EXISTING STRUCTURE AT LOCATIONS SPECIFIED. THE CONTRACTOR SHALL FIELD VERIFY THAT THE SPECIFIED LOCATIONS WILL HAVE PROPER FIT AND CLEARANCE. SDG&E SHOULD BE CONTACTED IF THE EXISTING CONDITIONS ARE DIFFERENT THAN THOSE SPECIFIED BY SDG&E. 15. ALL FIELD CUT SURFACES, FJELD DRILLED HOLE SURFACES, AND DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED WITH "GALVANOX" PAINT OR EQUAL 16. THE MINIMUM EDGE DISTANCE FOR ALL HORIZONTAL BRACING MEMBERS USED TO CONNECT TO PIPE RISER TO THE EXISTING LATTICE STRUCTURE SHALL BE 1.25" FOR 518" DIAMETER BOLTS AND 1.25" FOR 3/4" DIAMETER BOLTS. MINIMUM EDGE DISTANCE BEING DEFINES AS THE MINIMUM DIMENSION PARALLEL TO THE LONG AXIS OF THE BRACING MEMBERS, WHICH EXTENDS FROM THE EDGE OF METAL TO THE CENTERLINE OF THE CONNECTION HOLE. 17. PCS SYSTEM GROUNDING CAN BE TIED TO THE TOWER GROUNDING SYSTEM. PROTECTION FROM FAULT OCCURRENCE IS THE SOLE RESPONSIBILITY OF THE PCS CARRIER. ALL OBJECTS MOUNTED ON ANY SDG&E STRUCTURE SHALL BE GROUNDED OR ELECTRICALLY CONNECTED TO THE STEEL STRUCTURE. SDG&E CONSTRUCTION NOTES BACKFILL NOTES: BACKFILL MATERIAL SHALL MEET THE GOVERNMENTAL (PERMITTING) AGENCIES REQUIREMENTS AND SDG&E STANDARDS. THE SAND USED FOR ONE SACK SLURRY OR TWO SACK, IF REQUIRED BY GOVERNMENTAL AGENCIES, MUST MEET THE CONCRETE SAND SPECIFICATION LISTED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)AND CONTAlN NO GRAVEL SLURRY MUST BE FIRM BEFORE A PAVEMENT CONCRETE CAP IS INSTALLED. SLURRY IS TYPICALLY USED FOR BACKFILLING AROUND SUBSTRUCTURES, UNDER EQUIPMENT PADS, FOR TRENCHES IN EXISTING PAVED AREAS, AND UNDER CONCRETE OR PAVED DRIVEWAYS. IT MAY NOT BE APPROPRIATE TO USE ONE SACK SLURRY UNDER THE FOLLOWING CIRCUMSTANCES: GOVERNMENTAL AGENCIES DO NOT ALLOW ONE SACK OR MAY REQUIRE TWO SACK SLURRY BACKFILL. INACCESSIBILITY OF CONCRETE TRUCKS DELIVERING SLURRY. WHEN SLURRY IS NOT COST EFFECTIVE. NEW RESIDENTIAL SUBOIVISJONS, SINGLE FAMILY RESIDENCE SERVICE TRENCH. SHALLOW WELD HOLES, POT HOLES, ETC. SAN DIEGO GAS & ELECTRIC ENVIRONMENTAL NOTES: 1. ACC"SS REQUIREMENTS A. FOR GATED ACCESS, CARRIER MUST INSTALL ITS MARKED LOCK IN A DAISY-CHAIN WITH EXISTING LOCKS AND MUST NOT OVERLOCK OTHER LOCKS. 2. LANDSCAPING, IRRIGATION AND MAINTENANCE A. ALL LANDSCAPING MUST BE APPROVED BY SDG&E. 8. LANDSCAPING, AS APPROVED SHALL BE RESTRICTED TO NON-NATIVE PLANTS, WITH THE EXCEPTION OF TOYON (OTHER NAMES CHRISTMAS-BERRY, CALIFORNIA HOLLY). C. NO LANDSCAPING MAY BE PLANTED WITHIN TWO (2) FEET OF THE CARRIER'S EQUIPMENT ENCLOSURE. D .. CARRIER IS RESPONSIBLE AT ALL TIMES FOR KEEPING A TWO-FOOT BORDER CLEAR OF WEEDS AND DEBRIS AROUND ITS EQUIPMENT ENCLOSURE. 3, GENERAL ENVIRONMENTAL REQUIREMENTS A. VEHICLES MUST BE KEPT ON ACCESS ROADS. A 15 MILE-PER-HOUR SPEED LIMIT SHALL BE OBSERVED ON DIRT ACCESS ROADS TO ALLOW REPTILE SPECIES TO DISPERSE. VEHICLES MUST BE TURNED AROUND IN ESTABLISHED OR DESIGNATED AREAS ONLY. B. NO WILDLIFE, INCLUDING RATTLESNAKES, MAY BE HARMED, EXCEPT TO PROTECT LIFE AND LIMB. c_ FIREARMS SHALL BE PROHIBITED ON THE RIGHTS-OF-WAY EXCEPT FOR THOSE USED BY SECURITY PERSONNEL. D. FEEDING OF WILDLIFE IS NOT ALLO\NED. E. CARRIER'S AND CONTRACTOR'S PERSONNEL ARE NOT ALLOWED TO BRING PETS ON THE RIGHTS-OF-WAY IN ORDER TO MINIMIZE HARASSMENT OR KILLING OF WILDLIFE AND TO PREVENT THE INTRODUCTION OF DESTRUCTIVE DOMESTIC ANIMAL DISEASES TO NATIVE WILDLIFE POPULATIONS. F. PARKING OR DRIVING UNDERNEATH OAK TREES IS NOT ALLOWED IN ORDER TO PROTECT ROOT STRUCTURES EXCEPT IN ESTABLISHED TRAFFIC AREAS, G. PLANT OR WILDLIFE SPECIES MAY NOT BE COLLECTED FOR PETS OR FOR ANY OTHER REASON. H. LITTERING IS NOT ALLOWED. CARRIER'S PERSONNEL SHALL NOT DEPOSIT OR LEAVE ANY FOOD OR WASTE ON THE RIGHTS-OF WAY OR ADJACENT PROPERTY. I. WILDFIRES SHALL BE PREVENTED OR MINIMIZED BY EXERCISING CARE WHEN DRIVING AND BY NOT PARKING VEHICLES WHERE CATALYTIC CONVERTERS CAN IGNITE DRY VEGETATION. IN TIMES OF HIGH FIRE HAZARD, IT MAY BE NECESSARY FOR TRUCKS TO CARRY WATER AND SHOVELS, OR FIRE EXTINGUISHERS IN THE FIELD. THE USE OF SHIELDS, PROTECTIVE MATS, OR OTHER FIRE PREVENTlON METHODS SHALL BE USED DURING GRINDING AND WELDING TO PREVENT OR MINIMIZE THE POTENTIAL FOR FIRE. CARE SHOULD BE EXHIBITED WHEN SMOKING IN NATURAL HABITATS. J. CARRIER'S AND CONTRACTOR'S FIELD CREWS SHALL