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HomeMy WebLinkAboutCD 2018-0019; VERIZON WIRELESS CALAVERA HILLS; Consistency Determination~ ., ~ :,: ., a ~ :5 z w 0:: 0 a w CJ ::, ~ 0:: f2 a ~ ti z !!l 0 ~ w .J ~ ., io ., )( ~ !!l j .. !!l i= .. 0 w ~ ., .J i! 8 ii: 0 w :,: ... ~ z CALIFORNIA STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: -2016 CALIFORNIA BUILDING CODE -2016 CALIFORNIA TITLE 24 -2016 CALIFORNIA FIRE CODE -2016 CALIFORNIA RESIDENTIAL CODE -2016 CALIFORNIA ENERGY CODE -2016 CALIFORNIA PLUMBING CODE -2016 CALIFORNIA MECHANICAL CODE -2016 CALIFORNIA ELECTRIC CODE -ANSI/TIA-222-G OR LA TEST EDITION -LOCAL CODES AND AMENDMENTS FCC NOTE: THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS 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. CODE COMPLIANCE APPLICANT: PROPERTY CONTACT: t•tzonl CURTIS JACKSON 15505 SAND CANYON AVE. REAL ESTATE MANAGER BUILDING 'D' 1st FLOOR (760) 434-2836 IRVINE, CA 92618 PHONE: (949) 286-7000 LEGAL DESCRIPTION PROPERTY OWNER: THAT PORTION OF LOT "J" OF RANCH AGUA CITY OF CARLSBAD HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO 1635 FARADAY AVE MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE CARLSBAD, CA 92008 COUNTY RECORDER OF SAN DIEGO COUNTY. SITE ADDRESS: 2997 GLASGOW DR CARLSBAD, CA 92008 SITE PARCEL NUMBER: 167-101-35 JURISDICTION: CITY OF CARLSBAD ZONING: P-C PLANNED COMMUNITY LATITUDE AND LONGITUDE: N 33°10'2.21", W 117°17'58.7" VERIZON RFDS TAB: 06/27/2017 PROJECT DESCRIPTION: • REMOVE (12) (E) PANEL ANTENNAS (4 PER SECTOR) • INSTALL (6) NEW PANEL ANTENNAS (2 PER SECTOR) • INSTALL (6) NEW RRUS @ ANTENNA AREA (2 PER SECTOR) • INSTALL (6) NEW RRUS IN EQUIPMENT SHELTER • INSTALL (6) NEW DIPLEXERS @ ANTENNA AREA (2 PER SECTOR) • INSTALL (3) NEW HYBRID CABLE(S) USING (E) COAX ROUTE • INSTALL (3) NEWRAYCAPS@ EQUIPMENT AREA • INSTALL (3) NEW RAYCAPS @ANTENNA AREA (1 PER SECTOR) • REMOVE (1) (E) 46"0 RADOME • INSTALL (1) NEW59"0VENTILATED RADOME TOTAL ANTENNAS: 6 TOTAL RRUS: 12 TOTAL RAYCAPS: 6 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, HANDICAP ACCESS REQUIREMENT(S) DO NOT APPLY SITE INFORMATION SITE ACQUISITION: PLANCOM, INC. 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 CONTACT: BRENT HELMING OFFICE: (760) 533-6065 EMAIL: brent.helming@p!ancominc.com ARCHITECTURE: TECHNOLOGY ASSOCIATES EC, INC 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 CONTACT: STEVEN VANDENBERG OFFICE: (858) 300-2346 X1542 EMAIL: steven.vandenberg@taec.net CONTACT INFORMATION • CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 PCS/ AWS-3 / 850 LTE ADD (;' ~:;;,• Jf .,,. - SITE ' 2 Glasgow Dr, Cars ad, CA 92010 0 u NQT'tOSCALE -~ VICINITY MAP LOCAL MAP STARTING FROM 15505 SAND CANYON AVENUE, BUILDING 'D' IRVINE, CA 92618: 1. DEPART SAND CANYON AVE TOWARD BARRANCA PKWY 2. TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD SAN DIEGO 3. KEEP STRAIGHT 1-5 SOUTH 4. AT EXIT 51 B, TAKE RAMP RIGHT FOR CA-78 TOWARD ESCONDIDONISTA WAY 5. AT EXIT 3, TAKE RAMP RIGHT FOR COLLEGE BLVD TOWARD HOSPITAL/MIRACOSTA COLLEGE 6. TURN RIGHT ONTO COLLEGE BLVD 7. TURN RIGHT ONTO CARLSBAD VILLAGE DR 8. TURN LEFT ONTO GLASGOW DR 9. ARRIVE AT 2997 GLASGOW DR DRIVING DIRECTIONS CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. Me,u,p \"'5-Ofc ~yt CD NO. 2.0li-OOl9 DATE: /2.-12-/'it DON NEU, CITY PLANNER RECOMMENDED BY: C'J1Hs 8£.xf,n DATE: 11..-4-1 i APPROVAL SIGNATURE DATE VERIZON WIRELESS REPRESENTATIVE VERIZON WIRELESS RF ENGINEER SITE ACQUISITION VERIZON WIRELESS CONSTRUCTION MANAGER SITE OWNER APPROVALS THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR 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 AND NO COMMERCIAL SIGNAGE IS NEW. GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS, 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 SHEET T-1 T-2 A-1 A-2 A-3 A-3.1 A-4 A-5 A-6 A-7 A-8 G-1 G-2 DO NOT SCALE DRAWINGS DESCRIPTION TITLE SHEET GENERAL NOTES SITE PLAN ENLARGED SITE PLAN ANTENNA PLANS EQUIPMENT PLAN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS DETAILS GROUNDING PLANS GROUNDING DETAILS SHEET INDEX Know what's below. CALL before you dig. DIG ALERT CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG -------------- verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANCOM! 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 C 11/15/2018 90% ex (JX COMMENTS} SV B 08/24/2018 90% ex (SAQ COMMENTS} SV A 06/05/2018 90% CONSTRUCTION VP REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO Al TER THIS DOCUMENT. CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE TITLE SHEET ., w ~ ., ti w :,: U) a w Cl ~ :a: w " 0 a w 0 ::, a w " " 0 ... a :i ~ ti :a: !/l 0 i w ..J ~ ... ., X ~ !!! :a: j II. U) ~ ... 0 w N iii ..J <( :a: ij ~ w :,: ,_ GENERAL NOlES 1. THIS FACILITY IS EXEMPT FROM HANDICAP FlEQUIREMENTS PER 2016 CBC SECTION 11058-3-4 EXCEPTION #1. THIS FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTl'lG CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS SHALL BE REPOF!TED TO THE ENGINEER PRIOR TO SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK 3. THE CONTRACTOR SHALL NOTIFY ENGINEEF! OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITIJATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES. WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECTTliEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK CONTACT USA DIG ALERT@ 800-227-2600 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT All TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING All AS-BUil T CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUil T/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER OR GOVERNING AGENCY. 