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HomeMy WebLinkAboutBAKER ST 17425 Roya/Street Communications i California, LLC oya Street 2913 EL CAMINOREAL #561 TUSTIN, CA 92782 PROJECT INFORMATIOON: LA-3407A ornia CROWN COLLOCATION-879855 Calif LLCALBERNILL CREEK 17425 BAKER STREET LAKE ELSINORE,CA 92530 CROWN COLLOCATION = 879855 CURRENT ISSUE DATE: 03/05/09 ISSUED FOR: ALBERHILL REEK GENERAL CONTRACTOR NOTES 100% CONSTRUCTION DO NOT SCALE DRAWING: DRAWING CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND REV.:=DATE:=DESCRIPTION: BY: CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN LA=3407A WFSPIONS BLE FOR DISCREPANCIESBEFORE PROCEEDING WITH THE WORK OR BE A 03/02/09 DRAWINONSTRUCTION JCC 100% CONSTRUCTION 0 03/US/09 DRAWING MI SHEETINDEX 17425 BAKER STREET SHEET DESCRIPTION AT LEASf TWO DAYS T-1 TITLE SHEET BEFORE YOU DIG LAKE ELSINORE CA 92530 - UNDERGROUNDSERVICEALERTOF T-2 GENERAL NOTES,LEGENDS AND ABBREVIATIONS PLANS PREPARED BY: SOUTHERN CALIFORNIA T-3 CONDITIONS OF APPROVAL PDC LS-1 TOPOGRAPHIC SURVEY CODE COMPLIANCE PROJECT DESCRIPTION DRIVING DIRECTIONS: A-1 SITE PLAN 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 A-2 ENLARGED SITE PLAN TEL: (858) 568-2828 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN THIS IS AN UNMANNED TELECOMMUNICATIONS FACILITY FOR THE ROYAL FROM METRO PCS OFFICE,IRVINE,CA FAX: (858) 668-2827 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS STREET COMMUNICATIONS NETWORK CONSISTING OF THE INSTALLATION AND A-3 EQUIPMENT LAYOUT AND ANTENNA PLAN ADOPTED BY THE LOCAL GOVERNING AUTHORITIES, NOTHING IN THESE PLANS IS OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT. 1: START OUT GOING NORTHWEST ON EL CAMINO REAL TOWARD WEST DR. TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2: TURN RIGHT ONTO MYFORD RD. A4 ELEVATIONS CONSULTANT: 1. NEW ROYAL STREET ANTENNAS MOUNTED TO EXISTING 75'-0" 3: TURN RIGHT ONTO BRYAN AVE. 1. CALIFORNIA CODE OF REGULATIONS HIGH CROWN CASTLE MONOPOLE. 4: TURN LEFT ONTO JAMBOREE RD. A-5 ELEVATIONS 2. 2007 CALF RNA RU ILDING CODE 5: TURN RIGHT ONTO IRVINE BLVD. 3. 2007 CALIFORNIA MECHANICAL CODE * (6) PANEL ANTENNAS 6: MERGE ONTO CA-261 N VIA THE RAMP ON THE LEFT (PORTIONS TOLL). 4. 2007 CALIFORNIA PLUMBING CODE * (1) GPS ANTENNA 7: MERGE ONTO CA-241 N VIA THE EXIT ON THE LEFT (PORTIONS TOLL). A-6 CONSTRUCTION DETAILS APPROVED 5. 2007 CALIFORNIA ELECTRIC CODE 8: MERGE ONTO CA-91 E TOWARD RIVERSIDE. FOR PERMIT 1SSUANCF, 6. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE 2. FOUR (4) NEW ROYAL STREET COMMUNICATIONS EQUIPMENT CABINETS (;DTT"AZ`df'A"'P.ASSOCL-;TES,INC. 7. CITY COUNTY ORDINANCES 9: MERGE ONTO -15 5 TOWARD SAN DIEGO. INSIDE NEW 12'x18' ROYAL STREET CMU WALL EQUIPMENT ENCLOSURE Aa CONSTRUCTION DETAILS / 10: TAKE THE CA-74/CENTRAL AVE EXIT. WITH CHAINLINK LID BELOW TOP OF WALL. 1C- ./.t."'-DAiE i t: TURN RIGHT ONTO CENTRAL AVE/CA-74. E-1 ELECTRICAL GENERAL NOTES ^':n i ed fcr a lherenco to the HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN PLANTING OF NEW SIX (6) 24" BOX EUCALYPTUS TREES. SEE 12: TURN RIGHT ONTO COLLIER AVE/CA-74. 3. HABITATION. HANDICAPPED ACCESS NOT REQUIRED IN ACCOMPANYING DRAWINGS FOR LOCATIONS. 13: TURN LEFT ONTO RIVERSIDE DR/CA-74. ACCORDANCE WITH CALIFORNIA CHAPTER ADMINISTRATIVE STATE E-2 ELECTRICAL SITE PLAN CODE PART 2, TITLE 24, CHAPTER 11 B, SECTION 1 4: TURN RIGHT ONTO BAKER ST (PORTIONS UNPAVED). 1103B. 15: END AT 17425 BAKER ST LAKE ELSINORE, CA 92530. DRAWN BY: CHK.: APV.: E-3 EQUIPMENT AND ANTENNA GROUNDING PLAN AND DETAILS L JCC E4 SINGLE LINE DIAGRAM,NOTES AND LEGENDS LICENSER:" PROJECT TEAM PROJECT INFORMATION VICINITY MAP E-5 PANEL SCHEDULE AND DETAILS GRID 043 PAGE 866 AlS BROTHERS GUIDE: - r` n1 my ARCHITECT/ENGINEER: APPLICANT/LESSEE: SITE ADDRESS; 17azs BAKER STREET E-6 ELECTRICAL AND GROUNDING DETAILS LAKE ELSINORE, CA 92530 ,�,��w PDC CORPORATION ROYAL STREET COMMUNICATIONS, LLC E-7 MATERIAL SAFETY DATA SHEET AND BATTERY TABLE 13225 DANIELSON ST., SUITE 200 2913 EL CAMINO REAL, #561 APN: 378-020-039 e •J v OFESSIQ POWAY, CA 92064 TUSTIN, CA 92782 r`1 QP S-1 STRUCTURAL NOTES o TEL: (858) 668-2828 PHONE: (714) 730-3242 FAX: (858) 668-2827 EMAIL: jclarke®metropcs.com TOWER OWNER: CROWN CASTLE �p z EMAIL: sohailOpdccorp.net CONTACT: JEFF CLARKE 32 EXECUTIVE PARK, SUITE 100 y S-2 EQUIPMENT ENCLOSURE AND STRUCTURAL DETAILS 6 A, IRVINE, CA 92614 CONTACT: SOHAIL SHAH, PE t CONTACT: TIFFANY HUGHES c�' r�•.r' g S-3 CHAINLINK LID PLAN AND DETAILS ,rEXP.6-30-I0 PHONE: (941) 400-2226 .�a `fap� SITE ACQUISITION ZONING MANAGER: EMAIL: tiffany.hughes®crowncostle.com �� , L-1 LANDSCAPING AND IRRIGATION PLAN 1 METRO PCS METRO PCS LAND OWNER: FREDERICK JR & CATHERINE CASTRO cORON 'R, •''"� •# 350 COMMERCE, SUITE 200 350 COMMERCE, SUITE 200 17866 LASH STREET 4 F`. L-2 LANDSCAPING AND IRRIGATION DETAILS IRVINE, CA 92602-1302 IRVINE, CA 92602-1302 LAKE ELSINORE, CA 92530 PHONE: (909) 917-1727 PHONE: (714) 730-3144 PHONE: (951) 674-8631 EMAIL: jtaylorOmetropcs.com EMAIL: jbeke®metropcs.com CONTACT: JERMAINE TAYLOR CONTACT: JOHN BEKE (ifRq Q APPROVALS SHEET TITLE: LATITUDE: 33' 41' 48.47" N PROJECT 15 ., RF ENGINEER: CONSTRUCTION MANAGER: LONGITUDE: 117• 21' 23.09" W AFB ��P CROWN CASTLE: METRO PCs INTERESTING SOLUTIONS CORPORATION ZONING: M-1 [LIMITED MANUFACTURING] LANDLORD: —__ _. TITLE SHEET 350 COMMERCE, SUITE 200 65 ENTERPRISE, SUITE 325 --- IRVINE, CA 92602-1302 ALISO VIEJO, CA 92656 GENERAL PLAN q 74 PHONE: (714) 730-3162 PHONE: (951) 757-4957 LAND USE DESIGNATION: LI (LIMITED INDUSTRIAL) CONSTRUCTION MANAGER: EMAIL: talsaadi®metropcs.com EMAIL: interesting.jay®gmail.com 9T RF ENGINEER: CONTACT: TAREK ALSAADI CONTACT: JAY WOEMPNER JURISDICTION: CITY OF LAKE ELSINORE (sty Of La%c1:'u:,- ; TELEPHONE: VERIZON Piambig Division Appnml SITE ACQUISITION MANAGER: SHEET NUMBER: ___._....�.—._.._,. ZONING MANAGER: POWER: SCE App—d Ey: - UTILITY COORDINATOR: T. ------- - ------- PROGRAM REGIONAL MANAGER: Su4jtyr— ro AFt�a/E� .5 of NETWORK OPERATIONS MANAGER: i Royal Street A.B. ANCHOR BOLT GRND. GROUND Communications ABV. ABOVE HDR. HEADER GENERAL CONSTRUCTION NOTE& California, LLC Q NEW ANTENNA ACCA ANTENNA CABLE COVER ASSEMBLY H HANGER ADD'L ADDITIONAL HT.T. HEIGHT 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. 2913 EL CAMINO REAL, #561 A.F.F. ABOVE FINISHED FLOOR ICGB. ISOLATED COPPER GROUND BUS TUSTIN, CA 92782 � EXISTING ANTENNA A.F.G. ABOVE FINISHED GRADE IN.(") INCH(ES) 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY ALUM. ALUMINUM INTERIOR PROJECT INFORMATION: LB. ® GROUND ROD ALT. ALTERNATE LB.(#) POUND(S) TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ANT. ANTENNA L.B. LAG BOUTS 3, PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL 3 A APPROXIMATELY L.F. LINEAR FEET (FOOT) LA'34O7A 'ram GROUND BUS BAR ARRCH.CH. ARCH ITECT(URAL3 L. LONG(ITUDINALS CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE AWG. AMERICAN WIRE GAUGE MAS. MASONRY ACCOMPLISHED AS SHOWN PRIOR TD PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT CROWN COLLOCATION•879855 • MECHANICAL GRND. CONN. BLDG. BUILDING MAX. MAXIMUM TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE ALBERHILL CREEK BILK. BLOCK M.B. MACHINE BOLT WORK. BLKG. BLOCKING MECH. MECHANICAL BM. BEAM MFR. MANUFACTURER 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM 17425 BAKER STREET ■ CADWELD B.N. BOUNDARY NAILING MIN. MINIMUM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. BTCW. BARE TINNED COPPER WIRE MISC. MISCELLANEOUS LAKE ELSINORE,CA 92530 ❑ B.O.F. BOTTOM OF FOOTING MTL. METAL 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GROUND ACCESS WELL B/U BACK-UP CABINET (N) NEW RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE CAB. CABINET NO.(#) NUMBER PRECEDENCE. CURRENT ISSUE DATE: CANT. CANTILEVERED) N.T.S NOT TO SCALE FIE ELECTRIC BOX C.I.P. CAST IN PLACES O.C. ON CENTER 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 03/05/09 CLG. CEILING OPNG, OPENING REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, CLR. CLEAR P/C PRECAST CONCRETE RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE COL. COLUMN PCS PERSONAL COMMUNICATION SERVICES WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE �T TELEPHONE BOX CONIC. CONCRETE PLY. PLYWOOD MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND CONS. CONSTRUC I N PPC POWER PROTECTION CABINET ISSUED FOR: CONST. CONSTRUCTIdON PRC PRIMARY RADIO CABINET APPLICABLE REGULATIONS. LIGHT POLE RCONT, NTINUOUS P.S. . POUNDS PER SQUARE PENNY (NAILS) P.S.I. POUNDS PER SQUARE NOCOHT 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE 100% CONSTRUCTION DBL. DOUBLE P.T. PRESSURE TREATED CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES O FND. MONUMENT DEPT. DEPARTMENT PWR. POWER (CABINET) AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING DRAWING D.F. DOUGLAS FIR CITY. QUANTITY CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZED DIA. DIAMETER RAD.(R) RADIUS REPRESENTATIVE. REV.:-DATE:-DESCRIPTION: BY: DIAG. DIAGONAL REF. REFERENCE SPOT ELEVATION DIM. DIMENSION REINF. REINFORCEMENT(ING) 907 CONSTRUCTION DWG. DRAWING S) REQ'D. REQUIRED B. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. A 03/02/09 DRAWING JCC DWL. DOWEL(S) RGS. RIGID GALVANIZED STEEL 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET SET POINT EA. EACH SCH. SCHEDULE 100% CONSTRUCTION EL. ELEVATION SHT. SHEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 0 03/OS/09 DRAWING MI ELEC. ELECTRICAL SIM. SIMILAR 10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL EARTHQUAKE CODES AND REGULATIONS REGARDING ELEV. ELEVATOR SPEC. SPECIFICATION(S) EARTHQUAKE PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS AND MECHANICAL EQUIPMENT.Q REVISION EMT. ELECTRICAL METALLIC TUBING SQ. SQUARE E.N. EDGE NAIL S.S. STAINLESS STEEL 11. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB ENG. ENGINEER STD. STANDARD GRID REFERENCE EQ. EQUAL STL. STEEL DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. EXP. EXPANSION STRUTEMP. STRUCTURAL 12. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING SHEET LS7 EXST.(E) EXISTING TEMP. TEMPORARY ( ). e EXT. EXTERIOR THK. THICKNESS) SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR DETAIL REFERENCE FAB. FABRICATION(OR) T.N. TOE NAIL SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE PLANS PREPARED BY: F.F. FINISH FLOORR T.O.A. TOP OF ANTENNA ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE F.G. FINISH GRADE T.O.C. TOP OF CURB WORK IF ANY DISCREPANCY 15 FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE FIN. FINISHED) T.O.F. TOP OF FOUNDATION NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY PDC ELEVATION REFERENCE FLR. FLOOR T.O.P. TOP OF PLATE (PARAPET) FDN. FOUNDATION T.O.S. TOP OF STEEL FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. F.O.C. FACE OF CONCRETE T.O.W. TOP OF WALL F.O.M. FACE OF MASONRY TYP. TYPICAL 13. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, F.O.S. FACE OF STUD U.G. UNDER GROUND VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED X DANIELSON ST., SUITE 200 SECTION REFERENCE F.O.W. FACE OF WALL U.L. UNDERWRITERS LABORATORY DURING CONSTRUCTION TO THE SATISFACTION OF ROYAL STREET COMMUNICATIONS. 13225 POWAY, CA 92064 - F.S. FINISH SURFACE U.N.O. UNLESS NOTED OTHERWISE FT.(') FOOT (FEET) V.I.F. VERIFY IN FIELD 14. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT TEL: (858) 668-2828 GROUT OR PLASTER FTG. FOOTING W WIDE(WIDTH) NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT FAX: (858) 668-2827 G. GROWTH (CABINET) W/ WITH SPOTS, DUST OR SMUDGES OF ANY NATURE. GA. GAUGE W WOOD O (E) BRICK GI. GALVANIZE(D) W.P. WEATHERPROOF 15. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS IN ONSULTANT: G.F.I. GROUND FAULT CIRCUIT INTERRUPTER T. WEIGHT ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION GLB. Q GLOBAL POSITIONING SYSTEM(GLU-LAM) GLUE LAMINATED BEAM PLATE, PROPERTY LINE CENTERLINE (E) MASONRY GPS FOR SITE-SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING. 16. BEFORE ORDERING AND/OR BEFORE FABRICATING/ CONSTRUCTING/INSTALLING ANY ITEMS, VERIFY THE TYPES AND C CONCRETE QUANTITIES. EARTH 17. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND PAGER, AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. 0 0 0 0 0 o GRAVEL 18. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING ANY WORK. ® PLYWOOD 19. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT DRAWN BY: CHK.:APV.: ...:...-,.K:..,�.; SAND SPOTS, DUST, OR SMUDGES OF ANY NATURE. ® 20. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT JCC DPL SAS WOOD CONT. COMPLETION - 21. CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED CONTROL. REPLACE WITH CLASS II LICENSER: 0 WOOD BLOCKING AGGREGATE BASE AND CRUSHED WASHED ROCK. AS SPECIFIED ON SITE PLAN. STEEL 22. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF CONSTRUCTION. „r.1 P,nrmdt .iding CENTERLINE 23. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING �,ra �r, r n1h .f oil STRUCTURES OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE PERFORMED. IF n 1 ' rcl �O'uo .d to PROPERTY/LEASE LINE ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE DIMENSIONS OQgOPESSI of the a able /1 OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ENGINEER +• ,�a� 4reswncc give 1-�— / 4..•. provisions " uch No C MATCH LINE AND OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTIONS) OF THE WORK AFFECTED. THE r• m CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO SO NOTIFY THE ARCHITECT/ENGINEER AND OBTAIN WORK POINT RESOLUTION BEFORE PROCEEDING. �./'� �9l * EXff c'1v16-30-10 GROUND CONDUCTOR T TELEPHONE CONDUIT E ELECTRICAL CONDUITLj SHEET TITLE: A COAXIAL CABLE T/E OVERHEAD SERVICE CONDUCTORS GENERAL NOTES, X CHAIN LINK FENCING LEGEND AND ABBREVIATIONS SHEET NUMBER: Tm2 LEGEND 1 ABBREVIATIONS 2 GENERAL NOTES 3 ..................... Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 PROJECT INFORMATION: LA-340TA CROWN COLLOCATION-879855 PLANNING COMMISSION RESOLUTION NO.20D8- ALBERNILL C PLANNING COMMISSION RESOLUTION NO.2eB-_ PLANNING COMMISSION RESOLUTION NO.2008-_ REEK _ PAGE 2 OF 4 PAGE 30F0 PAGE/OF 4 17425 BAKER STREET RESOLUTION NO.2003-_ 'CEQA7 and Ina State uitl Galinoe for Impl n ofementelio GEOA(14 C.C.R.§$75000 of geFrom,ral hea ,salary,comfort,or weMre e of the sunounynp neghbomood orabe ATTEST: RESOLUTION NO.200E-_ RESOLUTION OF THE PLANNING COMMISSION OF THE CITY seq.:the"CEQA Gukelinoe').A Clem 3 exemption think far: Coy RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,CA 92530 LAKE ELSINORE,CALIFORNIA,APPROVING A MINOR DESIGN CF LAKE ELSINORE' 2A 17RNIq, APPROVING vnsru onan acetion limAednumhenPfnew,amallfachloleaor 3.Tliesite for thelnteMed us.lsatlepudeins'PaaMahapetnaccammceateMe REVIEW FOR THE DESIGN AND CONSTRUCTION OF A CO- CURRENT ISSUE DATE: CONDITIONAL USE PERMIT NO.200H-17 sdructurra;Inalakefion of small new th urymeM ant fadlem.in small w antl for all ore yan s,snacks,wells or fences,landscaping,Atoen and ion Weiner- LOCATED WIRELESS ANTENNA TOWER FACILITY stnrd,.r,and Be mmaensinn debating,man atrudurea from one um. other tenors required by Special Pfan. Tom Oiedar d Cwnmuniy Deveopment WHEREAS,John Beke of Royal Street Communications,Inc.,has initiated anomw where only moor maddlcaliww are made In Me-too of the mf Ina pro eAl WHEREAS,John Bekv of Rpyel Sired Communiceaons Inc meinnetetl n0%fw CandiEw,al Use Permit No.2008-1],for Ihe design antl co-loceeon m s -chum, In-proposed Moldy An bean don g�ad in oanalome Ian sire and shape min /Ora Minor Daa wky five tom(65')tell cellular antenna tower,hero nuMred ant tweny(220)uluare too! o/fho poperty eM boM exianrg end planned/end uses in Me vicinity.Adequate prose gar . gn Revlew for Ile All to co-location of a sixty hw bm1 equipment sh.1.1,screen-4 and aaspaiMed hands" ag imprommenh mounted w The cm-located antenna tower,equipment screen screen walls and aamcwAAd sa.acks,3sdrdfy wNla eM nnumarg hew e/I been lmmunrehd info fed design (95)tell cellular antenna lower,w.o h.mh,b end twenty(220)a,-font equipment Asws 0 3/0 5/0 9 landecepoot improveme nts quality for A Class 3 exemption because mmh e they e the of fed ure lockoh,0 ens Ihef m w e umuchn 0 Nxly k hoc(to fell co-/marred STATE OF CAI. ) aM1etw,careen walla and mumb od landscaping knprovemento bcand at Asseaw saw Parcel Number 363-020-U39Inhe"FaeilAbsT;and comhuctimn of limited numbere of new,small facihllm or abuctures no the inaWbaan chvdun wA•nut ha Incampe561e ovum existing and planned wrmtxnang land Parcel COUNTY OF RIVERSIDE W Number 383-02003g(the'Minor Design Adiiane);and CITY OF LAKE ELSINORE )WHEREAS,the project.,to nas a wnirq tlesgnalion of M-1 (Llrlolted d small new equipment and hdtlioa. ucu on ay'-,prop-a. Moraowr,the feearty nee been coMW'aned to be WHEREAS,the Planning Commiaslon d the City d Lake Elaiems has born Manufecbnin0l.Section 17.56.030 A m the Leka Elslrwre MunlchpM Cedar states that Nene m the a ce pions to the t doegned won cohmsMige bchngoes ant landwapirg intomwm a is ro de ebtl with the r ^g an pp,,i,g.eoMMonwly approving, ISSUED FOR: uses located within one hundred feet(i0P)or a readental dhlnidl may have outdoor x p categorical exemption,cot bed In CEQA enhanceits aeafhouss. I,TOM WEINERnti Dkeclor d Common Uevala dg natin R,ii,,ho emss In, d a operational cnarederistice aMlor nave the potantal b Ouitlelines ssbah.15300.2 applies here.The Facilities wIN not hamit in dam ro R hB iry pment of We City of Lake or aagrig Minor Des Review tefor - ImWeI Mo,e wrrotnding MCIMin bat Elsinore,C.jog o hereby theory lief&I_eI mn N. regular wonahadapnetlTomp 9 qn repues prgecle;antl Sidon and shall lM1a he require additional approval end whour id too In asciel, c resources, g trees(excepl those tleed w dying),eM k not banded on 4.In thetolorclintopmona the and m use,there will he no ativerw affect on butting prapeny by Me Planning Cmmmiasbn of the City of lake Elsinore,al a regulen meeing Wait on WHEREAS,on November 1B 2008 al a dun �T O Semen 1.a.66 30.JdtheLakeElsinoreMunicipalCotleeinmideniifosstrudunes ter.macomplied pursuant toGovernmentCedeaedion85g82.5(nezeramua and tokc erthepermittedantlnormaluseMend Ue18adayofNcwmbar2Db!IantlthatthesmitewasadppbdbythefmlMrwirpvole: Planning CwarranooncmnaddeedevidAma ynoticespubic oahng,me 100/O CONSTRUCTION g presented by the Communed Devampmant proposed to exceed to height of the distrbt net require etltlNpnal approvN and waste sRea). Casement ant otter interested Parlim with reload to the Minor Design Revlew. DRAWING onsitlere[ion. Such,uses shell require a Cols itbml Use Permit punuanl b Lake The propomtl use has been owmughlY mNewaetl unit centlnkned by eo AYES: Elsinore Mumcipel Cotleseason 1T74(CoMltiwel Usa Pormhoo',ant TheMora inn Planning Cmnarrow qn hereby 8Ma end didermhout Ihet the pplicabb CYIy deper0lMnfa and mcnine agenoias. Ikd natinq the ounumiel mr NOW,THEREFORE,THE PLANNING COMMISSION OF THE CITY OF LAKE ProjeG h exempt from CEQA ant tla CEQA Gyd,ims. any and ell adorn afech an the abufOng property. NOES: ELSINORE DOES HEREBY RESOLVE,DETERMINE AND ORDER AS FOLLOWS! WHEREAS,in Section t7do nl the lake E,1pldre MuniaipM Cotle,the CMy m SECTION 3.Then in aocerd"m with the Sble Plarl antl 2odng tea,and 5.An quab conditions and safeguards puotuant to Lake EW-he Municipal Cob ABSENT: SECTION 1. Tn P nn REV.:DATE:-DESCRIPTION: BY: Lake Elsinore recognizes What enign fors haw y e.AM,l olmellto thiig wMan,n, the Lake Elsinore Mu "Pact,.Pending upon the facade.ant design 1 Tee use,may have the pdeMial to nepa.ely ntcbel Cotle(where bpplimble),the Planning Commission makes Saden 11 168.U50 hate been incorporated into the approval d the CoMftINAM e te mg Commission Was conskeretl the proposed Miner impamecjoining Propenim,buxineaem or rosldenis onefherofore are poonlited aubled the blowing Mtlinge forapprowld CUP 2008-17: Use Promd to anise that Ma um-thathe in Amerman envisioned by them ABSTAIN: Deagn Review and has louts it acaeplabo.The PImAIMg Communion fiMS ant tv the l:1J1Im a F a wMftioml use permit,which allows tea Clty W cwnprohanawely landingslerthe term tithe one. duasonlw,And tiro Prged i,conaulent will,be Lake Elalnwe Municlpal Code,where q 03/02/09 90% CONSI RUCTION JCC m the ant mr,pp,ofe the ova;and 1.The proodeae use on A.awn morns and wgb'in lie moiamt of ice Nfirg a I, appucable. DRAWING xod with them site m ho the General Plan and ins purpose d the phoning 1.Pursuant ro lake E+avrore eennschro Cotle, Me pmpmsed m/oca of Tam Weirton SECTION 2.The CalMmia Lagiabbre nas moue fled Met certain cteasm of 100% CONSTRUCTION WHEREAS,Ihe Planing Comrdsdon of the City d Lake Ehinwe nee been tlia0id P which the site k bcebtl. 