REFER ENVIRONMENTAL ISSUES INCLUDING WILDLIFE RELOCATION, DEAD OR SICK WILDLIFE, HAZARDOUS WASTE, OR QUESTIONS ABOUT AVOIDING ENVIRONMENTAL IMPACTS TO THE CARRIER'S ENVIRONMENTAL FIELD MONITOR, BIOLOGIST OR EXPERT IN WILDLIFE HANDLING MAY NEED TO BE BROUGHT IN BY THE CARRIER'S ENVIRONMENTAL FIELD MONITOR FOR ASSISTANCE WITH WILDLIFE RELOCATIONS. K. CARRIER'S AND CONTRACTOR'S FIELD CREWS SHALL COMPLY WITH THE ENVIRONMENTAL FIELD PROTOCOLS (SEE ATTACHMENT D). SDG&E TRANSMISSION ENGINEERING AND TRANSMISSION CONSTRUCTION & MAINTENANCE DEPARTMENT NOTES: 1. SDG&E CIVIUSTRUCTURAL MUST COMPLETE THEIR ANALYSIS OF THE TOWER USING CALCULATION PROVIDED BY SPRINT. THIS WILL ENSURE THE TOWER WlLL SUPPORT THE SPRINT INFRASTRUCTURE. 2. SPRINT WILL MODIFY THE CURRENT DRAWiNGS TO HAVE NOTES PLACE WITHIN THE DRAWINGS MANDATING THE REQUIREMENT FOR SPRINT TO USE A SDG&E APPROVED CERTIFIED JOURNEY ELECTRICIANS FOR ITS RETROFIT WORK. 3. THE NEW ANTENNA INSTALLATIONS WILL NOT REDUCE THE EXISTING CLEARANCE FROM THE CONDUCTORS. 4. SPRINT WILL HAVE THE NEWLY INSTALLED ANTENNAS SURVEYED BY A LICENSED SURVEYOR AS TO THE CLEARANCE BETWEEN THE CONDUCTOR AND THE HIGHEST POINT OF THE RETROFIT FACILITY. ·----··------------------------------------------------------------------···------· --------------- 1 Sprinf ):; . •Communications Telecommunications Engineering 5841 EDISON P!.:ACE, STE. 200 CARLSBAD, CA 92008 PH: (780) 929-0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG T 1 01/03119 100% ZD FOR SUBMITTAL SN 0 09112/18 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY lT 1s·v.tOlATIO~ OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDl=R THE DIRECTION OF A U.CENSED PROFESSIONAL ENGlNEER, TO ALTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEETTffLE SDG&E CONSTRUCTION NOTES SHEET NUMBER T-4 NOTES: 1. 2. THE WIRELSS COMMUNiCATION FACILITY COMPLIES WITH FEDERAL STANDARD FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND EXISTING CONDUTIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. DISCLAIMER: THIS SET OF DRAWINGS WAS PREPARED UTILIZING INFORMATION OBTAINED FROM PUBLIC DOCUMENTS MADE AVAILABLE ON JURISDICTION WEBSITE. COASTAL COMMUNICATIONS CANNOT GUARANTEE THE ACCURACY OF THE DATA AND INFORMATION DEPICTED AND HEREBY EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE TRUTH, VALIDITY, INVALIDITY, ACCURACY, INACCURACY OF ANY SAID DATA AND INFORMATION. THE PARCEL LINES ON MAPS ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED AS A SURVEY PRODUCT. USER ACCEPTS RESPONSIBILITY FOR THE UNAUTHORIZED USE OR TRANSMISSION FO ANY SUCH DATA OR INFORMATION IN ITS ACTUAL OR ALTERED FORM. SITE PLAN GENERAL NOTES 1. SITE CONTRACTOR TO CALL DIG ALERT (1-800--227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. \ 2. ALL FACIL TIES TO BE INSTALLED ARE UNMANNED. NO EXISTING PARKING SPACES Will BE 'IMPACTED BY THE EXISTING USE. 3. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS. THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY 4. PRIOR TO ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN (WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE CITYS STORM WATER STANDARDS. IMPORTANT NOTE: INSTALLER VERIFY LATEST PLUMBING/WIRING DIAGRAMS, PRIOR TO INSTALLATION STORM WATER QUALITY NOTES CONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S 1. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVEN THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCK PILES OF UN COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTEDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVISCES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5, ALL SLOPES THAT ARE CREATED DR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVJRONMENT. SITE PLAN SPRINT EQUIPMENT AREA; FOR ENLARGED EQUIPMENT PLANSEE: (-'I \c) EXIST,NG SPRINT TELCO UNDERGROUND CONDUIT --, \ I RUN{+/-300') \ EXlSTiNG TELCO PEDESTAL: EXlS!TNG SPRJNTTfLCO P.O.C. \ \ \ \ \ \ \ \ \ \ I I I I \ '\ I) _/ ___ J __ X ~ -----'--PROPERTY LINE 1214.14' -- I I I I UNDERGROUND CABLE ~::::;=6 ~-----::/\\ MARKERS. TIP. I 0,-. / !;// f 0/2 I ""/I . EXIST!MG SPRINT HYBRID _J I I 0 !cf @ fJ I-" Id 0 , ~ '-" CABLE ROUTE (+i-3',4') ~-. .. ½, @ EXISTING SDG&E 125'-4" HIGH . '/i: STEEL POLE #Z-718327; SPRINT ANTENNA LOCATION ----- 0 / \ 1/ / ~ EX!