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST C.B.C. AND ALL OTHER GOVERNING CODES. INCLUDING THE CALIFORNIA ADMINISTRATIVE CODES TITLE 8, 19, AND 24. THE MOST RESTRICTIVE CODE SHALL GOVERN. 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, TECHNIQUES. PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE ALED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE ANAi,, PAYMENT OF SAID DOCUMENT. 14. ALL DIMENSIONS TAKE PRECEDENCE OVER s}CALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING. FRAMING. HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL WITH U.L APPROVED MATERIALS TO AU/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT. OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA (2016 CFC SECTION 906-1-1 & 7 AND SECTION 906.3.1) 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR APPROVING THE RESULTS. 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIACALL Y SHOWN OTHERWISE. 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFACIALS ARE TO BE NOTIAED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY THE GOVERNING AGENCY. 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIACATIONS. 24. SITE CONTRACTOR TO CALL DIG ALERT (HI00-227-2600) TO LOCATE_ANY AND ALL UNDERGROUND µTILITIES PRIOR TO ANY EXCAVATION. 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES Will BE USED OR REMOVED BY THIS PROJECT . 26. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODE INTO THE CONSTRUCTIClN PLANS OR SPECIACATIONS . 27. PRJOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS. THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. 28. THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OLITSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. 29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. 30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. STORM WAlER QUALITY NOlES CONSTRUCTION BMPS: THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT; CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD . NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 1. SUFFICIENT BMPS 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 EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. All STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDER 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 DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES . 5. ALL SLOPES THAT ARE CREATED OR 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 ENVIRONMENT. GENERAL FIRE NOTES: 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2016 CFC SECTION 1401 AND ALL GOVERNING CODES. 2. ADDRESS SHALL BE PROVIDED FOR All PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.(2016 CFC SECTION 505.1) 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2016 CFC SECTION 807-1.2) 4. PORTABLE RRE EXTINGUISHERS: AT LEAST ONE RRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A--10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2016 CFC SECTION 906.1.1 & 7 AND SECTION 906.3.1) ABBREVIATION DEFINITION AB. ANCHOR BOLT ABV. ABOVE ACCA ANTENNA CABLE COVER ASSEMBLY AIDD'L AIDDITIONAL AF.F. ABOVE FINISHED FLOOR AF.G. ABOVE FINISHED GRADE ALUM. AWMINUM ALT. ALTIERNATE ANT. ANTENNA APPRX. APPROXIMATE(LY) ARCH. ARCHITECT(URAL) AWG. AMERICAN WIRE GAUGE BLDG. BUILDING BLK BLOCK BLKG. BLOCKING BM. BEAM B.N. BOUNDARY NAILING BTCW. BARE TINNED COPPER WIRE B.O.F. BOTTOM OF FOOTING Bill BACK-UP CABINET CAB. CABINET CANT. CANTILEVER(ED) C.I.P. CAST IN PLACE CLG. CEILING CLR. CL.EAR COL COLUMN CONG. CONCIRETE CONN. CONNECTION(OR) CONST. CONSTRUCTION CONT. CONTINUOUS d PENNY (NAILS) DBL DOUBLE DEPT. DEPARTMENT DF. DOUGLAS FIR DIA DIAMETER DIAG. DIAGONAL DIM. DIMENSION DWG. DRAWING(S) DWL DOWEL($) EA EACH EL ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR EMT. ELECTRICAL METALLIC TUBING E.N. EDGE NAIL ENG. ENGINEER EQ. EQUAL EXP. EXPANSION (E) EXISTING EXT. EXTERIOR ABBREVIATIONS Q PROPOSED ANTENNA Q EXISTING ANTENNA GROUND ROD T"""T" GROUND BUS BAR • MECHANICAL GRND. CONN . • CADWELD ~ GROUND ACCESS WEU. III ELECTRIC BOX III TELEPHONE BOX v LIGHT POLE 0 FNO. MONUMENT -$-SPOT ELEVATION bi.. SET POINT & REVISION ABBREVIATION DEFINITION ABBREVIATION DEFINITION FAB. FABRICATION(OR) P.S.I. POUNDS PER SQUARE INCH F.F. FINISH FLOOR P.T. PRESSURE TI'!EATED F.G. FINISH GRADE PWR. POWER (CABINET) FIN. FINISH(ED) QTY. QUANTITY FLR. FLOOR RAD.(R) RADIUS FON. FOUNDATION REF. REFERENCE F.O.C. FACE OF CONCRETE REINF. REINFORCEMENT(ING) F.O.M. FACE OF MASONRY REQ'D. REQUIRED F.O.S. FACE OF STUD RGS. RIGID GALVANIZED STEEL F.O.W. FACE OF WALL RRU. RADIO REMOTE UNIT F.S. FINISH SURFACE SCH. SCHEDULE FT.(') FOOT(FEET) SHT. SHEET FTG. FOOTING SIM. SIMILAR G. GROWTH (CABINET) SPEC. SPECIFICA TION(S) GA GAUGE SQ. SQUARE GI. GALVANIZE(D) S.S. STAINLESS STEa G.F.t GROUND FAULT CIRCUIT INTERRUPTER STD. STANDARD GLB.