'Acommunioelions hoinlyhea Deep Rmedul'ed hrconskerelnm ant aTNxnml al Alegi Mormon of Cwnmundy Deveopment dtegated with the"An his Why or conadadng and appon in Me Pokohm Commhson an fie h`Mdmy untetluled meeting en Now ,is, pmjede tla not have a aiyn8icant eilect on Me anvironmoM end ere xwrdore exempt 0 03/05/09 M or denybp conditional use pannib:end 9•con Aionelly approvng, hsuance d this CanGSpnal Use Permit wall hdnhla end/mprore wiredas 200, . hom Me C,lirwgis EnWoomentel Quality Ad(Cal.Pub.He,.Coda§§21000 at seq.: DRAWING 'CEOA]ant the Stain Gustation,for Impbmenloomr of CEQA(14 C C.R.§§150M er oaten mwnga am. Forth¢ n. end C&y d lake$asM and SECTION 4.Based upon the evidence presented,the above ondhl and the seq.:tha'CECA Gukalinki A Class 3 emmption exist¢far.WHEREAS,on November,10,2epr s a out,by noticed fall Irowirg,Ate residents M the gerrerel Fudhemere.Me proposed IMa she conditions of approval,the Pbg,in Commnnion here Claming Ct a minion ctr andul evidence parented by the Community Dawlopmeni orssdatheardpose of deagn eti odure ki whom Me Val d the General Wen and the Pemk2008-17. g by approves Conditional Our 'Cunatradmn ant bcalion a/lim0ed..be.d new,small famtlne,or OepadmenueM mherintareated pamiaa wnh respect to lheFwilMm. pwpoae of Me plwrvng dishicfM which Ma Vale Iotafed of Whin,installation te Small am equipmare and Whom,b amaa NOW,THEREFORE,THE PUNNING COMMISSION OF THE CITY OF LAKE 2.The pnopmed use.11 not be tldmnental b the general hearth,salary,dmood,on SECTION S. This Resolution shall Iake effect from and after the dare of As shuduras;ant the commotion of e'ohn,small stmcere%from one use to another yeha o only minor mod firbro a are made in the eAarrnr of the ELSINORE DOES HEREBY RESOLVE,DETERMINE AND ORDER AS FOLLOWS' wu en of peroons rmkmg or working wAhln the neignborhaotl of the proposed passage an option, simcbre' the Clay,er tnlunous b proPeny w improvements in Me neighborhood or PASSED,APPROVED AND ADOPTED on this Me day d November 2008. SECTION 1.The Planning Commission has wondered n Camanan a Cl Feel the Ced' Tne ce-located antenna newer,equipment shelter,sweep well,and associated No.20am 1 prior f Amhan Lake Aa m,M ant tends that the m lipplmenta d C.been landwaping improeameMa quoted Id a Class 3 areal because they involve the 17.58 ant 1T.14 d the Lake Elsirere Munhdpal Code(where epplkable)nave seen All ruwrveMle ConartnoW Use and t al the Wawa beans a-t fie oppmrtunlly coreuvdion d limited humbem of new,small faci0ees or --and the marsltetion PLANS PREPARED BY: seea5ed. to review Me ncom of m Usa Permit and their cemmenh nave been.project of small new equipment antl facigeea. k fed cwrddionJ ci eppmvd alleched ro Ms duce roshm/w Ihis Pm/av SECTION i.The CalAomie Legion Am nas 1ohmen a That cedaM clamed d a tear lions haw been ah"f elating o ne if whalula design a meiesseenre None d ins 300.2 ons ro the ceb'falconers ers wig ran set forth in g,Ion polecea do not haw a signdcerd effect on Its envlronmml and are inarefore exemM donlentlscepng,wells,regulefims of points col vMr,.vdr egress eM egress arts Axel ZaneYi,Chairmen Gudelunm motion 15300.2 appiee Were.Tne facilities will not rew8 in tlemage to from Ue California Envirmnmental Quality Ad(Gel.Pub.Res.Code§§21000 at seq.. trot d potential nuisances,an es to eliminela any neyellw unpacfa ro ow City of Lab Edirore PDC 13225 DANIELSCN ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668-2828 FAX: (858) 668-2827 CONSULTANT: PLANNING COMMISSION RESOLUTION NO.2DOB-_ PLANNING COMMISSION RESOLUTION NO.2008. PLANNING COMMISSION RESOLUTION NO,2008-_ PAGE 2 OF 4 PAGE 3 OF 4 - PAGE 4 OF 4 CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL FOR Page 2 d2 CONDITONAL USE PERMIT NO.200E-11 locanic s including Ircea(except Ihose tleed or tlying),ant is m[located on the Pro erf with not neon in ter, STATE OF CALIFORNIA ) AND A MINOR DESIGN REVIEW FOR CONDITIONAL USE PERMIT NO.2008-17 any sl'sacompiled punuanl b Government Cade-1.65962.51hazaMo.and,..ic / YsigniT ant edverse envkanmenlel impacts giren COUNTY OF RIVERSIDE ANOAMINOR DESIGN REVIEWFOR-ROYAL STREFTCOMMUNICATICNS waMe sites). fna Mredredconylions of yrprovaL CITY OF LAKE ELSINORE )tea "ROYLOCATEETCOh1MUNICATOR WIRELESS ) CO{.00ATED CELLULAR TOWER FACILITY" Thererore the Planning Commission,hereb Weds and dererminea that Ina 4.CA Mons no safeguards punuaM to Chapter 17.82.0]0 d the Zoning Cede, GENERAL CONDITIONS 12.AII exleriur o ion fighting aha l has shleded ant tho ded mn-eite am as not b create glare g Y imluding guarantees antl evidence of compliance with conmene,have bean I,TOM WEINER,Adding Oireciw of Community Cewlopmenud Ihe CarydLako enb naghbonng popery. Projem is exempt/rom CEQA ant the CEQA Gutlellnes. imcerpwebe into the approval of the Prged in ensure development of the Fkoore,Celifmmia,hammy cedfy bell RawkAbh No. 2008- won edmpted 1.The appoom atoll defend(wok counsel acceptable to Ina City),indemnify,end nnb SECTION 3.net in accoMenw will the Slate Planning antl Zoning law,antl Property ion acconkgce wilt the mbledNea of Chapter 17 82, by-,Planning Commimim,of the City d Lake Ham,It a regular mwting held on hennbm he Coy,its Ofl Officers,Employees,ant Agents from any Galan,edlon, PRIOR TO BUILDING PERMITS the Lt.Elainmre Munlc Co. herea loable),Me Planning Commisum makes theiga dely&November200a,andthalthemmewa,,d,ptadbylhefollowing vole. or procecdbg against tla Ciry,its Ofciels,Of6cros,Employee,or Agents to attach,sit 13.gpplicenr shell comply with the requiremertk of the Elsinore Valle Munici IWekr me ( pW g Porsuanf ID Section 1TB2W00l Me Lake Elsinore Municipal Cmo'e,the Pmpcl sake,win,or amnm an appnovel of the City,the lall apeneies,ep,NI more.or Y W DRAWN BY: CHK.:-APV,: the/olmwirg tidings roe the approval of the Minor Deagn Review: hear bean scheduled for considemeek,end approval of Me tommm,Consul a l AYES: lag ISM,hotly conwrmng the eb raftrence,1 payed. Down..Proof d ennpl en in this condition shall be pneaoMM b Me Senior Budding 1 The Prged he approved wed comply wnh the gusto ant objectives of the on Ndvemkber 18.20DS Inapedor poor b issuance ofb Its l pantie ant fret spot 1. C Carl Plan Spamlc Plan And AM Zoo ng o-in when he P.M.is SECTION 4 eased upon all m the evowp precasted lire above fndnga,one NOES: 2 Th tleOs'on d the Plain ng Cmm hel bar final fifteen(15)days from the clue m ice D P L SAS the tlechou rime,an appeal bee boa Red with the City Council pmenht to the 14.PMn m houbast d bdlltl'mg Perna,applicant shall wovde esammose that all .. ate' Ihe con0(ions or approval Imposed upon the Pm l This Planning CmMWA ron hereby ABSENT: provhions d Commit 17.80.02G of theLake Ehinwe Municipal Cotle. requiremenh d Me Plveroke County Fire Depsrimem hew been mat approves the Propoede MI.,Design Review, 3.Conditional Use Permit No.200617 all leper and shall become void two(2)years ENGINEERING DMISION LICENSER: The Minor Deign Revlew of this with me monk end ennn,i recall, ll am General AB6TAIN: following tie tla*on which,the eon permit haderm dhoem,unless phor to the Plan in that me g the n w fma cAt off away bm ahom,inns h hor at,hri wiA SECTION 6. Th.Resolulkn all bAe effect tom and,her the data of its ssisf k acerhmar the dewlopmenf of a wdl belencetl aria Iunmional mix of pazseBe and aeoMon. onto-iun m two yews,a.plemb on M I¢imued and,the thni, cemmwrced antl 15,The appocanf span obtain an encroadtmeM Permit for any work pedornrotl in public aside Sfialmcnmm I tl Mel,open space,reareaFonel end indifdnonal lend Tom Wwner dllgeMypureued kAvero cumpletlon an Me sae which weethesubjed col the use gamin dBMdway. 'll N ak i p orb cal the ( ersge lorfne general gumbo PASSED,APPROVED AND ADOPTED on Mite iBa tley d NmvemDer 2o0B. Acting Olrodw of Cuimnuniry Onwloprnent aPPI ratan 1&The applicant In ell gbrain approwl of a haft control plan for any work famormed In tl Cry dLaka EI M h'the p 1 4 Any ad tlon or—compl ante won fie Conditions of Approval shall be ovum for the J public aphid way. J Cl 2.Tne P I complies ith N dap d' di contained In the General Pon rewcetlon mf Ihie CondNogel U.I.-it, :rlor Ube Deign Element antl all dean aPPlcaOM Provisimnsdthe Lake Elsnore 17.TM aPpl IhpraPane not of in.prgednt ProPenY awnen Pnor to predin9w 1G ltif.ItI1r1 _, ei't�CIpD IrU1`I Muncpal Cove. 5.The spplabod shall at SII tames comply with Section 17,78(Norse On Wane)dthelake ap TM Minor Oesgn Rahrew Is Appropdsfe 0 file sere And Mal Lnelh,Chairman S.Condno c of A�mew shall bar hamedumd an wo l g to Bar ) hall be park -CUOS Sh'111 be/�T � r�11it Pr `h0 O�I)!!CO[ devebpmmfs m MN Me cellular leleewenunlcellone Ruder nas been Oesgtl page cone of buildng pone eubn Wed lu 18.Capitel 1 gam 1 fee and min ton fees(LEMC 18.34,Rea.Bi28 s a ,,oOFESSIOAr rR1G(!to xpe of pmpwly. SuRklem seabed,,end Cry of Lake Elam m the Building Uihie on Plan Qheak All Cobo one d Approval shell be met to the Floor to'Issuance of build lm permit. 