~T!NG SPRINT 50KVA-208V-460V ·\ ~ 10, ... 3W STEP-u;_, ~RANS1::ORJ\/2ER ' \, EX'.STlNG SPRINT ,.,-:,___ METER PEDESTAL c -/f-,/p ~ EX1ST.NG SPRINT UNDERGROGND, ~ ~ POVVERCONDUIT (±25', 0/1-; ~ Yi: ~ '-EXiS-INGSDG&E: 3312 HANDDCLE, /2 -~ t:XlSTtNG S-:,RiNT 0 0V1ER P,O C ~1' ~'-EXlSllNG i\1ETER PE:JES'Al ON CONCRETE PAD-12 FT FROM HANDHOLE \ y- \ \ \ \ \ \ \ \ \ \ \ \ • fi @) fJ "' ,U i}/ • ,"I: fiJ' '-'- • (E) "B" SECTOR@ 90' (N) "B' SECTOR@ 90" ·; i / EXISTING OVERrlEAO ,;--SDG&E POWER LINE ,/ / 7 UJI z :::; I >-F-l-N 0:: C") l.l..l lD (1. co ~ (1. I I I 24"X36" SCALE: 1" = 60'-0" rr,__ __ ~sa,___---"f~·------'~"· 11"X17" SCALE: 1" = 120'--0" , 1 Sprinf "'"'·"~-"-"""'"'W,'=,,"1Jftf ""'~"'"-'--"--"-=mli.-~ · Communications Telecommunications Engineering 5841 EDISON PLACE, S1£ 200 CARLSBAD, CA 92008 PH: (760) 929-0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG I 1 01/03/19 100% ZD FOR SUBMITTAL SN 0 09/12118 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY IT IS VIOLATION OF LAW FOR ANY PERSON,_UNLES$'THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGlNEER, TO f>..LTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TITLE SITE PLAN SHEET NUMBER A-1 GROUND NOTES EXISTING SDG&E DISCON'JECT SWiTCH: --- @ PROPOSED SDG&E DISCONNECT SWITCH SAFETY CAGE I EXISTING SPR:NT TELCO _J UNDERGROUND CO:\DLIT RUN (± 300'} NOTES: 1. THE WlRELSS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARD FOR RADIO FREQUENCY IN ACCCRDANCE WITH THE TELECOMMUNICATION .ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. 2. THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND EXISTING CONDUTIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. DISCLAIMER: THIS SET OF DRAWINGS WAS PREPARED UTILIZING INFORMATION OBTAINED FROM PUBLIC DOCUMENTS MADE AVAILABLE ON JURISDICTION WEBSITE. COASTAL COMMUNICATIONS CANNOT GUARANTEE THE ACCURACY OF THE DATA AND INFORMATION DEPICTED AND HEREBY EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE TRUTH, VALIDITY, INVALIDITY, ACCURACY, INACCURACY OF ANY SAID DATA AND INFORMATION. THE PARCEL LINES ON MAPS ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED AS A SURVEY PRODUCT. USER ACCEPTS RESPONSIBILITY FOR THE UNAUTHORIZED USE OR TRANSMISSION FO ANY SUCH DATA OR INFORMATION IN ITS ACTUAL OR ALTERED FORM. ENLARGED SITE PLAN -' . - I \ \ ' '--EXlSTiNG TE.t~1...:1S COURT I EX!ST!NG SDG&E I ACCESS DlRT ROAD I _, EXlSTiNG SPRINT HYBRiiJ _ __/ CABLE ROUTE 340'! '~/;0 . ''.-1' EX1STING OVERHEAD SDG&E POWER LINE EXISTING BUILDING~ -·. ~---.··· .. _•· .. · h~•--· I I I t I . r . . Ir-~_;_ -... ·. I L ' ' ·. I ' -----~-'' . ' ' . I --• . ----.:____:_~ ' ' ! --I ~ r------: --....:.1 / // I I . ·. . .. . . . r . . ·._ ·. . . ·-1 I E"l~T1"NG ~o~~E·· <rye X' 'H.<'~.:, ~ A,.,,, ,_. .._._.. !,._::;;i....,. dtd"vy/2 ·c__.· ·--._·-•·I --~' '; -. ---J a (E) "B' SECTOR@ 90" ~ ,..___-iv (N) "B" SECTOR@90" ~ ---------v EXlSTl:\J.G SPRINT UNDER-GROUi'JD POVV2R CONDUJT {±520') STEEL. POLE #Z-718327 ,, I: . ~~~::.:;--;;;;;;;;--...::.1~==:=====--SPRINT ANTENNA LOCATION, -......., FOR ENLARGED ANTENNA PLAN SEE: n --0/A, '0§) ~· 24"X36" SCALE: 1/8" = 1'-0" " 11"X17" SCALE: 1/16" = 1'-0" :._ _____ ·····-·-.. -· : 18 ! 1 Sprinf ""'-"'=JS""'=x:m.:Jlr "i-""*"'-"="'~"'""'"'"~-' Communications Telecommunications Engineering 5841 EDISON PLACE. STE. 200 CARLSBAD, CA 92008 PH: (760) 929~0910 FX: (7/iO) 929'-09J6 DRAWN BY: VY C.H.ECKED BY: RG 1 01103119 100% ZD FOR SUBMITTAL SN 0 09/12118 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY IT IS VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SD34XC861 1926SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-1.1 -----------·· ···-~ ·----~ ~ ~ w :Q Ul .J w "' :, gJ .J 0 z b w b t-N z w :;; a. ! 5 @ 1-z i'2 a. rt) Cl z ffi ~ C"-.__ 1 , i "' 'jp•'•~ ·12-Q"' , -~, _ / EXISTING SPRINT EQUIP1:1ENT ENCLOSURE I LEASE AREA- EX!STiNG COX ALPHA CABINET j / V \.,_, EXISTlrJG SPRll<T 4""H, CONC1:;:ETE EQUi?NlE:-lT PAD ,,...._ EXISTING SPRINT TELCO CABINET •./ j I / / / I / / / ''y( .; l I 3'-8" I --.)( / ✓ •• , . ' "'" "'~ . / I . 1 ~ E>:JSTH'~G .SPRl\JT TELCO ; UNDERGROUND CONDU1T "----_, ___ _,,, RU:J {::300') / ..:, -__ < z, -- /2 < <" ~"<.