(GLU-1.AM) GLUE LAMINATED BEAM STL STEEL GPS GLOBAL POSITIONING SYSTEM STRUC. STRUClURAL GRND. GROUND TEMP. TEMPORARY HOR. HEADER THK THICK(NESS) HGR. HANGER TMA TOWER MOUNTED AMPLIFIER HT. HEIGHT T.N. TOENAIL ICGB. ISOLATED COPPER GROUND BUS T.OA TOP OF ANTENNA IN.(j INCH(ES) T.O.C. TOP OF CURB INT. INTERIOR T.OF. TOP OF FOUNDATION LB.(#) POUND(S) T.O.P. TOP OF PLATE (PARAPET) LB. LAG BOLTS T.O.S. TOP OF STEEL LF. LINEAR FEET (FOOT) T.O.W. TOP OF WALL L. LONG(ITUDINAL) TYP. TYPICAL MAS. MASONRY U.G. UNDER GROUND MAX MAXIMUM U.L UNDERWRITERS LABORATORY M.B. MACHINE BOLT U.N.O. UNLESS NOTED OTHERWISE MECI•. MECHANICAL V.I.F. VERIFY IN FIELD MFR. MANUFACTURER w WIDE(WIDTH) MIN. MINIMUM WI WITH MISC MISCELLANEOUS WD. WOOD MTL. METAL W.P. WEATHERPROOF (N) NEW WT. WEIGHT N0.(1!) NUMBER ~ CENTERLINE N.T.S. NOTTO SCALE ie. PLATE O.C. ON CENTER OPNG. OPENING (P) PROPOSED P/C PRECAST CONCRETE PCS PERSONAL COMMUNICATION SERVICES PLY. PLYWOOD PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET P.S.F. POUNDS PER SQUARE FOOT 1 GRID REFERENCE CENTERLINE DETAIL REFERENCE ---PROPERTY /LEASE LINE 0 MATCH LINE ELEVATION REFERENCE ~ WORK POINT I SECTION REFERENCE GROUND CONDUCTOR T TELEPHONE CONDUIT GROUT OR PLASTER E ELECTRICAL CONDUIT (E)BRICK (POWER) A COAXIAL CABLE //////7///////////JO (E)MASONRY F FIBER f: .;; ... ; ~: ., . ; ·:; . ; J CONCRETE PIF POWER AND FIBER TIE OVERHEAD SERVICE ~ EARTH CONDUCTORS X CHAIN LINK FENCING --0--0---0---WOOD FENCE --------OVERHEAD POWER LINE tvmaazazzaad PLYVVOOD UGP BURIED POWER LINE [Jiff OVERHEAD TELEPHONE LINE I>< I WOOD CONT. UGT BURIED TELEPHONE LINE , :--------;: I WOOD BLOCKING --\,I -\,I --BURIED WA TIER LINE ss BURIED SANITARY SEWER tllHHNHHUHHHUJ STEEL SD BURIED STORM DRAIN Wt------------------------------------------------------------------------,----+-----------------------------------------------------------------------------,,-----4 b :a: GENERAL NOTES 3 LEGEND 2 verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANCOHI 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 B A REV (858) 300-2346 0812-4/2018 90% CX (SAQ COMMENTS) 06/05/2018 90% CONSTRUCTION DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER l'HE DIRECTION OF A LICENSED PROFESSJONAL ENGINEER, TO ALTER lHIS DOCUMENT_ VP BY CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE GENERAL NOTES rs N iii ti w :r U) 0 i ., ill "' 0 @ u ::, 0 w "' "' 0 IL 0 ~ g !!! 0 ~ w ~ U) .. "' >< ~ ., z :I IL "' :i: ... IL 0 ::: iii ~ z ij ~ w ~ w S z SITE PLAN ~ \1-G~ 0~· -----~ v,f>O ""-" \ \ (E) VERIZON EQU1PM AREA, FOR ENLARG ENT & ANTENNA W ED SITE PLAN SEE: 'CEI} -----:-=-C___,,~~~;:::;;;:.-<''"'.;,1~1!: .. --.'~,,}) I".(] ...,....,,.~ r~~~'<i'I ;1v',r-:., -----:t .. :::,.,,.. -~ _-: .,J,'f' ~-r '/. -~ C J ~• \\. .sv ,,--•, . • -\,efi#, ,,.~~ i-i-.,../ ~ ;;s,· r· ., · " ,{'I \Jil<i;. ,a, --\;_,Ji ', _./' _:~ __ ,scJG~ ~rv'/._J ~ ,_~ A~ ,/''/. ~ ,/''/-~'/. (,_,.,• .,,. \ \ \ \ \ \ \ .,,. \ \ \ \ \ \ \ .,,. \ .,,. \ .,,. \ .,,. \ 'i \ \ \\ 't \ <&: \ \ \ \ \ \ \ I \ I I \ I I \ I I I \ .,,. \ -,<. \ -,<. \ ,,_ \ >'- \ "' \ X \ X \ X \ X I X 1 X I - -(E} FIEUl - (TYP.} \ \ \ -(E) BUILDING - (TYP.) \ \ \ \ ' •, \ \ ' ' \ ',-.:' \\ ' \ I \' ,, ' /~ ! i--~ \ i /'-....../i \ ' ' I I ' i i '; ,-,.____ ------{~_ii!,.::--_ I ,i~-11 .' / ', i i / I : : / ' , •~ , , . ' ,d_/C"'J , I \ r ·,! ,' ,I "-~ • ,:----1 I ,j I ' '-. ., ' -(E) COURTS _ / ~/--_j i~ ,I ,~ I I ; ,._/i \ I , / .' ', :Ii ~ 'i ~/ -(E) PARKING LOT _ l I 50' ~;;~~i;;;D;IS~C~LA~IM~E~R~====~-rr---_-_-_:::::::====== THESE DRAWIN A CURRENT GS WERE PROD AND SETBA LAND SURVEY ALL UCED WITHOUT TH ~=~~~~?~~i~~~i~i~~~ verizon✓ 0 25' -- LINES EAS ARANTEE TH ' EMENTS, ROADS E ACCURACY AND SETBACKS. 50' SCALE· 1-(0R) . = 50•-0· (24x36) 1/2" = 50'.(IA (1 1x17) 1 15505 SAND BUILDING .g,~NYON AVE. IRVINE CAst FLOOR · 92618 PLAHcowi - 302 STATE PLA ESCONDIDgE, 2ND FLOOR • CA92029 Technology Associates SAN DIEGO 2851 CAMINO DE~RKET OFFICE SAN DIEGOl~!~~TH, STE 200 B A REV (858) 300-2346 108 I 08124l2018 90%CX(SAQ 06'05l2018 COMMENTS) 90% CONSTRUCTION DATE I DESCRIPTION IT IS A VIOLA UNLESS THEY JlON OF LAW FOR OFAUCENS~~~~~NDER ~:::• TO ALIER THIS IONAL ENGINEE:°N DOCUMENT VP BY CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE SITE PLAN ' - - "' 1:9 iii 1-w w :,: "' Q w i :'i iii ~ Q w 0 :::, Q w a: a: ~ Q ~ ti z !!! 0 ~ w ~ u ., io ., >< ;, .. !!! z :'i 11. rn :i: ... IL 0 w N iii .., <( z ( . ' ' ' r '. ' I I _J -(E)VAULT- (TYP.) (E) CHAIN LINK FENCE WI BARBED WIRE (TYP) {E) VERIZON EQUIPIIENT AREA., SEE ANTENNA PIAN:~ ~ ~--(E) VERIZON ANTENNA AREA., SEE ANTENNA PLAN:~ ~ -(E)AELD- (TYP.) C, ii: 0 w :,: .... ~r-;E~N~L~A:--;R;:::;G:-;E;:-D~S:::-;:IT:;E;::-;P::::-LA-:-:N::------------------------------------------------------------,-0-1-_5-• 3-. -5'--SC_ALE_: 31-,5---=1---o--1-24_x36_) __ 1_J (OR) 3132• = 1'-0" (11x17) verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANcoMi 302 STATE Pl.ACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 B 08/2<ll2018 90% CX (SAQ COMMENlS) "" A 06/05/2018 90% CONSTRUCTION VP REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTffi THIS DOCUMENT. CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 ., w N ;; Iii w ,: ., a w Cl a: :5 z w ~ a w 0 ::, a w a: a: 0 IL a ::; ~ 15 z !!! Q ~ w ... < 0 ., io ., X i1; !!! ~ II. ., ~ IL 0 w ~ ., ~ 5 ~ 0 w ,: .. (EJ 7'ir-2" LIGHT STANDARD (E) VERIZON 46"0 RADOME TO BE REMOVED AND REPLACED (E) CHAINLINK FENCE (TYP.) Y..