0<`- arcvisi O Jll recmemal o rion a the size ant m Me Prior CRS nnwwred wrs/b lerdsce it maw eoen Nded mereD g imuance d a Certlhate m ocarp.ncy and remaae or ugigea. f BUC p g pro y ntow. mfwaN eM ATTEST. 19.R grading axceeda in crab yards,goadingPlus pogo shall ro prepared e.a orCalifornia A'e varying vod ea a person mows along aDuBug slroels.Fortner,Me protect,e, 7.I,the shell the the lecofty em.cillty ceases for mAs aril,the eppoceM or property, 9"Mo M Civil Engineer and an,ins prior rr gna m Post ap is pmakee.prvsr ro any Z conditioned,taro chmFbi ON l the mustily stop b elth cbrempmenf efd wall rnme a owner shall remove the by Me ant cooed the site to As original condition,or a below c a change the applicant shell obtain a gr,op peek ant post appropnete security,AM As NG 216 m vimelly,mg,Pg,norFdefrecfire wlNonsnip bM.Me proposed tlevalopmenf centliebn as debrmiretl by the Cmmmunlry Development Diredo or Dmipree. change in inn-tole Oreinape will requim all approved Starting plan. K � end exisfbrg projeda In Mel the cefder bow wgl Da and af/er adtloimnal 7wn Weitxx - --- ,,. *'EXP.6-30-10 Ar bndscepe impmvemenk maw Deep edtlM Indiming six(s)nor In ea mom bees Acting Director dCo runty Damkrp^ent 6.The a 1uZ diall be required m mnmlePt ardlOr repair the telewmmunkaam teciMy 20.Tne epplbani anon mbtein ante rowed a uMitY anNor accent easanenis to bar reality B �Y,a/..+ f Y ant pedmafer phnfing,which serve ro enhance Me eesmefos o/me Vroposed i-M,dro woprsed antenrWe ant bdUly equipment pw the dusddion m Bw eweae roThe aim wmsses separalary owned prapwties. ,� `s wo 9y. cm v 1 a feeMv Commomay,Doweemb eon Dremw,1 n'a cla grace. f OF CALFF� 2t.Oranage snail the conveyed to the pualb right of way. 3 Subject to the a6 cart wMitdre of a amhol i,the Pnm)wl ie not aMdpebd d T g. M apph®nl h sb m a d Pon ed ova- common cation ebudwe whits raeutt m any cipnificent adverse ear ronmanlN mpada. I♦Ie' 8wmugNY emm 1 a-mg aid propmek entente parrela.Ste to sWduru .It bu -TA.AFFIr,n!MeX-mplemeM NPOES best Management P eNcm during one ells Yu iewed and app ed by o Communed Development Dvactar or d n,-P w m mrstrmu to prevom discharge,of mium s nor Me ctys slur.cram WAA J Nahvlfnamnd mp telling fie fact that ma Rnjacl is exempt M1om CCEQApursuant Toe I,,,wi, /i re ice of 9/adr 4 T b no hom'ih. edjacent propert'wa. Casa 3 celiecame exemption,,the Pro/ad was rewewed and condWere d by by I�I (z0(MGI I sN l I nRl 01 h ) eppllreb/a Coy dapenco nts m.. Met Me hbrommunnodns faolily blends 10 Tne epplo n ha Iound,the proposed w CMU manry wall on all sue dents- 23.In.-Mon.who the CAy a French'..Agneen ant for was.dspmal&3e droll the >•V ` into Me exkling natural IaMsrepe and seems Me least smqunl hadhorm ,, In add ion.the Abun ant shall Plant bill vireo age oat Me CMU with so as to grow apPIIdm1 shall te fa kehad Anboosted with CRBR Inc.lb,romdwl end deepoeel d aY doe s es nit negahhey impact Me eaidenls br busirresws of Lake Elsinore. on and when the appearance nine walls, wawe materiel,deal wgomwh ant other r.A..ge hadhotl'Main, tl...Mmn,clear and grubbing w all other ph........nebudion.. 11.The eeks Of the shall pbnt is(wi live Melly but inch l ant bin rd,to Dena outside , ✓" S IH EE I TITLE: the wellsdthe facility which will aeWeamoro nabrel appearenceda dmees. �- k�r " ---- grouP k-J 4 YY'' r ,,,1 �� �,F •' CONDITIONS OF K. ,,. APPROVAL SHEET NUMBER: T-3 CONDITIONS OF APPROVAL 1 Overall Site & Boundary Detail Royal Street - - - Communications, CA LLC coRo 2913 EL CAMINO REAL#561 mq o a4KER STREET TUSTIN,CA.92782 xYy T1376.72NO 3-22'49"=A L=124.24' R-2105.86 546.14105E J86.71' B 1431.38TOP f�A P 9 1412.52TOP STREET 1396.BONG lELCO 1393.01EP A&EDEVELOPMENT; IS ?P 85.35NG _ _ _3'22'49'=A L-126.01' R.2135.8654'6T4b5E fB4.f4' 5467405E ,393.66NG, r524015'-13d1.43NG� x-_x _ GA IE IS78VI'6274 }r ,39059NG x--�-" N4JY4'24E P.O.B.\ `CHAIN LINK FENCE-x �- 1386.74NG I I I pQ' S4J'44T4'W S4675'J6 Ex 2.194' I 1397.27EP 5 239B' S0.00' 1395.59s, I - PDC Site �� +�+ 6' I it 1402.29NG I2'-� I I 13225 UANIELSUN SL, SUIIL 200 POWAY, CA 92064 TEL: (858) 668-2828 Vicinity Map FAX: (858) 668-2827 r RESIDENCE �� o I '^yW o I l i N DIRT/BRU SH \* * 1406.91 TOP xI I Ze o II I I yn„II I 1 Loiy k�¢' 2� i 1404.95EP 1402.26NG CONSULTANT: 1391.64NTitle Report 6 � PREPAkEO BY FIDELITY NATIONAL TITLE COMPANY Ie 22W II ORDER NO.: 08-725116107-A-MH ro 2 7 1400.92NG I I 6 REPORT DATED: JUNE 25,2008 p 4 bVb�d` \ \\ I 1403.D7NGI x I CAL"A^A 1119 4 1No I Y'7,♦'7 U a 4jbJ 39B.4,NG I3 1 �I o SURVEYING, INC. : o Legal Description = m x x x x ^ol^I 411 Jenks Clr.,Sulte205,Corona,CA92880 i fI x x x ��'lA I N e III Phone:951-280.9960 Fax:951-280.9746 PARCEL 4 OF PARCEL MAP NO.BSBS,IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE, d f �AIN LINK FENCE x( Toll Free:800-CALVADA WWW.calvada.com STATE OF CALIFORNIA.AS SHOWN BY MAP ON FILE IN BOOK BOOK 38.PAGES 29 AND 30.IN THE # 1400.12TOP \�@ 91 11415.57NC pAf 1 i OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY.STATE OF CALIFORNIA. GRAPHIC SCALE 1393.56NG �d^N 1 1 .gh 1 JOB N0. 08311 30 0 15 30 PARCEL 4 \.Q aI I Spa A91i ° PARCEL W F, NO. 8535 \SjaN 1 1 N (i Assessors Parcel No. 1374,28NG FEET P.M.B. 35129-30 1414.07NGl t See Lease 3/B-O2O-039 A.P.N.J78-020-O39 w Area Detail POINT 'A' n m1 POlN7 'C LICENSURE: N .N4647',T51 1377.63NG 16.00' a Easements \ 1 PROPOSED E ,LAMB. /, CARCOTAINER 2? - S po D.py O V AN EASEMENT FOR ROAD AND INCIDENTAL PURPOSES.RECORDED OCTOBER 16,1962 AS � DIRT/N£EDSx18' 1♦4 A N INSTRUMENT NO.95741 O.R.(PLOTTED HEREON). pOINT 9" RO'(AL ST F c ., ----- LEASE AREA I i U.S.7780 ©AN EASEMENT FOR ROAD AND INCIDENTAL PURPOSES,RECORDED FEBRUARY 16,1965 AS 5 I ,,: Exp.12.3149 INSTRUMENT NO.17849 O.R.(PLOTTED HEREON). g It ( )AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES,RECORDED JUNE 14,1973 AS ____ INTRUMENT NO.77130 O.R.(DOES NOT AFFECT SUBJECT PROPERTY). ------ ------- 1376.64NG ©AN EASEMENT FOR COMMUNICATION SYSTEMS AND INCIDENTAL PURPOSES,RECORDED APRIL 72, �� - - - - - - - - - - - 1977 AS INSTRUMENT NO.62195 O.R.(PLOTTED HEREON). N4674'J5'W T- 5/J14' O9 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES,RECORDED JUNE 29,1979 AS Legend `� � REVISION: INSTRUMENT N0.136858 O.R,(PLOTTED HEREON). - ---- --- iD I"IRON PIPE - FS FINISH SURFACE ® GEODETIC COORDINATES EDGE OF PAVEMENT TAGGED"LS.3698" DATE; NO NATURAL GROUND Q TREE TW TOP OF WALL CHAIN LINK FENCE PIKE P.M.B.36/29-30 REVISION; "" DESCRIPTION; POWER POLE MONOPOLE ® IRRIGATE CONTROL VALVE r� RETAINING LOCK WALL TC TOP OF CURB J. BY; ® WATER VALVE __ E CENTER LINE PRO Access Easement Lease Area O SURVEY CONTROL POINT TOP TOP OF STRUCTURE O GUARORrY POSTLINE EP EDGE OF PAVEMENT E= CONCRETE PAVEMENT 08I23MODIT ACCESS EASLM),ryI 6 GEODETIC COORDINA7ES --- -- PRELIMINARY HN BEING A STRIP OF LAND 12.00 FEET IN WIDTH,WITHIN PARCEL 4 OF PARCEL MAP NO.8585,IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS SHOWN BY MAP ON FILE IN BOOK BOOK 36,PAGES 29 AND 30,IN THE OFFICE OF THE COUNTY RECORDER OF Profile Lease Area Detail I 1 `Ir01 T. OQ7 C-T1�LE REPORT I FINAL RIVERSIDE COUNTY,STATE OF CALIFORNIA,LYING 5.00 FEET ON EACH SIDE OF THE FOLLOWING 1 } ¢PROPOSED I2'ROYAL STREET "1 �. RG y DESCRIBED CENTERLINE: SOUTHWESTERLY ELEVATION(N.T.S.) SCALE: 1"=10' Vo-EXCYIW ACCESS£ASEMENII Q PROPOSED X i ✓ 1495.1' IN''I ROYAL STREET •. BEGINNING ON THE NORTHWESTERLY LINE OF SAID PARCEL,40.25 FEET NORTHEASTERLY FROM THE N I UTILITY EASEMENT 7``"Pl:r is I "'ilvl17IP008�7- 1494.2' 149a.0' 1414.3ONG PROPOSED 3' �� STRIP No.1 i PliCat2 `CLIENTS COMMENTS MOST EASTERLY CORNER THEREOF,THENCE S47'57'54"W,109.78 FEET;THENCE S42'09'03"W,47.87 1 o ro 1 ROYAL STREET I., nob/r it !Rd U FEET;THENCE S43'25'19"W,50.88 FEET;THENCE S46'47'35E,16.00 FEET TO A POINT HEREINAFTER " UTILITY EASEMENT REFERRED TO AS POINT"A"AND THE END OF SAID STRIP. I STRIP No. 1 Jn W 1 O 4677J5"W 1 I, cI 111 `n e THE SIDELINES OF SAID STRIP SHALL BE PROLONGED OR SHORTENED TO THE NORTHEASTERLY LINE 1 Q �+ EV 4.00' I I 01 �'1Ci„ nUing OF SAID PARCEL 4. 1 nr , U LEASE AREA 1451.28TOP ,h. 1 a i I ase 1418.06NG I '^ 1- POINT"C" urc/1 or1, CI Oil 81 aso' ,aso.9aioP i I Ih n,y,o, 01 th tni bt BEING A PORTION OF LAND WITHIN PARCEL 4 OF PARCEL MAP NO.8585,IN THE CITY OF LAKE 1 1 On tl@ Shell b� �: 1fI1j Pre Sl, aPPI:O ELSINORE,COUNTY OF RIVERSIDE.STATE OF CALIFORNIA.AS SHOWN BY MAP ON FILE IN BOOR LO TPB 1= I2.40 1419.04NG Bpi 8 '1ed BOOK 36,PAGES 29 AND 30,IN ME OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, 1�895• 1490.0' I 1 T S46'4Y35"E I SITE INFORMAL Of aVCh STATE OF CAUFORNIA,AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: O e g 1800' Pg I'd PROPOSED ROYAL SE BEGINNING AT POINT"A"AS DESCRIBED ABOVE: THENCE S43'12'25"W,6.00 FEET; THENCE 46<'J5 x g 18'x12'CEASE AREA :v g S46'47'35"E,12.40 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT"C";THENCE - �v S46'47'3VE,5,60 FEET;THENCE S4312'25"W,12.00 FEET;THENCE N46'47'35"W,18.00 FEET; N N46'47'J5"W N ' THENCE N43'12'25"E,3.0 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT"B"; THENCE 1 POINT"A" 250, ,T� - LA3407A N43'12"25"E,3.0 FEET TO THE POINT OF BEGINNING. �-WEEDS ••S ,... NT"" I � N468'47 5"W i �"•1 1428.10EP +-]� FIT CONTAINING 215 SQUARE FEET OF LAND. I - `" -- - I:- ,11R'l-. - ,420.18NG I 1427.O6NG ' ` ) ' i Crown Collocation 1426.47TW ICV PAC' S4614'55 f IIAIII-11 , / ` c C'$'79855 Alberhill Creek Utility Easement 1425.42NG PANEL PANEL {. \ BEING TWO STRIP OF LAND 3.00 FEET IN WIDTH,WITHIN PARCEL 4 OF PARCEL MAP NO.8585,IN 12.50' THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS SHOWN BY MAP ON 1t>f T�'• 17425 BAKER ST FILE IN BOOK BOOK 36.PAGES 29 AND 30.IN THE OFFICE OF THE COUNTY RECORDER OF 1416.48NG1`' RIVERSIDE COUNTY,STATE OF CALIFORNIA,LYING 2 FEET EACH SIDE OF THE FOLLOWING DESCRIBED Basis of Bearings 1432.35TOP GRBOOUXD� COOLER - � �`\ 1;♦`' LAKE ELSINORE,CA 92530 CENTERLINE: THE BEARINGS SHOWN HEREON ARE BASED UPON THE STATE 1419.32NG ,j\1 ;,.