-' /" ~z ' .... ' "' \ ' ,"",·· . . '· / ' ,, '' / ,,•4'-5" 3'-9" <1 \, '\\ EXISTING EQUIPMENT PLAN >< -' '•, NOTES: 1. ALL EXISTING EQUIPMENT & ANTENNAS THAT ARE BEING REPLACED/REMOVED ARE TO BE REMOVED FROM THE SITE AFTER COMPLETION OF ALL WORK. 2. ALL EXISTING COAX CABLE THAT IS NOT BEING UTILIZED BY THE NEW EQUIPMENT/ANTENNAS IS TO BE REMOVED FROM THE SITE AFTER COMPLETION OF ALL WORK. EXISTING SPR!NT BTS CA3lNET EXiST!NG CABLE STUB-UPS, TU?, Of 6 ~::~ EXISTlolG S?RINT 12'-0"x21Y-O' _,.. " "-.... · EQU!?MEITT LEASE AREA =<_ ! ', "-.....j --~-,----ENCLOSED BY 8"-0" HJGH CMU WALL CO;'....__,:-;o ; ·\... '--: >< & Cr!AIN-UNK FEJ\!CE TOPPER -i", '! -e: I ' '-' i, -....., 1 " ·,' \ '--EXISTlNG TENN!S COURT~ \ \\.. i ,-, i EXIST!i\G SPR!NT HYBRID l >-! I ~; YI ~-CABLE R00T:= •:±340') i ~ I J >,.,, i I 24"X36" SCALE: 112" a 1'"0" 11"X17" SCALE: 114" a 1 '-0" " EXISTING SPRir'~T UNDER GROUND FOWER CCNDU!T {±520') 1' 2' 4' 2 NOTES: 1. NEW SPRINT FIBER LINES FROM EXISTING/NEW EQUIPMENT, TO NEW SPRINT ANTENNAS, ARE TO FOLLOW .EXISTING FIBER/COAX ROUTE (FIELD VERIFY EXISTING ROUTE REROUTE NEW SPRINT FIBER TRENCH 10' MIN FROM TOWER LEG AS REQUIRED AND COMPACT PER SDG&E SPECIFICATIONS) 2. ALL NEW MATERIALS (ANTENNAS, , EQUIPMENT/RRU'S AND ALL HARDWARE) THAT 1- ARE EXPOSED (NOT BEHIND SCREENING) ARE\ TO BE PAINTED (PER MANUFATURERS RECOMMENDATIONS) TO MATCH EXISTING I FINISH. I 3. ALL EXISTING EQUIPMENT IS TO REMAIN, UNLESS NOTED OTHERWISE. j ~,-l . '· ' ' PROPOSED SPRINT GROUND MOUNTED 9712 EQUIPMENT CABINET EX!ST;NG SPRINT 4"h _ CONCRETE EOUlPi\fiENT PAD EXIS1'1NG SDG&E DiSCONNECT S'lh:1TCH: TO REfv1A1N ,: PROPOSED SDG&E DISCONNECT SWITCH SAFETY CAGE / • I / ., _ _, f I I - , .. / I I I I / ~--· -.) l I ~ ....... ; I EXiSTlf,G SKRUBS, TYP. I " .. ,, ; .---, . ,,, , ,, . 12-0" . . , / ',·· EXISTING SPRINT EQUIPMENT ENCLOSURE I LEASE AREA ,' \ ,_ /, . ./ ,,,-, / '\::.; : ;" " 4-4" 3'-8" ./ ! <:J L I'· • / j, '1 4: ' ,, ••••--;:r, ----,-ww,_w_w, l i., '· ,, / j <l _J '"~ <;' / ""'-, I I .I ~'j. I ~ EXlSTJNG S?R!NT TELC~ 1 ~ UNDERGROUND CONDUr;-I RUN (±300'\ PROPOSED EQUIPMENT PLAN ,·"\ ( - EXtSTING. SPRJNT BTS CA3iNET PROPOSED HYBRID CABLES /7\ (1 PER SECTOR, 3 TOTAL) ~ PROPOSED SPRINT JUNCTION BOX PROPOSED SPRINT HYBRID L--+----CABLES, TO BE PLACED IN EXISTING ' --! CONDUITS. (±340') 00 , o::6?. EX'.ST,NG SPRH'--rT HY.3RiD ~~ I ~/--C.I.\BLE ROU','E U,340j '-:_ y OD \ ___ o::_nz~\,--~-,, 24"X36" SCALE: 1/2" a 1'-0" 11"X17" SCALE: 1/4" a 1 '-0" EX!ST!NG SPR1;,JT UNDER GROUND POVVEr! CONDUJT (±520'} q ___ __,1r• -, 4' 1 Sprinf · Communications -Telecommunications Engineeririg 5841 [DISON PLACE, STE. 200 CARLSBAD, CA 92008 PH: (760) 929-0910 FX: (760) 929-0936 DRAWN BY: VY CHECl<.ED BY: RG 1 01/03/19 100% ZD FOR :SUBMITTAL SN 0 09/1_2/18 90% ZD FORSU_BMIITAl VY --REV DATE DESCRIPTION BY fT IS VIOLATION OF LAW FOR ANY PER$0N, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TITLE EQUIPMENT PLAN SHEET NUMBER A-2 OPTIMAL ANTENNA & TRANSMISSION CABLES REQUIREMENTS (VERIFY WITH CURRENT RFDS) ANTENNA TECHNOLOGY EXISTING POSITION EXISTING FINAL MODEL . 1 800/1900Mhz RFS APXVSPP18-C-A20 800/1900MHz (TO BE REPLACE) ., 0: ~ 2 . 2500Mhz . <..> w "' 3 . . . 4 . . . RFS APXVSPP18-C-AZ0 1 800/1900Mhz 800/1900MHz (TO BE REPLACE) . "' 0: g 2 . 2500Mhz . w "' 3 . . 4 -. - RFS APXVSPP18-C-A20 1 800/1900Mhz 800/1900MHz {TO BE REPLACE) <..> 0: 0 2 -2500Mhz -9 "' 3 --- 4 . -. ANTENNA & EQUIPMENT SCHEDULE EXIST'!\iG SPRINT CABLE SHROUD, TO BE REMOVED ~ EXISTING SPRINT CONDUIT STUB-UP. TYP. Of 6 EXISTING SDG&E -------,_ CUMBlNG PEGS EXISTING 125'-0" HIGH SDG&E STEEL POLE #Z-718327 \, \ EXISTING SPRINT 1900MHz PANEL ~ ANTENNA (1 PER SECTOR, 3 TOTAL) ~· TO BE RELOCATED . I ' / : I EXISTING STEEL POLE ARMS & UTILITY LINES ~ / / I I I EXISTING ANTENNA LAYOUT I I / / j / ' I ' . / / / I I ' /\ L j ---1 ANTENNA MAKE AND MODEL RAD CENTER AZIMUTH SIZE 72.0x11.8x7" . . . 72.0xll.8x7" . - - 72.0x11.8x7" - - . FINAL MODEL COMMSCOPE RRZZ-65B-R4 NOKIA MIMO AEHA ANTENNA . . COMMSCOPE RRZ2-65B-R4 NOKIA MIMO AEHA ANTENNA - - COMMSCOPE RRZZ-65B-R4 NOKIA MIMO AEHA ANTENNA - . I EXISTING FINAL EXISTING SIZE 72x19.6x7 .8" 47'-2" 47'-2" 20· 42.5x21.6x4.3" . 47'-2" . . . -. . . . . 72x19.6x7 .8" 47'-2" 47'-2" 90" 42.Sx21.6x4.3" . 47'-2" . ---- ---- 72x19.6x7 .8" 47'-2" 47'-2" 250° 42.Sx21.6x43" . 