______ X "<·. ···. '·-\" .. G4 ANTENNA PLAN (EXISTING) (EJ TREE (TYP.) (E) CABLE SHROUD .. ' ' ,, .. " -.. ' -~- (E) VERIZON ANTENNA. TO BE REMOVED (4 PER SECTOR, 3 SECTORS, 12 TOTAL) --,-'' -~-. . "-r ~,\./.·•. \ .rr,)•• .• • •., -~ .. _ .. . • . . . • • ,f'v .------··•(' --~~-·,·.·;; --. 6,,--,v·· ',--.-._" ----·:: .••., I a;-..._1-....._, •.•-- • • • • '--✓< . . . • • '. ' -...___;--z..,, • : • \<--·:· . '\: ~--·· -~: ' ' G2 ANTENNA PLAN (EXISTING) @56'-0 .. ANTENNA PLAN (EXISTING) @61'-6" NEW VERIZON RRUS,. MOUNTED@ POLE uYD (2 PER SECTOR, 3 SECTORS, 6 TOTAL) ~ NEW VERIZON DIPLEXER, MOUNTED @POLE CD (2 PER SECTOR, 3 SECTORS, 6 TOTAL) '\EI] (EJ TREE (TYP .) (E) CABLE SHROUD NEWVERIZON,RAYCAP, MOUNTED@POLE ~ (1 PER SECTOR, 3 SECTORS, 3 TOTAL) ~ --,\'• /~\~':-• , F ,, • ·-...j..., • -• (EJ 79'-Z' LIGHT STANDARD NEW VERIZON 59"111 -- VENTILATED RADOME (EJ CHAINLINK FENCE (TYP.) .. ""' . " "<' ' . RRU PLAN (FINAL) @ 50' -0" & 61 '-6" . ·--N··_ :·.· .. . . . " . : ,v . ' ... / . . . ) .·;_;/ '-It y_ >·,, f"?-c: -x -' --------I "'' ...._ x..______x~ , -- f ~f ~' RA YCAP PLAN (FINAL) @47'-0 .. Y..______ x..______ X ..______ X ~ f ~ x -• )(~ ANTENNA PLAN (EXISTING) @67'-0 .. 0 1 • 2• 3• "CAI E· 3/8-= 1•-0• (24x36} (OR} 3/16'" = 1•-0• (11x17} NOTE: 1 1. VERIZON SHALL VERIFY & APPROVE ALL ANTENNA lYPES & ANTENNA LOCATIONS PRIOR TO THEIR INSTALLATION. 2. THE CAPACITY OF_THE (E) T-ARMS TO SUPPORT PROPOSED LOADS JS TO BE DETERMINED PRIOR TO INSTALLATION . NEW VERIZON 6"--0" ANTENNA, MOUNTED@ POLE ~ (2 PER SECTOR, 3 SECTORS, 6 TOTAL) ~ . . . . . . . . "/ ANTENNA PLAN (FINAL) @ 55' -0" & 66' -0" i.-A~N=-=T==E=N:-:-:-N-:-A::--:P=-:-L-::A:-:N:-:--:(~F;;IN:-:-:A:-:L:-"'.)::-----------------------------------------------------------r--4-· -s·-15-,· -SC_ALE ___ : 1~'16'"~=1~--0~" 1~24-=x3s~) ~-2-~ (OR) 1/32" = 1'-0" (11x17} verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANcowl 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA92108 (858) 300-2346 B 08/24/2018 90% CX (SAO COMMENTS) s, A 06/D5/2018 90% CONSTRUCTKJN VP REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 1HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE ANTENNA PLANS SHEET NUMBER A-3 e iii 1-w w :,: 1/) 0 w C, "' :1 z w "' 0 0 w 0 ::, 0 l:! "' 0 .. 0 :::; ~ 15 z !!! 0 ~ "' w ..I ,( 0 1/) [o ., X ~ !!! z :1 0. 1/) :i: 1-.. 0 w ~ 1/) ..I ~ 5 ~ 0 w :,: EQUIPMENT PLAN (EXISTING) n , I , 'I,~.---------------~---------------------------' _____________ _,,____, , --------------------1 b ----.-U__ ---~ =1 , 1 ; ,-!.i-C-·..;•_--+---.,,/'-!~· -c~.· ~I II,· II I , Q - (E)RACK V I I i I ' I I I , I I rl (E) 24" WIDE OVERHEAD CABLE LADDER h l(E)RACK! ~ (E) BATTERY , I I I ' I' I I I I , I I I = / I I (E) ALUMINUM VAULT ACCESS LADDER (E) ELECTRICAL PANEL (E) CONTROL PANEL ,7 I I I I I lr(E)CONCRETERETAINING I WALL (ABOVE GROUND) l I I I I I I I i I , I i I I I I --------------------------· ,~ L--------------------1 .L-.~-~~~-~-~ ! ·1 'k,.-----------------~------------------------_li_:___· _c:_· _ __:_·~-'--~---'·-·_·---'--, ~·--'-/~·---'--~ ------' - , 25'-2112" -, , 0 1 • 2• 3' SCALE: 3/8" = 1 • -6" (Z4x36) (OR) 3116" 1"-6" (11x17) NOTE: ' 1 (E) ALUMINUM VAULT ACCESS LADDER 1. VERIZON SHALL VERIFY & APPROVE ALL EQUIPMENT n i , 'I;,.------------------~--------------------------' ,--------..-----~,L.., ,, --------------------1 b----_ U__ ---0 ~ NEW VERIZON RAYCAP, ~ (3 TOTAL@EQUIPMENTAREA) ~ . ' , '=1 ! PROPOSED 4•~ PIPE MAST WITH (3) I . 0 / i O I n NEW RRUS MOUNTED ! j , ' , LU i - -· (E) 24" WIDE OVERHEAD CABLE LADDER (E) BATTERY I I ' I i i <~l BAlfTcfY I I I I I L---=---=-----=--=---=---=---=-----=--=---=---=---=--~-=--=--1 I ,, 25'-,21/Z' = / ~ ' I I I I ' I I ! - i , . (E) ELECTRICAL PANEL (E) CONTROL PANEL ,7 I I , I l I I lr(E) CONCRETE RETAINING WALL (ABOVE GROUND) I I I l I I I I I I , I ' I I I I 1 I l l I & CABINET LOCATIONS PRIOR TO THEIR INSTALLATION. '/ 1.,.~ ""::N~ ~ !!~ I-. ~r--.;E~Q~uiii1pna.MiiiE;iNu'=rT~P;::;.L-;:A-;:N;--;;(F;:::-l;;;N:;-A'i'7L-;-)-----------------------------------------------------,-o-1·-2•-3 .... •-5 C-AL-E:-3-,s--=-1·-6-"-(24_x36_)~-2-J (OR) 3116"" -1"-6" (11x17) -------------------------------------------------~ -----------------·- verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 B 08/24/2018 9ll'l<, CX {SAQ COMMENTS) A 06i05t2018 90% CONSIRUCTION REV DATE DESCRIPTION IT !SA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THtS DOCUMENT_ sv VP BY CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE EQUIPMENT PLANS .. w ~ "' Iii w :,: .. a w ~ :'.) z w ~ 0 a w 0 I ~ 0 IL a :::; ~ !i z !/? Q !i: ~ w .., < 0 ., ., .., X : ., z :'.) .. !/? :,: .. IL 0 w N iii .., < z ~ TOP OF (E) LIGHT POLE ELEV.79'-2" AGL ~ TOP OF (E) VERIZON ANTENNAS ELEV. 69'-0" AGL ~ CENTERLINE OF (E) VERIZON ANTENNAS ELEV. 67'-0" AGL ~ CENTERLINE OF (E) VERIZON ANTENNAS ELEV. 61'-6" AGL "' CENTERLINE OF (E) VERIZON ANTENNAS ELEV. 56'-0" AGL ~ CENTERLINE OF (E) VERIZON ANTENNAS ELEV. 50'-6" AGL ~ FINISH GRADE ELEV. 0'--0" REF hr =i L-n 11 1"7 i 'I II II I'! tJ :1 I 1,1 I " 'fuj l..I,i h" t h ~ ri ~ : ; I I! ~ ~.: L~ ~ 17 kc.' .. h 9 f}1 ~,1 ~ ri "' I I il 'I j ~ ~=U ~(~ !fl I ti I~~ ~ ''Ll L _J (E) LIGHT FIXTURE (TYP.) (E) VERIZON ANTENNA. TO BE REMOVED (4 PER SECTOR. 