�)\V•x/ RIVERSIDE COUNTY STRIP No.1: PLANE COORDINATE SYSTEM OF 1983(NAD 03).CALIFORNIA ✓ BEGINNING AT THE POINT'B AS DESCRIBED ABOVE,THENCE N46'4735'W,250 FEET,THENCE ZONE 6. GONE CONT RACEWAY N43'12'25"W,17.00 FEET;THENCE N46'4T35"E 4.00 FEET TO THE END OF SAID STRIP ___------_ ___-- '� ..� _- __------. c _- - .. _ Bench Mark 1 1432.IOF5 U y SHEET TITLE: STRIP No 2 BEGINNING AT THE POINT"C"AS DESCRIBED ABOVE,THENCE N43'1225"E,34.50 FEET,THENCE 1g2g g57Ty 1428.791W fj THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE ' THE E D OF 19.77 FEET; THENCE N43'45'05"E,151.75 FEET;THENCE 578g1'46"E.3.53 FEET TO - 5 6- - - - - - - _ 1427.47NG 1423�B6NG ELEVATION SPATIAL REFERENCE CENTER C.O.R.S."MJPK", TOPOGRAPHIC THE END OF SAID STRIP. +'�} ELEVATION=5124.54 FEET(NAND 88). PROPERTY TINE .•'� ' Geographic Coordinates at Existing Monopole Date of Survey 4 SURVEY 1983 DATUM: LAINUDL: 33'41'48.47"N LONGITUDE: 117'21'23.09"W JUNE 20,200E EXISTING MONOPOLE ELEVATION: GEOGRAPHIC COORDINATES 1427.62NG CERTIFICATION: 1420.4 1422.36NG LH i. S�"41' " 1430.77NG 1434.63NG SHEET NUMBER; I HEREBY CERTIFY THAT THE LATITUDE AND LONGITUDE SHOWN ABOVE ARE ACCURATE TO WITHIN - ,(NAD 113) +/-15 FEET HORIZONTALLY AND THAT THE ELEVATIONS SHOWN ABOVE ARE ACCURATE TO WITHIN ILL ONG.- 117'214234/'23.09' +/-3 FEET VERTICALLY.THE HORIZONTAL DATUM(GEOGRAPHIC COORDINATES)IS IN TERMS OF - - THE NORTH AMERICAN DATUM OF 1983(NAD 83)AND IS EXPRESSED IN DEGREES('),MINUTES(') >i AND SECONDS("),TO THE NEAREST HUNDREDTH OF A SECOND.THE VERTICAL DATUM (ELEVATIONS)IS IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD BE)AND IS ` - L IS 1 DETERMINED TO THE NEAREST TENTH OF A FOOT. SHEET 1 OF 1 I SCALE NOTE: Royal Street IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE communications CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT California, IUC FROM ORIGINAL PLANS. 2913EL 913 EL CAMINO REAL, #561 GENERAL NOTES: TUSTIN, CA 92782 1. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS PROJECT INFORMATION: FACILITY CONSISTING OF INSTALLATION OF NEW ANTENNAS AND MICROWAVE ANTENNA MOUNTED ON EXISTING CROWN CASTLE LA-3407A MONOPOLE AND ASSOCIATED EQUIPMENT CABINETS ON THE s ti GROUND LEVEL ON A NEW CONCRETE PAD. CROWN COLLOCATION-879855 2. THE NEW FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE ALBERNILL CREEK POTABLE WATER OR SEWER SERVICE. 17425 BAKER STREET 3. THE NEW FACILITY IS UNMANNED AND IS NOT FOR HUMAN LAKE ELSINORE,CA 92530 HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 4• OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND CURRENT ISSUE DATE: INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY ROYAL STREET COMMUNICATION TECHNICIANS. O�/05��9 5. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS ZONING: M-1 PROPOSAL. APN: 378-020-038, 378-020-042 6. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT NEW. EXISTING POLE (#2113012E) ISSUED FOR: W/ NEW 0/H TRANSF. 7. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE [BY UTILITY] SCE POWER 100% CONSTRUCTION PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SOURCE FOR WIRELESS CARRIERS DRAWING B. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY BAKER STREET (UNPAVED ROAD) EXISTING VERIZON DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. _____ __ -_ _____-_-_ __-_-_- _-____ TELCO PEDESTAL REV.:=DATE:=DESCRIPTION: BY: 9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL (TELCO P.O.C) A 03/02/09 90% CONSTRUCTION JCC PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. EXISTING EXISTING DRAWING POLE STREET SIGN 100% CONSTRUCTION 10. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM EXISTING 0 03/05/09 DRAWING MI THE SITE ON A DAILY BASIS. PROPERTY LINE S46'14'05"E 184.14' PROPERTY LINE GATE PROPERTY LINE S46_14' [�'-----------'------ Jr----------- it 1 11. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM , r-•-•-'- •-•-•-•-•-•-,-•-,- -,-,_ I SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. r \ S43'44'24"Wi `-'� 1N423.94' SUBCONTRACTOR SHALL NOTIFY ROYAL STREET COMMUNICATIONS 23 94 I� OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR I \ 23.96' �_--_- ; I 'n -- PROCEEDING WITH CONSTRUCTION. zi •\ S46'15'36"E 4-- EXISTING i a SITE WORK GENERAL NOTES: J' \ EXISTING so.00' DIRT/WEEDS N RESIDENCE \ PLANS PREPARED BY: �I EW ROYAL STREET TELCO CONDUIT 1. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER ai avvh IN A S-O" WIDE EASEMENT, 3' UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED o' -/// FROM ON ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF al EXISTING \ BUILDING EXISTINGI CENTERLINE TO ADJACENT I PDC THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. CHAINLINK FENCE PROPERTY LINE (t210') i a EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN ' •� i y EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. ' •\ I N SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING I , I 13225 DANIELSON ST., SUITE 200 CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL I •\ I EXISTING ' POWAY, CA 92064 PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING i •\ I DIRT ROAD w TEL: (858) 668-2828 & EXCAVATION. el I i I J 1 FAX: (858) 668-2827 2. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND a, •� ' PROJECT SPECIFICATIONS. cv, �- EXISTING w ONSULTANT: DIRT/BRUSH � i NEW 12'-0" WIDE ROYAL STREET ACCESS EASEMENT 10 3. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER I i ,cl� REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW �I L- .-•-•-' i AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. NEW ROYAL STREET LANDSCAPING NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN ZI (24" BOX EUCALYPTUS TREE, TYP-6 GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED LOCATIONS) IN ANY FILL OR EMBANKMENT. i ' z 0 THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH I ZONING: M-1 NEW ROYAL STREET 1 x UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. i EXISTING PARCE 4 PROJECT LOCATION PARCEL MAP 0. 8585 — DRAWN BY: CHK. APV.: N ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER I CARGOTAINER ¢ � JCC DPL SAS UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, APN: 378-020-039 SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE ' LICENSER: DISCONTINUED ON POINTS WHICH WILL NOT INTERFERE WITH THE w' EXISTING EUCALYPTUS TREE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF zI TO REMAIN (TYP-3) ENGINEERING, OWNER AND/OR LOCAL UTILITIES. , �.� EXISTING �� _ J , inq DIRT/WEEDS 8. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND w NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE of �,�/� -oGly to 4 s , GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION a' _,....� N+es shall be _-`-- AS SPECIFIED IN THE PROJECT SPECIFICATIONS. ' _ ` 'c„l :;,�.' pli0 FESSIY long `----------------------------------- PROPERTY LINE c+ 9. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE PROPERTY LINE PROPERTY LINE N46'14'35'W 513.14' i DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED n azis z a DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE * EXP.fi-30-10 * LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. s Q il 10.ADD ELECTRICAL CONNECTIONS IN THE PUBLIC RIGHT OF WAY SHALL ZONING: RI f�rF OV F BE INSTALLED UNDERGROUND TO THE NEAREST UTILITY POLE. APN: 378-114-003, 387-114-064 11.NO WORK SHALL BE DONE WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT THE PRIOR APPROVAL AND PERMIT FROM THE �.�'• tr `�� ENVIRONMENTAL AND PUBLIC WORKS MANAGEMENT DEPARTMENT - I`t� ,•�J��l ADMINISTRATIVE SERVICES. ` SHEET.TITLE: 12.CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL DAMAGED OFFSITE ' IMPROVEMENTS CAUSED BY CONSTRUCTION, 13,NO CONSTRUCTION DEBRIS SHALL BE SPILLED OR STORED ONTO PUBLIC RIGHT-OF-WAY. NOTE: �,;1� y, SITE PLAN 14.NO RUNOFF SEDIMENT OR WASTES IS ALLOWED IN WATER LEAVING THE SITE. THE APPLICANT SHALL IMPLEMENT NPDES BEST MANAGEMENT PRACTICES DURING AND AFTER 15.ALL SITE UTILITIES SHALL BE CONSTRUCTED UNDERGROUND TO THE CONSTRUCTION TO PREVENT DISCHARGE OF POLLUTANTS NEAREST POLE. INTO THE CITY'S STORM DRAIN SYSTEM OR ADJACENT SHEET NUMBER: PROPERTIES. 16.ALL LABOR, EQUIPMENT AND MATERIAL REQUIRED FOR OFF-SITE IMPROVEMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER. 30' 0 30" SCALk. Aml SITE — 1/30„ = V-O" 1 SCALE NOTE: Royal Street IF DIMENSIONS SHOWN ON PLAN DO NOT CONTINUED ON SHEET A-1 Communications SCALE CORRECTLY, CHECK FOR REDUCTION CONTINUED ON SHEET A-1 OR ENLARGEMENT FROM ORIGINAL PLANS. California, LLC KEYED NOTES: 2913 EL CAMINO REAL, #561 g j\`j \\\\/\1 TUSTIN, CA 92782 NEW 12'x18' ROYAL STREET CMU a 18 !7�\/ \ 7 O7WALL EQUIPMENT ENCLOSURE i 20 WITHIN NEW 12'x18' LEASE AREA '�. PROJECT INFORMATION: (W/ NEW CLIMBING VINES) �%// vj�Y/ y LA-3407A O2 NEW ROYAL STREET CMU RETAINING WALL \ \ a1 �,\//\\,\ � �\\/ \/\\/� CROWN COLLOCATION-879855 1s /�\ ALBERNILL CREEK O3 NEW ROYAL STREET EQUIPMENT 2 \\\// /\//\\\/ //�\�//\\y//\\ \/\\\\\\j 22 _ CONCRETE PAD S-2 I %//\ \/ //\\///\�%//�\\y//� \\�//\//� 17425 BAKER STREET ONEW ROYAL STREET EQUIPMENT CABINET 2 LAKE ELSINORE,CA 92530 MOUNTED ON CONCRETE PAD A-3 CURRENT ISSUE DATE: ONEW ROYAL STREET BATTERY MOUNTED ON CONCRETE PAD CABINET ©NEW 24" BOX EUCALYPTUS TREE, TYP-6, 1 \/// � 18' / /�/ 03/05/09 (SEE A-1 FOR COMPLETE LOCATIONS) /V�%//` NEW ROYAL STR L-1 O7 EXISTING EUCALYPTUS TREE � O �,�/\�/ 13-10 \ \\\�\O� 2'_1p" i• ISSUED FOR: TO REMAIN (TYP-3) \�j;Q\ a fr/\ \\\ \\ 1 1 00% CONSTRUCTION ®NEW ROYAL STREET UTILITY LIGHT E-5 I�i /\ DRAWING (TYP-2) O9 NEW ROYAL STREET PPC CABINET 4 ////\ REV•:=DATE: DESCRIPTION: BY: E-5 O O � \\ 9 11 A 03/02/09 90% CONS1RUCHON JCC 10 NEW VERIZON NIU 4 i �V/\ Li 10 — DRAWING CABINET E-5 (\ A 14 / 0 03/05/09 DRAW CONSTRUCTION MI \ /`/� ---� -'-� _ '-� ,---� 2 0 � DRAWING (3 NEW VERIZON FLEX BET i CABINET E-5 \\//\ /�\ 12 NEW ROYAL STREET COAX CABLE 6 SUPPORT FRAME A$ O13 NEW ROYAL STREET POWER AND 7 TELCO STUB-UPS (TYP) E-6 �\�\/ \� PRIMARY PRIMARY GROWTH GROWTH ^I^ PLANS PREPARED BY: 14 NEW ROYAL STREET EQUIPMENT �\\/\\/ /\�\\� O ENCLOSURE CHAINLINK LID (PARTIALLY SHOWN FOR CLARITY) S-3 PDC 15 NEW 4'-0" WIDE ROYAL STREET 4 0 ACCESS GATE S-2 0 0 13 i 0 3 013225 UANIELSUN ST., SUITE 200 16 NEW ROYAL STREET GENERATOR 4 24 G` 12 �--�g POWAY, CA 92064 PLUG E-5 i N TEL: (858) 668-2828 `- ---------- ---------------------- -- 28 FAX: (858) 668-2827 17 NEW ROYAL STREET 120/240V 3W 4 29 CONSULTANT: 1PH 4-CLIP 200A METER E-5 27 18 EXISTING BOLLARD (TYP-5) 26 19 EXISTING 12"x24" HANDHOLE (POWER SOURCE) o 20 NEW ROYAL STREET POWER CONDUIT 7 ROUTED UNDERGROUND WITHIN 3'-0" E_g WIDE EASEMENT (APPROX. 