47'-2" . . . . . . . . - EXISTING SPRINT ANTENNA TRI-SECTOR CHAlN R!NG MOUNT, TO EE REMOVED • (E) "B" SECTOR @ 90° EXISTING SPRINT 1900 MHz RRH PIPE --._ __ MOUNTED BELOW Al'iTENNA, TO SE RELOCATED (1 PER SECTOR 3 TOTAL) 24"X36" SCALE: 1/2" ; 1 '-0" O' /' 11"X17" SCALE: 1/4"; 1'-0" ~- FINAL 20· 20· . . 90" 90" - - 250" 250° . . QTY 1 1 . . 1 1 - - 1 1 . . TRANSMISSION LINE CABLE LENGTH FEEDER TYPE ±340' (E) 1-1/4" HYBRID ±340' (N) 1-1/4" HYBRID . . -- ±340' (E) 1-1/4" HYBRID ±340' (N) 1-1/4" HYBRID -- -- ±340' (E) 1-1/4" HYBRID ±340' (N) 1-1/4" HYBRID . . -- ,, RREMOTE RADIO HEADS EXISTING RRHS MAKE AND MODEL ALU 1900MHz RRH (TO BE RELOCATED) . - - ALU 1900MHz RRH (TO BE RELOCATED) . - - ALU 1900MHz RRH (TO BE RELOCATED) - . - TOTAL ~ ~ ~ ~ RRHS FINAL RRHS COUNT RRHS MAKE AND MODEL COUNT (E) ALU 1900MHz RRH 1 1 (N) ALU 800MHz RRH 2 . . . . . . . . . (E) ALU 1900MHz RRH 1 1 (N) ALU 800MHz RRH 2 . . . --- --- (E) ALU 1900MHz RRH 1 1 {N) ALU 800MHz RRH 2 --- . . . . . . 3 TOTAL 9 PROPOSED SPRINT 2500 MHZ ANTENNA MOUNTED ON PROPOSED ANTENNA PIPE MOUNT; (1) PER SECTOR,(3) TOTAL PROPOSED SPRINT 800 MHZ RRH (STACKED MOUNTED) ON PIPE MOUNT BEHIND ANTENNA; (2) PER SECTOR, (6) TOT AL EXISTING SDG&E CLIMBING PEG ~---------,, EXISTING 125'-0" HIGH SDG&E STEELPOLE#Z-7'8327 ~. EXISTING SDG&E CLIMBING PEG ----------, i 2 PROPOSED ANTENNA LAYOUT ----------· ·~ ---------------------- NOTES TO CONTRACTOR: 1. CONTRACTOR IS TO REFER TO SPRINT'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION. 2. CABLE LENGTHS WERE DETERMINED BASED ON VISUAL INSPECTION DURING SITE-WALK. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING PRE-CONSTRUCTION WALK. 3. CONTRACTOR TO VERIFY PORTS HAVE SUFFICIENT ROOM. NOTE: 1. (E) ANTENNA AZIMUTHS ARE ESTIMATED ANDARE TO BE VERIFIED BY RF. 2. NEW PANEL ANTENNAS AND ALL MOUTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER PROPOSED SPRINT 800/1900 MHZ PANEL ANTENNAS MOUNTED ON PROPOSED ANTENNA PIPE MAST; (1) PER SECTOR, (3) TOTAL RELOCATED SPRINT 1900MHz RRH'S ON@ -----PROPOSED ANTENNA PIPE MOUNT; (1) PER SECTOR, (3) TOTAL D-1 EX!ST!NG SPRiNT CONDUIT STUB-UP, ---TYP. OF6 PROPOSED SPRINT TRI-SECTOR ANTENNA MOUNTING ASSEMBLY W TO REPLACE EXISTING TRI-SECTO~ CHAIN MOUNT (E) "B" SECTOR @ 90° 24"X36" SCALE: 1/2"; 1'-0" ""1111'1·['·:::::ii[l!B•':' :=:::::;;;j''lllil!ii:ilJiTin[,o:[,.};,[,'jjfl•I· ., 11"X17" SCALE: 1/4"; 1'-0" r':' I,): :lml I 3 1 Sprinf Communications Telecommunications Engineering 5841 EDISON PLACE, STE. 200 CARLSBAD, CA 92008 PH: (760) 929-0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG 1 01/03/19 100% ZD FOR SUBMITTAL SN o 09/12/18 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY IT IS VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TITLE ANTENNA LAYOUT SHEET NUMBER A-3 EXISTING SPRINT EQU!PMENT ENCLOSURE EXISTING TENNIS COURT ----~ EXISTING WEST ELEVATIOr-.1 EXISTING SPRINT EQUIPMENT ENCLOSURE 0: ob' EXISTING TENNIS COURT ----~ C, ' ;... PROPOSED WEST ELEVATION \. \ \ _, '------HYBRID EXISTING SDG&E DISCONNECT SVViTCH; TO REMAIN EXISTiNG SPRINT HYBRID CABLE ROUTE (±340') \ \ HYBRID \ @@ @ @ PROPOSED SDG&E @ DISCONNECT SWITCH D~2 SAFETY CAGE EXISTING SDG&E D!SCONNECT / SWiTCH: TO REMAIN ... \ :-iYBRlD HYBRID PROPOSED SPRINT 800MHz RRH (STACKED MOUNTED) ON PIPE MOUNT BEHIND ANTENNA; (2) PER SECTOR, (6) TOTAL PROPOSED SPRINT MONOPOLE TRI-SECTOR MOUNTING ASSEMBLY RELOCATED SPRINT 1900MHz RRH'S ON PROPOSED ANTENNA PIPE MOUNT; -- (1) PER SECTOR, (3) TOTAL / PROPOSED SPRINT HYBRID CABLE ROUTE, TO BE PLACED IN EXISTING CONDUITS. (±340') EXISTING SPRINT HYBRID CABLE ROUTE (±340') \ \ i ' ,-~,;,!t~<t¼P; J/.,-- '------HYBRID HYBRID HYBRID HYBRID HYBRID EXISTING TREE EX!ST!NG BUlLDlNG EXISTING TREE (TYP.) EXISTING BUILD!NG(1YP.) ' -L - TOP OF EXISTING SDG&E POLE #Z-718327 $ 125'-4"AGL LOWEST POINT OF (E) ELECTICAL CABLES 70'-2" AGL TOP OF EXISTING SPRINT ANTENNAS 50'-2" AGL RAD CEN_!ER OF EXIST.!!JG SPRINT A~TENNAS G 47'-2" AGL ; EXISTING SPRINT 1900MHz PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE REMOVED & REPLACED EXISTING SPRINT ANTENNATRI-SECTOR RING MOUNT. TO BE REMOVED EXISTING SPRINT 1900MHz RRH PIPE MOUNTED BELOW ANTENNA. TO BE REMOVED & RELOCATED (1 PER SECTOR, 3 TOTAL) • ________ EXISTING SDG&E STEEL i -POLE #Z-718327 r - f - C - ' ' / / /,/r--~, " ' . ; - ' - C, - ffi ->-- I - ----=--- BASE