3 SECTORS. 12 TOTAL) (E) VERIZON 46"0 RADOME TO BE REMOVB> AND REPLACED ---(E) LIGHT STANDARD (E) TREE (TYP.) (E) CHAINLINK FENCE (TYP.) ~ TOP OF (E) LIGHT POLE ELEV.79'-2" AGL ~ CENTERLINE OF (E) & (NJ VERIZON ANTENNAS _ ELEV. 66'-0" AGL o,. CENlERUNE OF (N) VERIZO~RRUS __ _ "P ELEV. 61'-6" AGL ~ CENlERUNE OF (E) & (NJ VERIZON ANTENNAS _ _ ELEV. 55'-0" AGL di, CENlERUNE OF (N) VERIZON RAUS "P B..EV.50'-0"AGL ---- di, CENlERUNE OF (N) VERIZON RAYCAPS "17 ELEV.47'-0"AGL ~~-- FINISH GRADE ELEV. 0'--0" REF NOTE: DIPLEXERS NOT SHOWN FOR CLARITY. ---+OJ ' ' t, f, ~ ' ' ' ' ' (E) LIGHT FIXTURE (TYP.) NEW VERIZON 6'-0" ANTENNA, MOUNTED@POLE (2 PER SECTOR, 3 SECTORS, 6 TOT AL) J.----•NEW VERIZON RRUS, MOUNTED@POLE (2 PER SECTOR, 3 SECTORS, 6 TOTAL) NEW VERIZON 59"0 VENTILATED RADOME NEW VERIZON RAYCAP, MOUNTED@POLE (1 PER SECTOR, 3 SECTORS, 3 TOT AL) ---(E) LIGHT STANDARD (E) TREE (TYP.) (E) CHAINUNK FENCE (TYP.) ci ii: 0 w :,: .. ~rs=-::o:-:u=-=T=H:-:--E=L-:E=-v=-A=-=T=1-=o:-:N:-:--(::EX=-:::1=-=sT=1=-=N-:-G-:::-:)---------------r0~1 -"'.'.'.5·~3'."""""'.·5'.".I'· =sc:":'ALE:-::'"": :::311:'-:::s-::"'.'.=~1.:-:-0.::-;(24:-:"36:::::::-)r----+------------------------------........ 0-1-.s-•3-•-5• .... S-CA_LE_:_3_116-.-=-1·-0---(24-"36-) -----1 (OR) 3/32"=1·-0·(11x17) 1 SOUTH ELEVATION (FINAL) (OR) 3/32"=1'-0"(11x17) 2 verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA92618 PLANCOMi 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 B OBQ.4Q018 90% CX (SAO COMMENTS) sv A 06/05/2018 90% CONSTRUCTION VP REV DATE DESCRIPTION BY IT 1$ A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TI-US DOCUMENT. CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE ELEVATIONS 4:21 ., w N iii 1-w w :,: ., 0 w Cl a: 5 z w a: 0 0 w 0 :::, 0 w a: a: 0 ... 0 ~ 15 z !!! 0 i w ..I ~ ., _, TOP OF (E) LIGHT POLE ELEV.79'-2" AGL "' TOP OF (E) VERIZON ANTENNAS ELEV. 69'--0" AGL CJ\ CENTERLINE OF (E) VERIZON ANTEN.cNA=S'-- '1117 ELEV. 67'--0" AGL d,. CENTERLINE OF (E) VERIZON ANTEN-"NA=S'--V ELEV. 61'-6" AGL (11\ CENTERLINE OF (E) VERIZON ANTEN-"NA=S'-- '1117 ELEV. 56'--0'' AGL CJ\ CENTERLINE OF (E) VERIZON ANTEN=NA==S~_ '1117 ELEV. 50'-6" AGL "' FINISH GRADE ELEV. 0'--0" REF C 1!-;=;, n,. 11 r f:i 11 1" ! I II I ~• L~ I I ' ""''LJI h~ lri ~ (I 1 '1 ~ I 'I ,I I I, " ~ ~~ !~~ ~ f-1"' ~1 n~ r I I! :: I I Oil ~:lj rn] r rn ~ ~ I I I:! I_J I ~J µy ~'LI " L -_J ~ ""'-"-/sAhA.. '-A ~-"-'"-AA b .:, "' --------(E) LIGHT FIXTURE (TYP.) (E) VERIZON ANTENNA, TO BE REMOVED (4 PER SECTOR, 3 SECTORS, 12 TOTAL) (E) VERIZON 46"0 RADOME TO BE REMOVED ANO REPLACED ---------(E) LIGHT STANDARD (E) CHAINLINK FENCE (TYP.) ----------------------~- -(E) UNDERGROUND VAULT - (TYP.) "' TOP OF (E) LIGHT POLE ELEV.79'-2" AGL _, CENTERLINE OF (E) & (N) VERIZON ANTENNAS _ ELEV. 66'-0" AGL CJ\ CENTERLINE OF (N) VERIZON RRUS ___ _ '1117 B..EV. 61'--6" AGL _, CENTERLINE OF (E) & (N) VERIZON ANTENNAS_ _ B..EV. 55'-0" AGL di, CENTERLINE OF (N) VERIZON RRUS V B..EV. 50'--0" AGL --. ___ _ CJ\ CENTERLINE OF (N) VERIZON RAYCAPS~'---V B..EV. 47'--0" AGL _, FINISH GRADE ELEV. 0'--0" REF ---110] -----(E) LIGHT FIXTURE (TYP.) NEW VERIZON 6'--0" ANTENNA, MOUNTED@ POLE (2 PER SECTOR, 3 SECTORS, 6 TOTAL) ~___.-;-NEW VERIZON RRUS, MOUNTED@POLE (2 PER SECTOR, 3 SECTORS, 6 TOTAL) NEW VERIZON 59"0 VENTILATED RADOME M~-----l-NEW VERIZON RAYCAP, MOUNTED@POLE (1 PER SECTOR, 3 SECTORS, 3 TOTAL) ------------------(E) LIGHT STANDARD (E) CHAINLINK FENCE (TYP.) --7 ......._ L ___ 7 ........ ........ I I _(E)UNDERGROUNDVAULT- 1 (TYP.) I verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANCOMI 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 B 08/24'2018 90% CX (SAO COMMENTS) So/ A 06/05/2018 90% CONSTRUCTION VP REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS TI-IEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE ELEVATIONS SHEET NUMBER A-5 U) ~ U) Iii w :,: U) 0 i s z w ~ 0 w 0 :, 0 w 0: 0: 0 IL 0 :; ~ 15 z !!l 0 ~ w ~ U) ., ... X ~ !!l z s ll, U) ~ IL 0 w !!! U) -' ~ ij ii: 0 w ~ ~ TOP OF (E) LIGHT POLE ELEV.79'-2" AGL CENTERLINE OF(§ VERIZON ANTENNAS ___ _ ELEV. 67'-0" AGL I> CENTERLINE OF(§ VERIZON ANTENNAS V ELEV. 61'-6'' AGL ---- di, CENTERLINE OF(§ VERIZON ANTENNAS. __ _ "17 ELEV. 56'-0" AGL di, CENTERLINE OF(§ VERIZON ANTENNAS V ELEV. 50'-6" AGL ---- ~ FINISH GRADE ELEV. 0'-0" REF (E) LIGHT FIXTURE (TYP.) ----- (E) VERIZON ANTENNA, TO BE REMOVED ----- (4 PER SECTOR. 3 SECTORS, 12 TOTAL) 9 a, "' (E) LIGHT STANDARD ----- (E) CHAINLINK FENCE (TYP.) (E) TREE (TYP.) -(E) CONC. RETAINING WALL -: · .......... , .•.. 1 ----~----------- -(E) UNDERGROUND VAULT - (TYP.) ~ TOP OF (E) LIGHT POLE ELEV-79'-2" AGL VERIZON ANTENNAS ~ CENTERLINE OF ("!l, VERIZON RRUS _ B.EV. 61'-6" AGL ~ CENTERLINE OF(§ & (N) VERIZON ANTENNAS B.EV. 55'-o" AGL ~ CENTERLINE OF@ VERIZON RRUS _ B.EV. 50'-o" AGL di, CENTERLINE OF@ VERIZON RAYCAPS "17 B.EV.47'-o"AGL ---- ~ RNISH GRADE ELEV. 0'-0" REF (E) LIGHT FIXTURE (TYP.) ---------- ~ NEW VERIZON 6"-0-ANTENNA, MOUNTED@POLE ~ (2 PER SECTOR, 3 SECTORS, 6 TOTALI ~ NEW VERIZON RRUS. MOUNTED@POLE ~ (2 PER SECTOR, 3 SECTOR$, 6 TOTAL) 0 ,:, "' NEWVERIZON59"0 ~----------i __ J VENTILATED RADOME (E) LIGHT STANDARD ----- (E) CHAINLINK FENCE (TYP.) (E) TREE (TYP.) -(E) CONC. RETAINING WALL - ~=-=r===i===·=·-i· ~,: -j =-1 -(E) UNDERGROUNDVAULT- (TYP.) ! ~ ' m iiit-------------------------------------------------,------..