25') 30 V) 21 EXISTING TELCO BOX z 22 NEW ROYAL STREET TELCO CONDUIT w ROUTED UNDERGROUND WITHIN 3'-0" E-6 WIDE EASEMENT (APPROX. 210') o ��0 31 23 EXISTING 22"x35" TELCO PULLBOX QZQ a� DRAWN BY: CHK.:=APV.: 2a EXISTING NEXTEL METER o Q y 33 25 EXISTING SPRINT METER JCC DPL SAS 26 EXISTING SPRINT GENERATOR RECEPTACLE - LICENSER: 27 EXISTING SPRINT POWER CABINET w �,q =iy 28 EXISTING SPRINT TELCO CABINET R 36 SECTOR 4' 2 i ---� + o r r✓ n,,, cl to O29 NEW CMU WALL PENETRATION e / l ,. 1e�., .1 DELTA AZ.=135° 7iu, n Ah;EXISTING CROWN CASTLE CMU WALL / q0, �,;,.,,, " QpOFESSIp o1lsof,� ENCLOSURE 34 31 NEW ROYAL STREET VERTICAL MTD. COAX CABLE TRAY W/COVER ROUTED ALONG EXISTING CMU WALL E5 `-' •"� O N.. 16 32 EXISTING NEXTEL RUBIX EQUIPMENT •6-3O-10 SHELTER MOUNTED ON CONCRETE PAD 33 EXISTING NEXTEL ICE BRIDGE 34 EXISTING 4'-0" WIDE CROWN CASTLE NOTE: WROUGHT IRON ACCESS GATE' 35 EXISTING SPRINT EQUIPMENT CABINETS THE AN AVAIL.ABLE�ON SR EIGATION O MOUNTED ON CONCRETE PAD DPRY NEW (6) ROYAL STREET PANEL ANTENNAS CON 36 FLUSH-MOUNTED AND PAINTED TO MATCH a RF SCHEDULE S CTOR-3 vv •o� +� t1 SHEET TITLE: EXISTING 75'-0" HIGH CROWN CASTLE A_3 Sp0° MONOPOLE SECTOR AZIMUTH CABLE LENGTH SIZE NO. OF COAX COLOR CODE 37 EXISTING SPRINT GPS ANTENNA 1 ALPHA 60' ±100' 7/8" 2 RED o 0 MOUNTED ON CMU WALL ENLARGED SITE NEW ROYAL STREET GPS ANTENNA MOUNTED 3 2 BETA 180, f100' 7/8" 2 BLUE 38 ON NEW ROYAL STREET ICE BRIDGE POST A-6 37 >, tlo, PLAN 3 GAMMA 300' t100' 7/8" 2 GREEN q NEW ROYAL STREET ICE BRIDGE PAINTED 1 4 DELTA 135' ±100' 7/8" 2 YELLOW 39 0_Q rN 39 TO MATCH EXISTING MONOPOLE A7 5 EPSILON 240' t100' 7/8" 2 WHITE Ci SHEET NUMBER: 40 NEW ROYAL STREET ICE BRIDGE 1 POST (TYP) 6 ZETA 350' ±100' 7/8" 2 PURPLE A-7 NEW ROYAL STREET 12'-0" WIDE " SEE CURRENT METRO PCS COAX LABELING AND 41 ACCESS EASEMENT AND SERVICE RET ANTENNA SETUP GUIDELINES FOR DETAILS. t27'-4" VEHICLE PARKING Am 2 ENLARGED SITE PLAN o 3' s' Do' 'SCALE 1 3/8" = 1'-0" „.-------'---- SCALE NOTE: NOTE: Royal Street IF DIMENSIONS SHOWN ON PLAN DO 1, PAINT ALL PROPOSED ROYAL STREET Communications NOT SCALE CORRECTLY, CHECK FOR ANTENNAS AND MOUNTING SUPPORTS TO California, LLC REDUCTION OR ENLARGEMENT FROM MATCH EXISTING MONOPOLE. ORIGINAL PLANS. 2913 EL CAMINO REAL, #561 2. NEW ROYAL STREET ANTENNA TUSTIN, CA 92782 RAD CENTERS ® 63'-0 PROJECT INFORMATION: LA-3407A CROWN COLLOCATION•879855 ALBERNILL CREEK 17425 BAKER STREET LAKE ELSINORE,CA 92530 CURRENT ISSUE DATE: NEW ROYAL STREET EQUIPMENT LEASE AREA 03/05/09 NEW ROYAL STREET PANEL ISSUED FOR: 16 ANTENNA FLUSH-MOUNTED 1 Z. 00% CONSTRUCTION ON EXISTING 75'-0” HIGH A$ O CROWN CASTLE MO(TMPPO6) a�g4�j DRAWING EXISTING SPRINT-NEXTEL REV.:=DATE:-=DESCRIPTION: BY: V-0" ANTENNAS MOUNTED O EXISTING A 03/02/09 D CONSTRUCTION dCC 5 11 HIGH CROWN DRAWING WN MONOPOLE DRA (4 PER SECTOR/2 0 03/05/09 DRA100%W CONSTRUCTION MI 15 8 DRAWING 9 10 DRAW NEW W ROYAL STREET 2 SECTORS TOTAL) `h ANTENNA MOUNT A-6 -10" h--T 17 A �GgMSFCr R�Y PLANS PREPARED BY: r—r 11 F °3ao° .. + 1 �.. p PRIMARY PRIMARY I GROWTH I I GROWTH OWTH DC w BATTERY EQUIPMENT EQUIPMENT BATTERY + N CABINET CABINET CABINET CABINET i /' 12 3 +T 1 1 ��� 13225 DANIELSON ST., SUIIL 200 J M POWAY, CA 92064 �+ .i_._.q•, TEL: (858) 668-2828 PRIMARY FAX: (858) 668-2827 SECTOR"2" W / SETA— AZ. 135° ONSULTANT: z o 15 17 I < < M + SECTOR B a KEYED NOTES: Zip,p1` • ` `.I 4 DRAWN BY: CHK.:=APV.: 4 �'� JCC D P L SAS 0EXISTING CROWN CASTLE IS NEW VERIZON FLEX BET E 5 LICENSER: CMU WALL ENCLOSURE CABINET 0 NEW CMU WALL PENETRATION e 11 NEW ROYAL STREET WALL EXISTING 75'-0" HIGH A-7 MOUNTED UTILITY RACK A_g O CROWN CASTLE MONOPOLE ---- Q S ori'y,. Oq ----- �9 O�'�t "� uas UWn bo vao�,',+�� ..r tl+,+ F•iu-:r..'�+Plical. 3 NEW 12'x18' ROYAL STREET 12 NEW ROYAL STREET EQUIPMENT __ _ __ - •�tll� 1 2 O CMU WALL EQUIPMENT ENCLOSURE S"2 O CONCRETE PAD S-2 F F ( , WITHIN NEW 12'x18' LEASE AREA ! Q JY\\ op1y0PESS/op P�ovislogs of suc (PAINTED WITH ANTI-GRAFFITI) 7 p g, � r." �(" 13 NEW ROYAL STREET POWER � ly:n N O � �✓ C ��/ No. 6 ^2' AND TELCO STUB-UPS (TYP) O4 NEW ROYAL STREET CMU e O �°�'��,. �� * P.6-30-10 RETAINING WALL S-2 6 Z 1` '`1' 14 NEW ROYAL STREET COAX CABLE 4 u) 1 / 9T �a O NEW 4'-0" WIDE ROYAL STREET e SUPPORT FRAME A-6 y EX T A Of p�1f 2 � f C PIP .Mdsa (TYP-4) ACCESS GATE S-2 co ,v 4 "'� �'•' 15 NEW ROYAL STREET UTILITY 4/ .3i PS3SERVICE LIGHTS, TYP-2NEW ROYAL STREET EQUIPMENT (SHALL BE SHIELDED ANDaENCLOSURE CHAINLINK LID DIRECTED ON-SITE SO AS E-5 ,.. (PARTIALLY SHOWN FOR CLARITY) NOT TO CREATE GLARE ONTO RF SCHEDULE - '` -r SHEET TITLE: 4 NEIGHBORING PROPERTY.) SECTOR AZIMUTH CABLE LENGTH SIZE N0. OF COAX COLOR CODE �`v ONEW ROYAL STREET 120/24R E_5 16 NEW CLIMBING IVY (TYP.) 8 I ALPHA 60' ±100' 7/8" 2 RED +� 3W 1PH 4-CLIP 200A METER O L 2 EQUIPMENT LAYOUT 4 NEW ROYAL STREET 2 BETA 135' t100' 7/8" 2 BLUE AND O PPC CABINET W/GEN. PLUG E-5 3 GAMMA 340' 3100' 7/8" 2 GREEN ANTENNA PLAN 17 NEW ROYAL STREET VERTICAL 2 4 MOUNTED CABLE TRAY 4 DELTA 180' ±100' 7/8" 2 YELLOW NEW VERIZON NIU A-7 I,-)CABINET E"5 5 EPSILON 1 240' t100' 7/8" 2 WHITE SHEET NUMBER: - 6 ZETA 1 300' ±100' 7/8" 2 PURPLE " SEE CURRENT METRO PCS COAX LABELING AND • RET ANTENNA SETUP GUIDELINES FOR DETAILS. EQUIPMENT LAYOUT 2' 0 2' SCALE3 1 ANTENNA PLAN 0.5' 0 1' 2' SCALE AL............. SCALE NOTE: Royal Street IF DIMENSIONS SHOWN ON PLAN DO NOT Communications SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. 2913 EL AMINO LL 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 PROJECT INFORMATION: EXISTING SPRINT-NEXTEL ANTENNAS MOUNTED EXISTING PIPE EXISTING PIPE EXISTING SPRINT-NEXTEL ANTENNAS MOUNTED w ON EXISTING CROWN CASTLE MONOPOLE MOUNT (TYP-4) MOUNT (TYP-4) ON EXISTING CROWN CASTLE MONOPOLE �� 07~ (4 PER SECTOR/2 SECTORS TOTAL) (4 PER SECTOR/2 SECTORS TOTAL) CROWN COLLOCATION•878835 TOP OF CROWN CASTLE MONOPOLE ALBERNILL CREEK TOP OF CROWN CASTLE MONOPOLE ELEV. 15'-0" ELEV. 75'-O"W 17425 BAKER STREET EXISTING SPRINT-NEXTEL EXISTING SPRINT-NEXTEL LAKE ELSINORE,CA 92530 ANTENNA RAD CENTERS ANTENNA RAD CENTERS ELEV. 73'-0" NEW ROYAL STREET PANEL ANTENNAS CURRENT ISSUE DATE: ELEV. 73'-0" FLUSH PAINTED TO EXISTINGCROWN T D CASTLE MONOPOLE (TYPT 6) A- m TOP OF NEW ROYAL in 03/05/09 TOP OF NEW ROYAL STREET ANTENNAS ELEV. 65'-4" STREET ANTENNAS ELEV. 65'-4" ISSUED FOR: NEW ROYAL STREET 100% CONSTRUCTION NEW ROYAL STREET PANEL ANTENNA RAD CENTERS PANEL ANTENNA RAD CENTERS_ DRAWING ELEV. 53'-0" ELEV. 63'-0" ' REV.:=DATE:DESCRIPTION: BY: A 03/02/09 90% CUNSIRUCIION dcG' DRAWING ROYAL STREET PANEL ANTENNAS 100% CONSTRUCTION FLUSH-MOUNTED AND PAINTED TO MATCH 0 03/05/09 DRAWING MI ��NEW EXISTING CROWN CASTLE MONOPOLE (TYP-6) NEW ROYAL STREET LANDSCAPING, PLANS PREPARED BY: SEE A-1 FOR COMPLETE LOCATIONS L-� (EUCALYPTUS, TYP-6) PDC NEW ROYAL STREET LANDSCAPING, 13225 DANILLSUN SI., sUi1E 200 SEE A-1 FOR COMPLETE LOCATIONS POWAY, CA 92064 (EUCALYPTUS, TYP-6) L-� TEL: (858) 668-2828 EXISTING EUCALYPTUS EXISTING CROWN EXISTING CROWN EXISTING EUCALYPTUS FAX: (858) 668-2827 TREE TO REMAIN (TYP-3) CASTLE MONOPOLE CASTLE MONOPOLE TREE TO REMAIN (TYP-3) CONSULTANT: NEW ROYAL STREET ICE NEW ROYAL STREET ICE _ o BRIDGE PAINTED TO MATCH BRIDGE PAINTED TO MATCH y� A•7 EXISTING CROWN CASTLE EXISTING CROWN CASTLE A-7 a _ MONOPOLE MONOPOLE .. Utz, 3 NEW ROYAL STREET NEW ROYAL STREET 3 tiq° - • � GPS ANTENNA GPS ANTENNA �} r �': DRAWN BY: CHK. APV.: - a A$ A-a JCC DPL SAS TOP OF NEW ROYAL TOP OF NEW ROYAL ° 'b� '2 � ^;✓'}a '.�} re LICENSER: STREET GPS ANTENNA STREET GPS ANTENNA t ELEV. 14'-8' ELEV. 14-8" 'Q � - + `¢•, " TOP OF NEW ROYAL TOP OF NEW ROYAL L '" STREET ICE BRIDGE STREET ICE BRIDGE ° k �;'wN0.r " „ _ u 1.. ..,,r. rm TOP OF EXISTING CROWN ° ' �'P ' "� ELEV. f13'-0' ELEV, t13'-0" ,, '' CASTLE CMUTOP OFEXISTENCLOSUURE„`" trtho�'r OFFSSO 7 a t basr ' ING CROWN CASTLE CMU ENCLOSURE �. � g�S' %a, EXISTING SPRINT-NEXTEL EXISTING CROWN CASTLE ar, ELEV. 9' ELEV. 9'-0" �cr. 11 At q"; ,� GPS ANTENNA CMU WALL ENCLOSURE 1 OF ENC.KOYA r\Ihority hr �� rr r.r STREETOP OT CMU ENCLOSURE 1 _ . NNam- S. � y +4- ,- _ STREET CMIJ'2 b LIRE uodesshaL S No. rfi uni d too ; NEW ROYALa - - TOP ELEV. 8'-0„ ;+ t c rovrsio ��r. EXISTING TELCO BOX EXISTING CROWN CASTLE 9 �ty``�;. ELE,.,a'-0" ' }A�Xp,6V30-t0�\* as of 9 CMU WALL ENCLOSURE EIST„WG TxLC��OX rf �t- Yw EXISTING BOLLARD (TYP-5) e>,I NG BOLLARD (1YP-5) GROUND LEVEL aGROUND,LEVELy1 ELEV. O'-0" ELEV. 0'-0" NEW 4'-0" WIDE ROYAL '{�� r SHEET TITLE: STREET ACCESS DOOR S 2 EXISTING SPRINT EXISTING 4'-0" WIDE CROWN CASTLE �y GENERATOR RECEPTACLE ENCLOSURE WROUGHT IRON NEW ROYAL STREET 12'x18' 8 NEW CLIMBING 4' NEW ROYAL STREET 12'x18" EXISTING SPRINT ACCESS GATE CMU EQUIPMENT ENCLOSURE S-2 L•2 IVY, (TYP.) CMU EQUIPMENT ENCLOSURE S-2 PANEL METER ELEVATIONS NEW ROYAL STREET 4 4 NEW ROYAL STREET GENERATOR RECEPTACLE E-5 E-5 4-CLIP 02 3W 1PH 4-CLIP 200A METER SHEET NUMBER: NORTH ELEVATION SOUTH ELEVATION Am4 3/16" — 7'-0" 3/16" 1' 0' GRAPHIC SCALE 4 0 4 8 SCALE: 3/16" 1'-0" SCALE NOTE: Royal Street IF DIMENSIONS SHOWN ON PLAN DO NOT Communications SCALE CORRECTLY, CHECK FOR REDUCTIONCalifornia, OR ENLARGEMENT FROM ORIGINAL PLANS. 