OF (E) SDG&E POLE cb 0"-0" ; 24"X36" SCALE: 1/16" = 1'-0" 11"X17" SCALE: 1/32" = 1'-0" TOP OF EXISTING SDG&E POLE #Z-718327 125'-4"AGL LOWEST POINT OF (E) ELECTICAL CABLES Q 70'-2" AGL ; TOP OF PROPOSED SPRINT ANTENNAS 50'-2" AGL __ RA_D C::ENTER OF P~OPOSED SP~NT ANTENNAS CD 47'-2" AGL '-f-' PROPOSED SPRINT 2500 MHZ PANEL ANTENNA f2"1 f3'I W ON PIPE MOUNT; (1) PER SECTOR, (3) TOTAL \QY \QY \Q37 PROPOSED SPRINT 800/1900 MHZ PANEL ANTENNAS MOUNTED ON PROPOSED ANTENNA (1\ {3'l (9\ PIPE MAST; (1) PER SECTOR, (3) TOTAL \Q:V \Q:V \Q:V EXISTING SPRINT CABLE SHROUD ---i \ ________ EXISTING SDG&E STEEL POLE #Z-718327 },, : _,;~ BASE OF (E) SDG&E POLE $ 0"-0" 24"X36" SCALE·. 1116" --1'-0" O' S' 16' 11"X17"SCALE:1/32"=1'-0" ~;;;;.-;i, 'lllllll ff:'.l'i''•<;g 2 '2' l 1 Sprint Communications Telecommunications Engineering 5841 EDISON PLACE, STE. 200 CARLSBAD, CA 92008 PH: (760} 929-0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG 1 01/03/19 100% ZD FOR SUBMITTAL SN 0 09/12/18 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY IT IS VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TITLE ELEVATIONS SHEET NUMBER A-4 EXISTING SOUTH ELEVATION EXISTING SPRINT EQUlVii/lENT ENCLOSURE ~~- W PROPOSED SDG&E \ SAFETY CAGE ,, ~ DIS. CONNEC.T SWITCH \\\ EX/Si!NG SDG&,E '\.\. Dis_ CONNE_ CT SVv'ITCH: \\, TC REMAIN \. \t:'5··21':s:·--~,·" PROPOSED SOUTH ELEVATION EXIST!~JG TREE I ~.A HJ \;l c , I~ I • , d1 ., C"[s-·N-S'"RI"-rlv-~'D _J CA3LE ROUTE {±340') EX1STING TR.EC (T'(P.J EX1ST1NG ;-TENNiS COURT I "f,,,, EXiSTiNG SPRINT 1900.tv1Hz PANEL P.,NTENNA (~ PER SECTOR, 3 TOTAL)TO BE REMOVED & RELOCATED ~X1STlNG SPRJNT A;,;TENN/\ TRI-SECTOR iNG fv10ut\1l, TO 8E REMOVED HYBR!L.J ' ' ~ " : ~'-. l '~ ! / TOP OF EXISTING SDG&E POLE #Z-718327 ('" 125'-4"AGL -~) TOP OF EX.I STING SPRINT ANTENNAS 1-i, 50'-2" AGL \_: ,., RAD CENTER OF EXISTING SPRINT ANTENNAS ,f, ---47'-2" AGL '+T -----------· -··, ·::::-::_ ··-· ·~--,.;,. .. · · ... ___ :_.· :2..:_:~-~~.:...~:..::~ .. · .. , ... _.·., ... <, .... 1 ..... ~:r~·--...... --.. -~ ... ·--~-·. ·., · · ·.. _· ... -~: .. ·_.: 24"X36" SCALE: 1116" = 1'-0" 'f't'======±''======±'8~============j 11"X1T' SCALE: 1132" = 1'-0" PROPOSED SPRINT 800MHz RRH (STACKED MOUNTED) ON PIPE MOUNT BEHIND ANTENNA; (2) PER SECTOR, (6) TOTAL \ LOO \ \Q:17\ PROPOSED SPRINT 80011900MHz \ PANEL ANTENNAS MOUNTED ON PROPOSED ANTENNA PIPE MAST; (1) PER SECTOR, (3) TOTAL ------"•--·---- ' ~ \Q:17 TOP OF EXfSlliNQFScll;i&IIll'lG~ffl:;E #Z-718327 ----------------'--~"-'"'--""""""============'--"=c'___,_, ----, 125'-4"AGL LOWEST POINT OF (E) ELECTJCAL CABLES ,. 70'-2" AGL TOP OF PROPOSED SPRINT ANTENNAS 50'-2" AGL. RAD CENTER OF PROPOSED SPRINT ANTENNAS ---47'-2" AGL EX!ST!NG BU!LDH✓G ========cccs-0s-·s·•,_s;s··,s""="·=·"'="=·:co=·"=' ==·•,.s·,=··=====·•=:-=''=':.=·"=·=·=,=''='"=·=5-'d ~ (BEYOND) ------------'✓ 24")(36" SCALE: 1116" = 1'-0" 0~· -----!'----... ___ ;, -----~"' 11"X17" SCALE: 1132" = 1'-0" 2 2 Sprinf Communications Telecommunications Engineering 5841 EDISON PLACE, S1E. 200 CARLSBAD, CA 92008 PH: (760) 929-'0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG 1 01/03119 100% ZD FOR SUBMITTAL SN 0 09112118 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY IT IS VIOLATION OFLAW FOR I-NY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROF'ESSlONAL E>IG1NEER, TO ALTER THIS DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TITLE ELEVATIONS SHEET NUMBER A-5 MANUFACTURE:RFS MODEL:AMP40 DIRECT KIT WEIGHT:1.8 LBS ( ---~-.v -~--- (N) ANTENNA --- ,/ ANTENNA MOUNT DETAIL 24''x36" SCALE: NTS 11"x17" SCALE: NTS I/ .. , ','J,,,,:y,, I ·1;/ ·.1, ( -~:1/. "'C / I MAST MOUNT BRACKET ---~ (ALCATEL-LUCENT #849073713), (2) PER RRH 3" DIA SCHEDULE 80----, ' PIPE MOUNT /7 •~~,, ( ) ~~i / I i . ! 0-'¼ V R,,, [' ~~ ~~L.~A-~~ ~~~~1fflrl ~~~=~ ! I i ~ /'\ . .," I ,/ y SIDE SUPPORT ~"-..__, ! / -BRACKET WITH EARS '·V (ALCATEL-LUCENT #849147053), (2) PER RRH WHEN REQUIRED RRH PIPE MOUNT 24''x36" SCALE: NTS 11"x17" SCALE: NTS ----------- 1 4 9712 LIGHT RADIO CABINET MANUFACTURER: ALCATEL-LUCENT HEIGHT: 13U 26.8" (680MM) WIDTH: 25.6" (65-0MM) DEPTH: 29.5"{750MM) WEIGHT: 50.7 LBS(23KG) 29.5" ;----·-------------------: 0 Eq <D "' n .. lJ 0 SIDE VIEW FRONT VIEW 9712 EQUIPMENT CABINET REMOTE SDG&E DISCONNECT SWITCH SIGNAGE ALU RRH2X50-800MHZ MANUFATURER: DIMENSIONS (WI SOLAR SHIELD), HxWxD: WEIGHT ('WI SOLAR SHIELD): NOTES: 1. PLEASE REFER TO MFG SPECIFICATIONS FOR MOUNTING APPLICATIONS. 