----=-----==--.,..------1~-----------------------------------------------..-------,----------..------1 g NORTH ELEVATION (EXISTING) 0 1-5•3• 5• s==~'.'.""==1~~~~~:::1 1 NORTH ELEVATION (FINAL) 0 1.5' 3' 5• SCALE: 3/16" = 1'-0" (24x36) (OR) 3/32" = 1'-0" (11x17) 2 verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANcow; 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 B A REV (858) 300-2346 08/24/2018 90% CX (SAQ COMMENTS) 06ID5/2018 90% CONSTRUCTION DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT_ VP BY CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE ELEVATIONS e iii 1-w w :,: U) Cl w Cl "' ~ z w "' 0 Cl w 0 :::, Q w "' "' 0 IL Cl ::; ~ s z re 0 ~ w ~ U) io ., X ~ re z ~ 0. U) ~ IL 0 w !:! U) .J ~ ~ TOP OF (E) LIGHT POLE ELEV.79'-2" AGL ....,...~~~a='===-----------------------------t---h '~ ~ fl r1 ~ -+---,1+;1 --ciHI 1--1 --Cl\ CENTERLINE OF@ VERIZON ANTENNAS ___ _ "17 ELEV. 67'-0'' AGL Cl\ CENTERLINE OF(§ VERIZON ANTENNAS __ _ "17 ELEV. 61'-6" AGL Cl\ CENTERLINE OF(§ VERIZON ANTENNAS __ _ "17 ELEV. 56'-0" AGL Cl\ CENTERLINE OF .ffiJ VERIZON ANTENNA=S~--"17 ELEV. 50'-6" AGL ~ FINISH GRADE ELEV. 0'-0-REF (E) VERIZON ANTENNA, TO BE REMOVED II i.~ hi ~ (4 PER SECTOR, 3 SECTORS, 12 TOTAL) Li', , , '-'I J [ r1 rfil -+------'Ii~ i~ fc ["1 fl :-~n -'IHI-- (E) VERIZON 46"0 RADOME -----1--J TO BE REMOVED AND ' k{J J [~ REPLACED (E) LIGHT STANDARD --..__ (E) CHAINLINKFENCE (lYP.) (E) TREE(lYP.) (E) CONCRETE BLOCK RETAINING WALL 11,';1 r,11 IL; _·· .. '_I I ~:J U µ, c-y "k----L _ _J ~ TOP OF (E) LIGHT POLE ELEV.79'-2" AGL ~ CENTERLINE 01:JE) & {N) VERIZON ANTENNAS ELEV. 66'-0" AGL ~ CENTERLINE OF __lN) VERIZON RRUS _ ELEV. 61'-6" AGL ~ CENIERLINE 01:JE) & (N) VERIZON ANTENNAS ELEV. 55'-0" AGL ~ CENTERLINE Ol'J.Nl VERIZON RRUS _ ELEV. 511-0" AGL Cl\ CENTERLINE OF__lN) VERIZON RAYCAPS~--"17 aev. 47'-0" AGL ~ FINISH GRADE ELEV. 0'-0" REF (E) LIGHT FIXTURE (TYP.) --------------i,~rJ71'_',_ /1VLl NEW VERIZON 6'-0'" ANTENNA, MOUNTED@POLE--+--!,-1 ~ (2 PER SECTOR, 3 SECTORS, 6 TOTAL) ,, iJ " ' . ll -;--------t[I] [I) G£D NEW VERIZON RRUS, MOUNTED@POLE ~ (2 PER SECTOR, 3 SECTORS, &TOTAL) NEWVERIZON59"0 -;------------+--! VENTILATED RADOME ~ NEWVERIZONRAYCAP,MOUNTED@POLE ~ (1 PER SECTOR, 3 SECTORS, 3 TOTAL) 1' ! ' ' ! i, ' ' (E) LIGHT STANDARD (E) CHAINLINK FENCE (lYP.) (E) TREE (TYP.) verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANCOHI 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 B 08/24/2018 90% CX (SAQ COMMENTS) A 06l05l2018 90% CONSTRUCTION REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TI-flS DOCUMENT. SI/ VP BY CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE ELEVATIONS l ...... __________________________________________ ....,.. ____ ...,.. _____________ -+-------------------------------------------,------,-----,-----,.,..,,.~~~----1 ASHEET:M7BER ~~W~E:.S~T~E~L=E:V~A~T~IO~N~(E~X~l::S~T~l~N~G~) _____________ ~0=2~· ~4 ·~s~·Js;e!~~i~\,'.!!:::::=:!=;~.;:3:,<!!:;x:!x:;;~>L_1!,__J_!W~E::S~T~E:.L~E~V~A~T~l~O~N~(~F~l~N~A~L~) _______________ J0~2 ·~4~· =!s·rs~;:-i=~>~\~,:~::::::~1 1.;~:!!<~2;!!;6!!!7 >0> -~2:......1-==========:.J -------------------------------- COMMSCOPENHH~5B-R2B . NEW60"0 VENTILATED--~ r OUTLINE OF EXISTING RADOME 45= RADOME .,i,•c_ _ _,,,, ____ ______c4_'-1'--'1_" ----+------¥".' ' ~ -~ , • ,Y 3'-10" ~ • (E) LIGHT STANDARD -~ ,.,-----:: ---{ "' PROPOSEDRRU(TYP.)-/ X '. ' -~ • 2"\ . , \ . I ' ,~_\_,______,_1~~ fi,,f-l\-..;.,s....,.....,...-4---1,~ 1--_ __;__..)L_...:·>1.. V " . \ 0 \II ~ II l II II • I II I • J :. II = II -, . ' i re ~ RADOME MATERIAL: FIBERGLASS, UV RESISTANT i i i : RADOME COLOR: LIGHT GRAY ' ' i ~~ DIMENSIONS, HxWxD: 72"x11.9"x7.1" ' ''f;,!' i ' i WEIGHT: 43.7Ib . i RET CONNECTOR: 8-PIN DIN FEMALE I8-PIN DIN MALE 2 FEMALE 12 MALE i Ii ! i : i l ' .. ; : • i ; i .. . . ' i ! : '. . \ ,. /2" j .• " " ' i i: ;,~ PROPOSED STAINLESS STEB. MANUFACTURER MOUNTING BRACKET W/ (2) 1/Z'0 HEX HEAD BOLTS ~- "',====::;;;-:,,,,,,,. PROPOSED (2) "SITEPR01" PMKEB323 W/ EXTENSION KIT MOUNT OR EQUIVALENT (TYP.) i i i '. i i j ~ I ! ; . i ' i : ., ~ ., Iii w :,: ., 0 w SCALE N.T.S. 10 . A NEWRAYCAP,--," I PERPLAN ~ I ~~ ==+~'" ~ : -= I ~~4711 c;::? I c;::? c::? I I c::? I I c::? I I 0~ o c::? I I I ' 1: 11 I SCALE N.T.S. lt------NEWUNISTRUT P1000 I I (TYPOF2) 7 I ,,----NEW 1/4"0 UNISTRUT / BOLT TOP AND BOTTOM (4-TOTAL) I I I ,,---NEW 1/4" SPRINT 1v NUT AND BOLT I l:LL----HORZ. UNISTRUTS u ASOCCURS RRUS MOUNTING COMMSCOPE E15V95P49 / CDX723AT-DS-B DIMENSIONS HxWxD: WEIGHT W/O HARDWARE: RF CONNECTORS: FREQUENCY BAND (1): FREQUENCY BAND (2): "' a, . ' 8.9" X 4.9" X 4.5" 10.1 lbs DIN 7-16 FEMALE 698-894MHz 1710-2360 MHz 4.5" -- • i = f---',i--.j ,_JI i L E__ - ~ SIDE ' •• ' :J n SCALE N.T.S. n TOP ., 4.9"' ,, 1 1 '------_; -· -· i===:l I r ,_ .. i -- i ; :~~.---~·-=--=~· FRONT 4 7.1" V --~ L ,. ,. ' ANTENNA SPECIFICATIONS SCALE N.T.S. ~ ::: ~ ~ ':::--.. ~•0 MIN. 1 ~----...,.,·_j• 'eZ_ ~ '•, MOUNTING ~'Ill ~'Ill ~ '- PIPE .#' • " -~~ <: ,.,.