2913 ELAMINOLL 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 PROJECT INFORMATION: EXISTING SPRINT—NEXTEL ANTENNAS MOUNTED EXISTING PIPE EXISTING SPRINT—NEXTEL ANTENNAS MOUNTED LA-3407A ON EXISTING CROWN CASTLE MONOPOLE MOUNT (TYP-4) ON EXISTING CROWN CASTLE MONOPOLE (4 PER SECTOR/2 SECTORS TOTAL) (4 PER SECTOR/2 SECTORS TOTAL) CROWN COLLOCATION-879855 ALBERNILL CREEK STOP OF CROWN CASTLE MONOPOLE TOP OF CROWN CASTLE MONOPOLE A ELEV. 75'-D" ELEV. 75'-0" 17425 BAKER STREET LAKE ELSINORE,CA 92530 EXISTING SPRINT—NEXTEL EXISTING SPRINT—NEXTEL ANTENNA RAID CENTERS ANTENNA RAID CENTERS CURRENT ISSUE DATE: ELEV. 73'-0' • - ELEV. 73—0 03/05/09 TOP OF NEW ROYAL TOP OF NEW ROYAL STREET ANTENNAS STREET ANTENNAS ISSUED FOR: ELEV. 65'-4" ELEV. 65'-4" 100% CONSTRUCTION NEW ROYAL STREET NEW ROYAL STREET PANEL ANTENNA RAD CENTERS PANEL ANTENNA RAD CENTERS DRAWING ELEV. 63'-0" ELEV. 63'-0" REV.:DATE:DESCRIPTION: BY: A 03/02/09 90% CONSTRUCTION JCC DRAWING NEW ROYAL STREET PANEL ANTENNAS NEW ROYAL STREET PANEL ANTENNAS 0 03/05/09 100% CONSTRUCTION MI FLUSH—MOUNTED AND PAINTED TO MATCH FLUSH—MOUNTED AND PAINTED TO MATCH DRAWING A-6 EXISTING CROWN CASTLE MONOPOLE (TYP-6) EXISTING CROWN CASTLE MONOPOLE (TYP-6) A-6 PLANS PREPARED BY: EXISTING CROWN EXISTING CROWN CASTLE MONOPOLE CASTLE MONOPOLE PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668-2828 NEW ROYAL STREET LANDSCAPING, 1 EXISTING EUCALYPTUS FAX: (858) 668-2827 SEE A-1 FOR COMPLETE LOCATIONS (EUCALYPTUS, TYP-6) L_1 TREE TO REMAIN (TYP-3) CONSULTANT: EXISTING EUCALYPTUS TREE TO REMAIN (TYP-3) NEW ROYAL STREET ICE 1 BRIDGE PAINTED TO MATCH A-7 EXISTING CROWN CASTLE MONOPOLE o o NEW ROYAL STREET ICE BRIDGE PAINTED TO MATCH EXISTING CROWN CASTLE A-7 3 NEW ROYAL STREET MONOPOLE CPS ANTENNA ,�°' XISTI R NTT--NEXTEL NEW OYAL ST EET 3 - DRAWN BY:—^HK.:=APV.: PS ANTENNA r PS ANTENNA A-6 - JCC DPL SAS TOP OF NEW ROYAL �� v TOP OF NEW ROYAL STREET GPS ANTENNA EXISTING CROWN CASTLE U SPRINT—NEXTE TREET GPS ANTENNA LICENSER: ELEV. 14'-8" ELEV. 14'-8" �I " WALL ENCLOSURE (BEYOND) � .GPS ANTENNA sEXISTING NEXTELEXISTIWN CASTLEo 7 TOP OF NEW ROYALic..; TOP OF NEW ROYAL ;PANEL METER _ STREET ICE BRIDGE CMU WALL ENCLOSURE y STREET ICE BRIDGE _ - ELEV. 313'-0' �¢. �••• '` XISTING SPRINT `` - ELEV. f13'-0" rr Yec r•. - q r �, n 1 PANEL METER �' --_ - „ru r � uues shah., �� q(F,�.I of rri -iHli u TOP OF EXISTING ADJACENT WALL _ — s� �✓ -r _ t rEXISTING SPRINT q; OF CROWN CASTLE CMU ENCLOSURE TOP OF NEW ROYAL ) g roy�sro 91 ,� "- - / GENERATOR RECEPTACLE hs of 'F ELEV. 9' 0" - _ - �� I STREET CMU ENCLOSURE ti C.��! � No, 0¢16 a su:;. ,.< NEW ROYAL STREET — — — — — _._.._.• ELEV. 6 0 " �xP 6-30-10 �r TOP OF NEW ROYAL l EXISTING BOLLARD a LANDSCAPING, L STREET CMU ENCLOSURE ® (TYP-5 (EUCALYPTUS, TYP-6) I 1 wA`r f OF CAUF� 1 NEW RO gYALCSTREE'f kF'>c�8 ELEV. 8'-0'• CMU. QUI ENT EtJCIbS�RE I S_2 GROUND LEVEL GROUND I,VEL ELEV. o'-O" ELEV. 0'-0" SHEET TITLE: NEW ROYAL STREET q - ' 120/240V 3W 'PH EXISTING TELCO BOX EXISTING SPRINT .,,,`lV� J 4—CLIP 200A METER E-5 (TELCO SOURCE) GENERATOR RECEPTACLE NEW ROYAL STREET 12'x18' NEW ROYAL STREET CMU EQUIPMENT ENCLOSURE S-2 E-5 GENERATOR RECEPTACLE ' "� ELEVATIONS NEW CLIMBING 8 IVY, (TYP.) L-z SHEET NUMBER: EAST ELEVATION WEST ELEVATION 3,16" 1,_G.. � - -r AmS GRAPHIC SCALE 4 0 4 8 SCALE: 3/16" _ 1'-0" NOTES: Royal street MODEL #: ANDREW - CM-606-48 1. THE ELEVATION AND LOCATION OF Communications CHAIN MOUNT THE CPS ANTENNA SHALL BE IN NEW CPS ANTENNA ACCORDANCE WITH THE FINAL RF California, LLC REPORT 2913 EL CAMINO REAL, #561 ITEM PART NO. DESCRIPTION OTY. WEIGHT 1 NEW ICE TUSTIN, CA 92782 1 CM.01 CHAINMOUNT ANCHOR 2 5.93 LBS 2. THE CPS ANTENNA MOUNT IS A-� BRIDGE POS2 CM.02 CHAINMOUNT SLIDER 10 5.42 LBS DESIGNED TO FASTEN TO A STANDARD BRIDGE PROJECT INFORMATION: 3 CM.03 CHAIN LOCK 2 0.27 LBS 1-1/4"0, SCHEDULE 40, GALVANIZED o LA•3407A 4 CM.04 1/2" RIGHT HAND THREAD JAW 2 0.55 LBS STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE NEW ANDREW CPS CROWN COLLOCATION•879835 5 GWL-04 1/2" GALV LOCK WASHER 2 0.01 LBS ANTENNA STEEL PIPE. THE PIPE MUST ANTENNA MOUNT 5 GN-04 1/2" GALV HEX NUT (C2) 2 0.04 LBS 8 NOT BE THREADED AT THE ANTENNA KIT #GP-S24 ALBERNILL CREEK 7 G40192 G-40 CHAIN 192" LONG 2 12.00 LBS MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM 17425 BAKER STREET 8 GUB-4240 1/2" X 2-1/2" X 4" GALV U—BOLT KIT 12 0.57 LBS OF 18") USING A HAND OR ROTARY 9 1 MT—XXX PLAIN END PIPE 2-3/8" OD (SEE TABLE) 6 22.00 LBS PIPE CUTTER TO ASSURE A SMOOTH LAKE ELSINORE,CA 92530 AND PERPENDICULAR CUT. A HACK PART NUMBER WEIGHT PIPE MOUNT CITY CHAIN CHAIN LENGTH 9 SAW SHALL NOT BE USED. THE CUT CURRENT ISSUE DATE: CM606-B 99 LBS NONE 0 04h192 16ft PIPE END SHALL BE DEBURRED AND CM608.46 201 LBS MT-650 6 G4-0.192 16ft SMOOTH IN ORDER TO SEAL AGAINST CM606-72 231 LBS MT-651 6 34-0.192 16ft THE NEOPRENE GASKET ATTACHED TO 1/2"0 COAX CABLE MINIMUM 03/05/09 THE ANTENNA MOUNT. BENDING RADIUS PER CM606-96 275 LBS MT651.96 6 G4-0.192 16ft MANUFACTURER'S STANDARD ISSUED FOR: 2 GPS ANTENNA SUPPORT 3 [_TF% CONSTRUCTION ® "� DRAWING MOUNT UNISTRUT TO CMU WALL WITH FRONT SIDE 3/8"o THREADED ROD WITH HILTI HIT HY REV.:DATE:=DESCRIPTION: BY: 150 MAX ® 24" O.C. (ICC-ESR #1967) 90% CONSTRUCTION WITH 3 1/2" (MIN.) EMBEDMENT DEPTH, A 03/02/09 DRAWING JCC 10.5" TYP. FIELD VERIFY "a o• . 0 03/05/09 DRAW CONSTRUCTION MI DRAWING 1 1....... .._l._... ....L.- ....UNISTRUT P1000T GALV......... .....1..-. 3 �- ¢-S p - 3/8'OTHREADED ROD WITH - o HILTI HIT HY 150 MAX TOP r " 1 (CC ESR #1967) 0 24 O.0 -' -- 5 6 7 I:. _.__ L L L L J - MODEL # L b PLANS PREPARED BY: ANDREW UMWD-03319—XDM n ' FREQUENCY RANGE: 1710-1880 MHz �_- _ -ao LL UNISTRUT P1000T (GALV) PD WEIGHT: 29 LBS 0 MHz 1920-2990 MHz 4 �..._ — UNISTRUT P10 OT GALV STANDARD MOUNTING HARDWARE: 600899A-2 COLOR: OFF WHITE r - _�. �.... ( '.) �..�.� 13225 DANItLSON Si., SUITE 200 -._,...1_...... .1 .. .1..... POWAY, CA 92064 TEL: (858) 668-2828 FAX: (858) 668-2827 ANTENNA DETAIL 1 ANTENNA MOUNT DETAIL 1 2 UTILITY RACK MOUNTED ON CMU WALL 4 ONSULTANT: 2'-0° _ MODCELL CABINET (1500 LBS) 2'-1�1 2'-11 3/8" 3'-4" MODCELL 4.0 SPECIFICATIONS (E) OR (N) UNISTRUT P1000T VERT. SUPPORT 0000000 -� UNISTRUT P1000T, SLOT CMU WALL (TYP.) WITH 1/2"0 HILTI HIT HY 150 DOWN, TYP-2. MAX ® 24" O.C. (ICC—ESR #1967, ® © CABINET DIMENSIONS: 2'-0' COAX CABLE, LTYP.ATE LARR #25652) WITH 3 1/2" (MIN.) DRAWN BY: CHK. APV.: HEIGHT: 75 in. (1905 mm) UNISTRUT END CAP, B WITH AP PEOCLAMP EMBEDMENT DEPTH, TYP. WIDTH; 35.4 in. (900 mm) JC,C DPL SAS DEPTH: 40 in. (1016 mm) o o SECTION.A_A,+ UNISTRUT P4000T .. o o HORIZONTAL SUPPORT, UNISTRUT P2234A TYP. LICENSER: To APPROXIMATE WEIGHT: BRACKET, TYP. 1500 Ibs, F6 (INSTALLED) ° ° ~ . o ... _......___._o CABINET OPERATING TEMPERATURE RANGE: COAX CABLE, TYP. ° ° ±24" +v s�� ".,.; 7' WITH APPROPRIATE `U too, ro ' —40'C TO 46'C — STANDARD MODEL PIPE CLAMP 1 2"O HILTI HIT HY 150 °po'ss slr;+O ' "u`""'• —40'C TO 52'C — HIGH TEMP MODEL / UNISTRUT END FRONT VIEW BACK VIEW . RIGHT SIDE VIEW LEFT SIDE VIEW MAX ® 24" O.C. (ICC—ESR UNISTRUT P2234A UNISTRUT P1000T VERT. # # ) CAP, TYP BRACKET, TYP. outs.' 10 SUPPORT (TYP.) WITH 1967, LARR 25652 "„�' _ g•: BATTERY CABINET AC/HEAT EXCHANGER 1/2"0 HILTI HIT HY 150 WITH 3 1/2" (MIN.) ,,.. `�' ^ s°FSur' (3322 LBS) 4'-0 3/8"' 4'-0 3/8' MAX ® 24" O.C. ° EMBEDMENT DEPTH, TYP. UNISTRUT P1000T, z I I (ICC-ESR #1967, ° - -- - ° SLOT DOWN, TYP-2. EXP.6V36-10 3'-2 3/8" 3-2 3/S' LARR #25652) WITH ° EBRE BATTERY CABINETSPECIFICATIONS 3 1/2" (MIN.) EMBED. UNISTRUT P1546 (TYP) -- — --- DEPTH, TYP. a UNISTRUT P1000T 1 2"O THRU BOLT `} l 'I CABINET DIMENSIONS: Z VERT. SUPPORT, TYP, / WITH WASHER, UNISTRUT P4000T HOR. TYP ��':�r HEIGHT: 80.57 in. 204.65 cm) SUPPORT WITH P4047 d UNISTRUT P1001'4 �1 a Ll - WIDTH: 36.00 in. 91.44 cm) FITTINGS, TYP. BRACING,-,'IYp— i° DEPTH: 48.38 in. 122.89 cm) A A APPROXIMATE WEIGHT: UNISTRUT 1/2"0 BOLTS SHEET TITLE: UNISTRUT P400000T H w 960 Ibs, (EMPTY) WITH SPRING CHANNEL SUPPORT WITH P4047 1" . 332LOAD (MAX WEIGH W/ FULL BATT. NUTS, TYP. —' '-'_`-- o FITTINGS, TYP. B COAX CABLE, TYP. C,1`w?` CONSTRUCTION CABINET OPERATING TEMPERATURE RANGE: WITH APPROPRIATE DETAILS `2 PIPE CLAMP �� ' -40-C TO 46-C FINISHED GRADE FRONT VIEW BACK VIEW RIGHT SIDE VIEW LEFT SIDE VIEW FINISHED GRADE SHEET NUMBER: ELEVATION SECTION"B-B" AM6 EQUIPMENT DETAIL 5 COAXIAL CONDUITS SUPPORT 6 I Royal Street PAR1S LIST-ANDREW/COMMSCOPE NOTE: ommunications ITEM PART NO. DESCRIPTION QTY. WEIGHT PART NUMBERS SHOWN ARE California, LLC 1 MF-130 DIRECT BURIAL PIPE COLUMN, 13'-4" 2 100.91 LBS ANDREW/COMMSCOPE ITEMS. MiNO REAL, #561 METRO PCS APPROVED EQUALS 2 TUSTI 2913 EL CA CA 9EAL, 2 WB-CY210 SAFETY GRATING 24" X 10' X 12 GAUGE 1 80.01 LBS MAY BE SUBSTITUTED. 2782 3 WBLB243.06 24" WAVEGUIDE BRIDGE SUPPORT BRACKET 2 12.72 LBS PROJECT INFORMATION: 4 WBK210BH HARDWARE KIT ITEM#5-18 1 LA-3407A 5 GUB-4356 1/2" X 3-5/8" X 6" CALM U-BOLT KIT 4 0.83 LBS A NOTE: 6 WB-JB-6 1/2" J-BOLT 4 0.49 LEIS ii WHEN CABLE TRAY COVERS ARE SPECIFIED, THEY SHALL BE CROWN COLLOCATION-879855 7 GWF-04 1/2" GALV FLAT WASHER 4 0.04 LBS INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION ALBERHILL CREEK PROCEDURES AND INSTRUCTIONS FOR 'HIGH WIND CONDITIONS'. 8 GWL-04 1/2" GALV LOCK WASHER 4 0.04 LBS THIS INCLUDES CONNECTOR TYPE AND SPACINGS. 