2. NEW RRH'S TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MFR AND FINISH WITH OWNER. 800 MHz RRH DETAIL ALU 15.7x12.9x9.8" 53LBS --------- i' ... • ' . 9.8" i1 ; ' ' i' SIDE VIEW 25.6" TOP VIEW 0 □ 0 24"x36" SCALE: NTS 11"x17" SCALE: NTS 24"x36" SCALE: NTS 11'"x17" SCALE: NTS 12.91' ·---··"·-. FRONTVIEW ; ' : i I. C -· ~l Ill Oi © o! PLAN VIEW 24"x36'"SCALE: NTS 11"x17" SCALE: NTS 2 5 8 RRH PER PLAN (N) 112" 0 A307 U-BOLT AND NUTS BRACKET SUPPLIED W/ANTENNA(TYP} (N) ANTENNA AND RRH MOUNTING NOKIA MIMO ADAPTIVE ANTENNA (AEHA) MANUFACTURER: LENGTH: WIDTH: DEPTH: WEIGHT W/BRACKETS: NOKIA 42.5" 21.7'" 4,3" 116.8 LBS ~OTES: 11: IF REQUIRED, PAINT ANTENNAS AND RRH'S TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE SURROUNDING AREAS USING NON-REFLECTIVE PAINT. 2: VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13: All ANTENNA INSTALLATION AND TESTING SHALL . CONFORM TO CURRENT SPRINT STANDARDS. Ml MO 2500MHz ANTENNA COMMSCOPE RRZZ-65B-R4 MANUFACTURER: LENGTH: WIDTH: DEPTH: WEIGHT W/0 BRACKETS: NOTES: COMSCOPE 72.0" 19.6" 7.8" 77ALBS 1: IF REQUIRED, PAINT ANTENNAS AND RRH'S TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE SURROUNDING AREAS USING NON-REFLECTJVE PAINT. 2: VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3: ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. 80011900MHz 8-PORT PANEL ANTENNA ---··----- r·- :_,-._._ (N} MOUNTING BRACKET SUPPLIED W/ANTENNA (TYP.) ,--ANTENNA, 1 PERPLAN 21.T' 24"x36" SCALE: NTS 11"x17" SCALE: NTS PLAN VIEW I u L_ I 1 • I '--·~-·-..., FRONT VIEW SIDE VIEW BOTTOMVISN )_) FRONT VIEW 24"x36" SCALE: NTS 11"x1T' SCALE: NTS SIDE VIEW 24"x36" SCALE: NTS 11"x17" SCALE: NTS 3 6 9 Sprinf Communications Telecommunications Engineering ·•=••~••w .,:.;:'· 5841 EDISON PLACE, 51£ 200 ""lll.llllfP CARLSBAD, CA 92008 PH: (760) 929-0910 FX: (760) 929-0936 DRAWN BY: VY CHECKED BY: RG - 1 01/03119 100% ZD FOR SUBMITTAL SN 0 09112/18 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY IT JS:VlOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTlNG UNDER THE DIRECTION OF A LICENSED PROFESSlONAL ENGINEER, TO ALTER THIS. DOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SHEET TJTLE DETAILS SHEET NUMBER D-1 ------------ HB114-21 U4M24-200F HYBRIFLEX RRH HYBRID FEEDER CABLING SOLUTION - 4 PAIR DC (4 AWG), 1 1/4", 24 PAIR MULTI-MODE FIBER, 200FT STRUCTURE ARMOR TYPE: CABLE JACKET: 25.2 MM (0.99 IN) 28.2MM(1.11 IN) MECHANICAL PROPERTIES WEIGHT: COPPER WRAP UV-PROTECTION INDIVIDUAL & EXTERNAL JACKET 2.87 KGIM (1.93 LB/FT) 125MM (6 IN) MINIMUM BENDING RADIUS, SINGLE BENDING: MINIMUM BENDING RADIUS, REPEATED BENDING RECOMMENDED/MAXIMUM CLAMP SPACING: 254 MM (10 IN) 1.0IL2 M (325/4.0 FT) 1-1/4"0 HYBRIFLEX CABLE 24"x36" SCALE: NTS 11 11x17" SCALE: NTS .:i ~---39"x39"x12" JUNCTION BOX, PER PLAN . --r :___·:___···:___:___ ... :___ .. :___ ... :___ .. _· .. ____ ... ==:--1 5/8"x1 518" S.S. OR GALV UNISTRUT, TYP (P1001 UNIST_RUT OR EQUAL) .. --·····-·----+--- A ~J ·, PLAN VIEW'\ ' EXISTING WALL-~ '--· EXISTING WALL \, EXISTING WALL ----' 11 \\. :;--,\ ',\ SECURE TO WALL -··• ! •\, USING: \ : \ , @WOOD STUDS: 1/4"-\ j '\' x 3-1/2" LAG BOLT \ 1 U \, ,,---UNISTRUT SPRING NUT .// (MIN. OF 4 PLACES) @ so~~i,~%"~ED · \\ f:~\ .. ,,, / THREADED ROD :c::~"js ·-- W/HIL Tl HY 150 ~-__ ·: EPOXY W/MIN. 3-1/4" EMB (ICB0#5193) @ HOLLOW CMU:HIL Tl HH C20 EPOXY : ' --~----..,..)1,-- W/MIN. 6" EMS (lCB034016) \ --~\;-· -- SECTION A-A ; I 1 5/8"x1 5/8" S.S. OR GALV UNISTRUT TYP (P1001 UNISTRUT OR EQUAL I --!'r-I I _ (E) METAL STUD I I / -14- ........... ---------· ---'- --;,, ,0 '•-····-,------------ I I 39"x39"x12" JUNCTION BOX, PER PLAN -, ,., . ' , __ ., -•• ,..:__c,.,., " ~~~-~ ROOFLEVEL i ····•••"~-.. -·-·-·· , .. ._ __ ,,-----•-·-··--·-····-·~---·--·----------·----------" .. ------···---------------------------""ii,__ I JUNCTION BOX DETAIL ELEVATION VIEW 24"x36" SCALE: NTS 11"x17" SCALE: NTS 1 2 EXISTING SOG&E STEEL POLE SECURE TO BAND WITH 3/8"0A307 BOLTS (TYP. OF 2) NEW 2"x12" GROUND BAR SITE PRO MG21218-K SECURE TO BAND WITH 3'8"0 A307 BOLTS (TYP. OF 2) GROUND BAR ATTACH. TO STEEL POLE NOTES: 1. ANTENNA CABLES MUST BE CONTAINED IN CONDUIT. 