~ ~ NOTE: CONTRACTOR TO FIELD VERIFY THAT THE (E) ANTENNA MOUNTING PIPE WILL SUPPORT (N) ANTENNA-PER PLAN MOUNTING BRACKET SUPPLIED W/ ANTENNA -+---ANTENNA, PER PLAN I _,,,.,-MOUNTING BRACKET V SUPPLIED W/ ANTENNA v 1 ~t--------------------------.----"T""---+--------------------------.----"T""---+----------------------------------+----------------------------------1 ~ SCALE 11 RA YCAP MOUNTING SCALE 8 DIPLEXER SPECIFICATIONS SCALE 5 ANTENNA TO PIPE MOUNTING SCALE 2 w N.T.S. N.T.S. N.T.S. N.T.S. o:t-------------------------..... -------+-------------------------..... -------+-------------------------...,_;_....;;_----+--------------------------'-;_;;..;.;;.;....i... __ ...... 0 0 w 0 :, 0 w 0: 0: 0 .. 0 ::; ~ !5 z !/l 0 ~ w ~ ., io .. >< ~ !/l z j 0. !/l i!: .. 0 w !:! ., .J < z ~ 0 w :,: ,_ COMMSCOPE RAYCAP RCMDC 6627-PF-48 DIMENSIONS: WEIGHT: COLOR: MOUNTTYPE: ~ 15.73" ' ~ ~"l::'"'J">~~F""'"""· "" ( '>=<- FRONT 10.3" X 28.93" X 15.73" 14.5 kg (32.0 lbs) GRAY PIPE, 1.75" -4.5" 0.D. I WALL (MOUNTING KITS SUPPLIED BY RAYCAP) 1" i ' ' • i ' .. ; ' . ' ' ~ : I ! ,)\! i -' '' :i ii !l I ;I ,, .. . ;., ci - ' /" PLAN ERICSSON RRUS DIMENSIONS (HxWXD): 28.0" x 19.0" x 14.0'' 19.0" l_ .. -l WEIGHT: 105.0lbs. NOTES: 1. USE MANUFACTURER SUPPLIED MOUNTING HARDWARE FOR RRU ATTACHMENT. 2. KEEP 40" CLEAR FROM FRONT OF RRU. I , I TOP 3. SIZE, HEIGHT, WIDTH AND DEPTH ''!,,.----/,==~ INCLUDE SOLAR SHIELD. / / , \ b a, "' -' FRONT 14.0" M SIDE ~t--------------------------r:~---=-T""---1--------------------------r:~---=-T""---1--------------------------.-~-------.----1--------------------------,-~-------.-----1 g SCALE 12 SCALE 9 RA YCAP SPECIFICATIONS SCALE 6 RRUS SPECIFICATIONS SCALE 3 N.T.S. N.T.S. N.T.S. N.T.S. verizon✓ 15505 SAND CANYON AVE . BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANcow; 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 B 08Q-4f.2018 90% CX (SAQCOMMENTS) A 06l05l'2018 90% CONSTRUCTION REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER lHIS DOCUMENT. sv VP BY CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE DETAILS ---~-----.. ·--------------------~------------------------------------------------------ "' ~ "' 1-w w :c "' 0 w C, II: 5 z w II: 0 0 w 0 :::, 0 w II: II: 0 IL 0 :::; ~ 15 z ., ! w ..J < 0 "' .. ., X : !!! z 5 .. !!! :c I- IL 0 w N iii ..J < z ci ii: 0 w :c l- ELECTRICAL GROUNDING SPECIFICATIONS 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF lHE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR lHE AUlHORITY HAVING JURISDICTION. 2. ALL GROUNDING DEVICES SHALL BE U.L LISTED FOR THEIR INTENDED USE. 3. GROUND WIRES SHALL BE TINNED #2 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED. 4. 5. 6. 7. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL BE EXOTHERMIC (CAD-WELDED), UNLESS OTHERWISE NOTED. AND SHALL BE INSTALLED IN ACCORDANCE WllH MANUFACTURER'S RECOMMENDATIONS AND VERIZONWWIRELESS BROADBAND STANDARDS. GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. WHEN REQUIRED, GROUND LEADS SHALL BE BENT TO A MINIMUM OF 8" RADIUS. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING. INST ALL WIRE IN 3/4" HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" BELOW GRADE AND SEAL THE TOP WITH SILICONE SEALANT. ALL GROUND BARS SHALL BE TINNED, 1/4" COPPER, SECTOR BARS 2", COLLECTOR AND MGB BARS 4", OF SUFFICIENT LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBLING LUGS, AND EACH INSTALLED WITH ISOLA TORS. WHEN CONNECTING GROUND BARS (WITHIN 10 FEET OF GRADE) DIRECTLY TO THE GROUND RING, 2 EA #2 SOLID OOWNLEADS SHALL BE CAD-WELDED TO THE GROUND BAR, 1 AT EACH OPPOSITE BOTTOM CORNER, AND EACH SHALL RUN IN 3/4" HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING. WHEN CONNECTING SECTOR GROUND BARS, DAISY-CHAIN lHE GROUND BARS AND RUN 1 EA #2 AWG STRANDED COPPER WIRE WITH lHWN INSULATION FROM THE MIDDLE GROUND BAR TO lHE GROUND RING AND CAD-WELD TO lHE RING. 8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION LUGS SHALL BE USED, PROTECT WITH WEAlHERPROOF HEAT SHRINK, AND WITH A THIN COAT OF "KOP'R SHIELD" OR EQUIVALENT PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE. 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OlHER METAL APPARATUS, A#6 AWG STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG, PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE 10BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL FOLLOWING CAD-WELDED CONNECTIONS TO NON-COPPER SURFACES, APPLY ONE COAT OF ANY ANTI-OXIDIZING PAINT, "COLD GALV" OR EQUIVALENT. 11. GROUND RODS SHALL BE COPPER-CLAD STEEL 5/8''x10', SPACED NO LESS THAN 10' ON CENTER. 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY NONMETALLIC, NON-CONDUCTIVE, UV RATED CLAMPS, BRACKET, AND OR SUPPORTS. 13. WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGElHE SERVICES OF AN INDEPENDENT TESTING FIRM TD VERIFY, UTILIZING A MEGGER TEST, THAT lHE RESISTANCE TO EARTH OF THE (N) GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 (OHMS). A COPY OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE VERIZONW REPRESENTATIVE. 14. ALL MATERIALS AND HARDWARE SHALL BR INSTALLED IN A WORKMAN-LIKE MANNER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NFPA-70 AND APPROVED BY A,H,J, LEGEND • EXOTHERMIC CONNECTION • MECHANICAL CONNECTION E----~ EQUIPMENT GROUND BAR E-= =-~ ANTENNA GROUND BAR (AS REQUIRED) ,11 • #2 AWG GROUND LEAD (AS REQUIRED) NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED . 2. (N) MOUNTING PIPE($) INSTALLED FOR MODIFICATION SHALL HAVE AN EXOlHERMIC WELD lHAT LEADS TO "THE (E) SECTOR GROUND BAR A MECHANICAL WG CONNECTION SHALL OCCUR AT (E) SECTOR GROUND BAR. \. -..... ·. - ,. , ·, . . . '~-- RRU & DIPLEXER @50'-0" & 61'-6" -_'\,\ /"\.-\~'-·: (jj.,,,' : ::--;;,-; . ' . ' . ,, . ' .. :-.;. . . .. : / <I . fl -~ ANTENNA GROUNDING PLAN ----~ ~ NEW#6AWGFROMRAYCAPTO ~ (E)SECTOR GROUND BAR(TYP.) NEW #6 AWG FROM DIPLEXER ~GROUNDBAR(TYP.) ~ ---------.,. ----- ----- '): ... · -------- RAYCAP @47'-0" NEW #6 AWG FROM ANTENNA TO (E) SECTOR GROUND BAR (TYP.) (?y;'\ ~ ----~ NEW/16 AWG FROM RAYCAP TO (E) SECTOR GROUND BAR (TYP.) -' \ \ \ \ \ \ \"·· .-.. · I • • • -• - ANTENNA @ 55'-0" & 66'-0" NEW MECHANICAL LUG W CONNECTION (TYP.) '\!!:!) (E) SECTOR GROUND BAR (3\ FIELD VERIFY LOCA TIOH (TYP.) '\!!:!) SCALE N.T.S_ 2 iiit------------------------.,-----+-------------------------------------------------------------------------------------------------------------------,,-----11 l-o z NOTES & LEGEND 1 EQUIPMENT GROUNDING PLAN SCALE N_T_S. 3 verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANCOMI 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 (858) 300-2346 B 08J24'2018 90% CX (SAQ COMMENTS) sv A 06/0512018 90% CONSTRUCTION VP REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOALTI:RTHIS DOCUMENT. CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE GROUNDING PLAN G=-i ffi ~ ., Iii w :,: "' a w SCALE N.T.S. 10 SCALE N.T.S. 7 WEATHERPROOFING '3" ' '12"TO 24" ' KIT (SEE NOTE 3) ~ ' MINS ' • ANTENNACAB•-\ \ /~'!~TOR Y H I' , ' CABLE GROUND KIT----~ #6 AWG STRANDED Cu WIRE WITH - GREEN, 600V,THWN INSULATION OR BLACK (GROUNDED TO GROUND BAR) NOTES: ANTENNA AND/OR GPS CABLE CONNECTION 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. ' 2. GROUNDING KIT TYPE SHAU.. BE APPROVED BY VERIZONW PRIOR TO INSTALLATION 3. WEATHERPROOFING SHALI.. INCORPORATE PPC WEATHERPROOFING TAPE KIT. COLD SHRINK SHALI.. NOT BE USED. CABLE GROUNDING f'0 NUT & WASHERS ' #6AWG SCALE N.T.S. RRU, PER PLAN 4 \ TYPE HS TYPE2-YA-2 TYPEXA TYPEYA-2 TYPE GT TYPE TA TYPEVN TYPE NC TYPESS TYPEGY TYPEVS TYPE VB TYPE PT TYPE GR NOTE: ERJCO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. EXOTHERMIC WELDING SCALE N.T.S. 1 WIRESIZE BURNDYWG #6AWG GREEN INSULATED YA6C-2TC38 #2 AWG SOLID TINNED YA3C-2TC38 #2 AWG STRANDED YA2C-2TC38 #2/0 AWG STRANDED YA26-2TC38 #4/0 AWG STRANDED YA2&-2N HEATSHRINK------ (CLEAR HEAT SHRINK INDOOR & BLACK HEAT SHRINK OUTDOOR) BURNDY GROUND LUG (SEE TABLE FOR SIZE ANDMODB..) NUT (TYP.:}--~ BOLT SIZE 3/8"-16 NC S 2 BOLT 3/8" -16 NC S 2 BOLT 3/8"-16 NC S 2 BOLT 3/8"-16 NCS 2 BOLT 1/2"-16 NC S 2 BOLT NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BEAS FOU..OWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER, LOCK WASHER AND NUT. 2. COPPER SHIELD, ANTIOX. CR NO-OX OR EQUNALENT SHAl1. BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INST All.ED PER MANUFACTURER'S SPECIFICATIONS. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. [-'1------BURNDY GROUND LUG ff' (SEE TABLE FOR SIZE IL AND MODEL) ,/ LOCKWASHERlj (TYP.) r==G'=i----i ~ FLAT WASHER I _,,,,,--BARE WIRE TO BE / NO-OXATBOTHENDS (TYP.) l ~1--------------------------,---~.-----f--------------------------,r==-:-:--:::,---+--------------------------,==:-:-::-=~---+-------------------------.. ::::--;-:--;;-,---; i.__ _____________ ...i..:~.:.:.;~::.::-~:.:..~..l.-1_1~--------------.....L..;..~c--;,;.;;._~_~....._8_+-R_R_U_G_R_O_U_N_D_I_N_G ______ __._s_N~_:._~~ ......... _5_r-M-:-::-E::-C_H_A_N_I_C_A_L_L_U_G ________ ~_~~--s-~ ____ 2__, 0 NOTES: a w 0 ::, a w 0: 0: 0 u. a :::; ~ 15 z !!l 0 ~ w _J ~ "' ii, ., X ;l !!l ~ .. !!l j!: u. 0 w N in ,;t z ci ~ w j!: 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALI.. USE EXOTHERMIC CONNECTION. @ #6 AWG STRANDED Cu WIRE WITH GREEN, 600V,THWN INSULATION OR BLACK / RRU. ANTENNA, RAYCAP AND TMA GROUNDING KITS: ,r-=-~-----c~,-------=~--JL ____ ="• TWO-HOLE WG. BOLTED o D = 000 --0 000 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO GROUND BAR USING 3/8"-16x11/4"STAINLESS ~ STEEL HEX UNIT BOLTS AND HARDWARE. OD = OD = 00 0 0 0 @ ,___ EXISTING 4''x12"x1/4" THK, TINNED GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER EXOTHERMIC WELD ~ -------EXISTING 1/2 AWG SOLID TINNED BARE CU WIRE TO EXISTING TOWER -GROUND BAR OR MAIN GROUND BAR ~1------------------------,-S-C_A_L_E~----1-----------------------r.s=-c=AL-:-:--:E:-r----lf-----------------------,S:::-:::C:--:A~L-=E::--r-6--t------------------------r-;;s:;:c:-;A;;L:-;E~--=--; z N.T.S. 12 N.T.S. 9 N.T.S. SECTOR GROUND BAR N.T.S. 3 verizon✓ 15505 SAND CANYON AVE. BUILDING 'D' 1st FLOOR IRVINE, CA 92618 PLANCOMI 302 STATE PLACE, 2ND FLOOR ESCONDIDO, CA 92029 Technology Associates SAN DIEGO MARKET OFFICE 2851 CAMINO DEL RIO SOUTH, STE 200 SAN DIEGO, CA 92108 B A REV (858) 300-2346 08l24/2018 90% CX {SAQ COMMENTS) 06/05l2018 90% CONSTRUCTION DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SI/ VP BY CALVERA HILLS 2997 GLASGOW DR CARLSBAD, CA 92008 LIGHT POLE SHEET TITLE GROUNDING DETAILS