2. VERTICAL CONDUIT RISERS AND BENDS CONNCETING THE UNDERGROUND CONDUITS TO THE VERTICAL RISER SHALL BE INSTALLED iN ACCORDANCE WITH SDG&E STANDARD 4204, US!NG PVC SCHEDULE 80, OR EQUIVALENT GALVANIZED STEEL, MINIMUM 3 INCHES IN DIAMETER. 3. RISERS MUST BE INSTALLED TO THE HEIGHT OF THE CLIMBING BARRIER. 4. CUSTOM SHROUDS AND USE OF CONCRETE BLOCKS TO SUPPORT THE CONDUIT RISERS AT THE BASE OF THE STEEL POLE FOOTING ARE NOT ALLOWED. 5. FOR ADDITIONAL INFORMATION REFER TO SDG&E "MANUAL OF REQUIREMENTS FOR THIRD-PARTY ANTENNAS ATTACHED TO SDG&E'S ELECTRIC POWER AND TRANSMISSION STRUCTURES". , .. i B1769 I ; & I B1770 ~--./ I \ PURCHASED SEPARATELY MINIMUM ONE BAND REQUIRED AT TOP. SECOND BAND MAY BE USED FOR ADDITIONAL SUPPORT . BANDING, BUCKLES, ~ AND TENSIONING TOOLS ORDERED SEPARATELY ~--SNAP-IN-HANGERS- ORDERED SEPARATELY 24"x36" SCALE: NTS 11"x17" SCALE: NTS /------NEW FIBER SUPPORT-ALL CABLES MUST BE SUPPORTED NEW 4"0 CONDUIT RISER- ALL CABLES MUST BE IN THIS CONDUIT NEW 6"0 SCHEDULE 80 PVC CONDUIT STUB-UP 6" ABOVE GRADE LEVEL / / / , / ---EXISTING SDG&E , r -----( '~;/-/4--.. / ---:1/ ~~~c~b8L~~~R PLAN // I . ) _;,.,..-----NEW SPRINT GROUND BAR (TYP.) """"-"i -~1 [ . ~---NEW #2 AWG FROM (E) SPRING GROUND ~,, • _ --jcf/ BAR TO (E) STEEL POLE GROUND ·-.... I ; __,.-EXISTING CONNECTION --·--,~'\._,.,,,j ~ ,J-+~~~ ::::~=L~TO EXISTING ~" STEEL POLE GROUND WIRE I j C' VISIBLE ABOVE GROUND ~l --s-----~~i : CONNECTION (SEE NOTE) 'le---------, _ 11 1 • , , I (I __,.,---· ~lcJ~;O~~&~OSTEEL lo.) I, !! EXISTING GROUND RING J .• ,. I --------'<"'-,--~---. -__ .!.-,".-.. -+---,-J_.' --,-"'1,-.,-_---.----. ' ' ; ,_',," ,/ '. / >· -,",_ ·: ·:~'.:._f_i't::· -:i :-'._,✓-~-~-·1 (,-,·/ .··,,/, • I<; .-/ .. • '" i1· ·.,. ,, / ' I• ,., : !---.~ EXISTING STEEL POLE FOOTING CONDUIT STUB UP @ STEEL POLE & GROUNDING 24"x36" SCALE: NTS 11"x17" SCALE: NTS 3 4 PARTS LIST FOR SITE PRO MS6 MARK DESCRIPTION 'QTY I ' " ------·-----_,. ·--- I MS6 • FORMED PLATE WITH 7116" & 3/4" HOLES 1 PARTS LIST FOR SITE PRO WG6 MARK DESCRIPTION IQTY , ________ -------------------------~ -----------"' WG6 FORMED PLATE WITH 7116" & 314" HOLES 1 ----· ----j ------- SITE PRO i MS6 OR: WG6 -;\ f1~_8_17_6_9_! & j 81770 I SITE PRO SNAP-IN-HANGERS ORDERED SEPARATELY QTY. AS REQUIRED SITE PRO 114SH3 / ' \ \ PURCHASED SEPARATELY MINIMUM ONE BAND REQUIRED AT TOP. SECOND BAND MAY BE USED FOR ADDITIONAL SUPPORT \ '--BANDING, BUCKLES, AND TENSIONING TOOLS ORDERED SEPARATELY CABLE ATTACHMENT TO STEEL POLE 24"x36" SCALE: NTS 11"x17"SCALE: NTS DISCONNECT SWITCH SIGNAGE (SEE DETAIL BELOW) -~"--.~ P1000 UN!STRUT MOUNT TO ~ EXISTING CMU BLOCK WALL, WITH Jt0 EPOXY ANCHORS, , -~-- 3"± FROM ENDS & 24" O.C., WITH 41'' MIN, EMBED AT (E} CMU -~ ~2[~[~~ BLOCK WALL t ==·;"·= _,..--,sR 1.s: I / ¼ ~~ f J _____ -(;-25R i u1l ii: ---, _,, I liq !, I l t ! , r , l!')) : '\!. ' N[ (4 HOLES) (E) SDG&E CELLULAR ANTENNA i,✓ ' i ! DISCONNECT SWITCH SECUREL y _/./1 .•. '. _ ;;;' 1 FASTENED TO THE OUTSIDE OF THE EXISTING CMU WALL BLOCK -- WALL (N) DISCONNECT BOX MESH . WIRE SECURITY CAGE SUPPLIED _/ WITH DOOR AND LOCK EXISTING GRADE ·---;;~· ... , ____ .. ., ___ ,_,_ '.,., ______ ":..:-- ~:· ATTENTION: SDG&E CELLULAR RF DISCONNECT SWITCH SPRINT COMMUNICATIONS SITE iO; SD34XCB61 j 24 HOUR EMERGENCY COl-.'TACT: t-BSG,40o..GD40 ,); / / / SDG&E DISCONNECT SWITCH MOUNTING VALMONT SITE PRO RMV12-4XX RING MOUNT TRIPLET-ARM FOR 12 ANTENNAS FOR 12"-45" DIAMETER POLES. 'PRELIMINARY PENDING FULL STRUCTURAL ANALYSIS! ANTENNA MOUNTING PIPE RING MOUNT -----·· , .,,. I ... I - l ; 1 j I I I , .. I 00 24"x36" SCALE: NTS 11"x17" SCALE: NTS 3'-0" ISO VIEW PLAN VIEW TRI-SECTOR MOUNT --------------~ 24"x36" SCALE: NTS 11"x17" SCALE: NTS 5 6 7 Sprinf TM Communications Telecommunications Engineering ~=:' 5841 EDISON PLACE, STE, 200 DRAWN BY: CARLSBAD, CA 92008 PH: (760) 929-09.10 FX: (760) 929-0936 VY CHECKED BY: RG 1 01103/19 100% ZD FOR SUBMITTAL SN 0 09112118 90% ZD FOR SUBMITTAL VY REV DATE DESCRIPTION BY rr IS VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY.ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO Al TER THIS OOCUMENT SD34XC861 1926 SWALLOW LANE CARLSBAD, CA. 92009 SDG&E STEEL POLE SH.EETTITLE DETAILS SHEET NUMBER D-2 ,,