17425 BAKER STREET 9 GN-04 1/2" GALV HEX NUT 4 0.14 Les B LAKE ELSINORE,CA92530 10 WBT243.01 VERTICAL TRAPEZE SECTION 3 2.55 LBS WIDTH AS • VERTICAL TRAY SHALL BE 11 WBT243.02 HORIZONTAL TRAPEZE SECTION 9 2.80 LBS SHOWN ON DWG. PAINTED TO MATCH BUILDING HOLD DOWN CLAMP SURROUNDING SURFACE CURRENT ISSUE DATE: 12 MT-387 SQUARE WASHER, 1h" X 1%" W/ 7/16" HOLE 18 0.11 LBS 5- ONLY AT SPECIFIC REQUEST 13 GB-03205 3/8" X 2" GALV BOLT KIT 9 0.08 LBS MOUNT TRAY TO UNISTRUT WITH OF LANDLORD 03/05/09 14 GWF-03 3/8" GALV FLAT WASHER 9 0.04 LBS 1/2" - 13 X 1 1/2" LONG GALVANIZED BOLTS, SPRING NUTS 15 GB-03105 3/8" X 1" GALV BOLT KIT 18 0.08 LBS P1010 & WASHERS ISSUED FOR: 16 PC-D34 PIPE CAP 3-1/2" 2 0.94 LBS CABLE LOADING DEPTH.RSUPPORT NCABLES 100% CONSTRUCTION 16 GROUND LEVEL WITH TIE WRAPS EVERY 4 FT. DRAWING 12 13 14 UNISTRUT P1000 EVERY 6' ON CENTER REV.:=DATE:DESCRIPTION: BY: 1'-0"0 (MIN.) CONCRETE PIER n 03/02/09 90% CONSTRUCTIONDRAWING JCC 3 sa (TYP PER PIPE COLUMN) MOUNT UNISTRUT TO BLDG. W/ 100% CONSTRUCTION 5 3/8"0 EXPANSION ANCHOR FOR FLANGED CABLE TRAY 0 03/OS/09 DRAWING MI ";_ CONCRETE WALL. (RAMSET/REDHEAD COVER WITH HEAVY o TRUBOLT OR EQUAL) (MIN EMB DUN COVER CLAMPS.DEPTH = 1 5/8") - J I� PLANS PREPARED BY: 10 ,5 ° o PDC DETAIL"A" DETAIL"B" 13225 POWAY,ANIELSOCA 920641TE 200 TEL: (858) 668-2828 ICE BRIDGE DETAIL 1 VERTICAL CABLE TRAY DETAIL A FAX: (858) 668-2827 !• CONSULTANT: CDRAWN BY: CHK. APV.: JCC DPL SAS LICENSER: co ics sliav 6p w!/J w Prf, appfic7�,, oQFyOFESSI "provisiorrs 00 sbiy w No.16 E%P.6-30-10 �► OFVAUF°���P C SHEET TITLE: .,` CONSTRUCTION DETAILS SHEET NUMBER: Am7 NOT USED S ................. Royal Street 1. GENERAL REQUIREMENTS 4. SUBSTITUTIONS C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 Communications AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH A. NO SUBSTITUTIONS ARE ALLOWED. THE DRAWINGS. CONDUCTORS #10 AWG AND SMALLER California, LLC THE LATEST RULES AND REGULATIONS OF THE NATIONAL SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER 2913 EL CAMINO REAL, #561 ELECTRIC CODE AND ALL STATE AND LOCAL CODES. 5. TESTS SHALL BE STRANDED. TYPE THHN INSULATION USED TUSTIN, CA 92782 NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE UNLESS CONDUCTORS INSTALLED IN CONDUIT EXPOSED TO CONSTRUED AS TO PERMIT WORK NOT CONFORMING TO THE A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR WEATHER, IN WHICH CASE TYPE THWN INSULATION PROJECT INFORMATION: MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE SHALL INSURE THAT ALL EQUIPMENT, SYSTEMS, SHALL BE USED. NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO FIXTURES, ETC., ARE WORKING SATISFACTORILY AND TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE THE INTENT OF THE DRAWINGS. D. PROVIDE GALVANIZED COATED STEEL BOXES AND LA-3407 CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT ACCESSORIES SIZED PER CODE TO ACCOMMODATE ALL IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT 6. PERMITS DEVICES AND WIRING. CROWN COLLOCATION-6798SS WHICH ARE AFFECTED. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT E. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE ALBERHILL CREEK B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO AND PAYING FOR ALL THE REQUIRED PERMITS, INSPECTION WITH WHITE FINISH (UNLESS NOTED BY 17425 BAKER STREET BIDDING AND CONSTRUCTION TO VERIFY ALL EXISTING AND EXAMINATION WITHOUT ADDITIONAL EXPENSE TO THE ARCHITECT/ENGINEER), 20 AMP, 125 VOLT, THREE WIRE CONDITIONS AND SHALL NOTIFY THE ARCHITECT OWNER. GROUNDING TYPE, NEMA 5-20R. MOUNT RECEPTACLE AT LAKE ELSINORE,CA 92530 IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. +12" ABOVE FINISHED FLOOR UNLESS OTHERWISE THE CONTRACTOR ASSUMES ALL LIABILITY FOR FAILURE 7. GROUNDING INDICATED ON DRAWINGS OR IN DETAILS. WEATHERPROOF CURRENT ISSUE DATE: TO COMPLY WITH THIS PROVISION. RECEPTACLES SHALL BE GROUND FAULT INTERRUPTER TYPE A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND WITH SIERRA #WPD-8 LIFT COVERPLATES.C. THE EXTENT OF THE WORK IS INDICATED BY THE APPROVED GROUNDING SYSTEM INCLUDING ELECTRODES, O3IO5IO9 DRAWINGS, SCHEDULES, AND SPECIFICATIONS AND IS ELECTRODE CONDUCTOR, BONDING CONDUCTORS, AND F. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SUBJECT TO THE TERMS AND CONDITIONS OF THE EQUIPMENT CONDUCTORS AS REQUIRED BY ARTICLE 250 OF SPECIFICATION GRADE WHITE (UNLESS NOTED OTHERWISE) CONTRACT. THE WORK SHALL CONSIST OF FURNISHING NATIONAL ELECTRICAL CODE. FINISH. MOUNT SWITCHES AT +48"ABOVE FINISHED ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES FLOOR. ISSUED FOR: NECESSARY FOR A COMPLETE AND OPERATIONAL B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES ELECTRICAL SYSTEM. THE WORK SHALL ALSO INCLUDE SHALL BE METALICALY JOINED TOGETHER TO PROVIDE G. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH 1 00% CONSTRUCTION THE COMPLETION OF ALL ELECTRICAL WORK NOT EFFECTIVE ELECTRICAL CONTINUITY, ANTI—BURN SOLDERLESS COMPRESSION APPROVED FOR MENTIONED OR SHOWN WHICH ARE NECESSARY FOR COPPER CONDUCTORS, COPPER BUS BARS, FULL SIZED DRAWING SUCCESSFUL OPERATION OF ALL SYSTEMS. C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A NEUTRAL BUS, GROUND BUS AND EQUIPPED WITH QUICK— NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED MAKE QUICK—BREAK BOLT—IN TYPE THERMAL MAGNETIC D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE GROUNDING CONDUCTOR HAVING GREEN INSULATION. CIRCUIT BREAKERS. MOUNT TOP OF THE PANELBOARDS AT REV.:DATE=DESCRIPTION: BY: AND OPERATIONAL SYSTEM, WHICH INCLUDES THE COST FOR THE GROUND CONDUCTOR SHALL BE PROPERLY 6'-3" ABOVE FINISHED FLOOR. PROVIDE TYPEWRITTEN 90% CONSTRUCTION MATERIAL AND LABOR. CONNECTED AT BOTH ENDS TO MAINTAIN ELECTRICAL CIRCUIT DIRECTORY. A 03/02/09 DRAWING JCC CONTINUITY. E. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS H.ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER 0 03/05/09 100% CONSTRUCTION MI IMPORTANT AS THE OPERATION. DEFECTIVE OR DAMAGED D.REFER TO GROUND BUS DETAILS. PROVIDE NEW ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING DRAWING MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO GROUND SYSTEM COMPLETE WITH CONDUCTORS, RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT FINAL ACCEPTANCE IN A MANNER ACCEPTABLE TO OWNER GROUND ROD AND DESCRIBED TERMINATIONS. TO WHICH THEY MAY BE SUBJECTED. AND ARCHITECT/ENGINEER. E. ALL GROUNDING CONDUCTORS SHALL BE SOLIDINNED COPPER AND ANNEALED #2 UNLESS NOTED OTHERWISE. I. GROUND RODS SHALL BE COPPER GLAD STEEL, ROUND F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE AND 10' LONG. COPPERWELD OR APPROVED EQUAL. - -- PROGRESS OF THE WORK WILL PERMIT. ARRANGE ANY OUTAGE OF SERVICE WITH THE OWNER AND BUILDING F. ALL NON—DIRECT BURIED TELEPHONE EQUIPMENT MANAGER IN ADVANCE. MINIMIZE DOWNTIME ON THE GROUND CONDUCTORS SHALL BE #2 STRANDED, 10. INSTALLATION BUILDING ELECTRICAL SYSTEM. THHN (GREEN) INSULATION. -- PLANS PREPARED BY: G. THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS G. ALL GROUND CONNECTIONS SHALL BE MADE WITH A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL CONTRACT SHALL BE DELIVERED IN PROPER WORKING CONNE TOR COMPRESSION SYSTEM BTHER EQUIPMENT, FIXTURES, BOXES, PANEL, ETC., SUPPORT PDC ORDER. REPLACE, WITHOUT ADDITIONAL COST TO THE CONNECTORS EXCEPT WHERE NOTED OTHERWISE. LUMINARIES FROM UNDERSIDE OF STRUCTURAL CEILING, OWNER, ANY DEFECTIVE MATERIAL AND EQUIPMENT WITHIN EQUIPMENT SHALL BE BRACED TO WITHSTAND ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. HORIZONTAL FORCES IN ACCORDANCE WITH STATE AND LOCAL CODE REQUIREMENTS. PROVIDE PRIOR ALIGNMENT H. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED AND LEVELING OF ALL DEVICES AND FIXTURES, 13225 DANIELSON ST., SUITE 200 DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, POWAY, CA 92064 ARCHITECT/ENGINEER FOR CLARIFICATION OR CORRECTION NOTIFY THE OWNER FOR FUTURE INSTRUCTION ON B. CUTTING, PATCHING, CHASES, OPENINGS: PROVIDE TEL: (858) 668-2828 BEFORE CONSTRUCTION, METHODS FOR REDUCING THE RESISTANCE VALUE. LAYOUT IN ADVANCE TO ELIMINATE UNNECESSARY FAX: (858) 668-2827 SUBMIT TEST REPORTS AND FURNISH TO SMART SMR CUTTING OR DRILLING OF WALLS, FLOORS CEILINGS, ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED AND ROOFS. ANY DAMAGE TO BUILDING STRUCTURE OR I. "PROVIDE": INDICATES THAT ALL ITEMS ARE LA CE.BE WORK". EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. ONSULTANT: FURNISHED, INSTALLED AND CONNECTED IN PLACE. OBTAIN PERMISSION FROM THE ARCHITECT/ENGINEER J. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING S. UTILITY SERVICE BEFORE CORING. PERMITS AND PAY ALL REQUIRED FEES. A. TELEPHONE AND ELECTRICAL METERING FACILITIES C. IN DRILLING HOLES INTO CONCRETE WHETHER FOR 2. EQUIPMENT LOCATION SHALL CONFORM TO THE REQUIREMENTS OF THE FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS SERVING UTILITY COMPANIES. CONTRACTOR SHALL THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, A. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED VERIFY SERVICE LOCATIONS AND REQUIREMENTS. ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS LOCATIONS OR ARRANGEMENTS OF CONDUIT RUNS, SERVICE INFORMATION WILL BE FURNISHED BY THE AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, OUTLETS, EQUIPMENT, ETC., AND ARE TO BE FOLLOWED SERVING UTILITIES. CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. AS CLOSELY AS POSSIBLE. PROPER JUDGMENT MUST BE B. CONFORM TO ALL REQUIREMENTS OF THE SERVING D. LOCATION OF TENDONS AND/OR REINFORCING STEEL EXERCISED IN EXECUTING THE WORK SO AS TO SECURE UTILITY COMPANIES. ARE NOT DEFINITELY KNOWN AND THEREFORE, MUST BE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SEARCHED FOR BY APPROPRIATE METHODS AND SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO EQUIPMENT VIA X—RAY OR OTHER DEVICES THAT CAN DRAWN BY: CHK. APV.: SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURE 9. PRODUCTS ACCURATELY LOCATE THE REINFORCING AND/OR STEEL CONDITIONS ENCOUNTERED. A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH TENDONS. JCC DPL SAS B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR THE NEC, ANSI, NEMA, AND THEY SHALL BE U.L. ARRANGEMENTS ARE NECESSARY, DUE TO FIELD LISTED AND LABELED. E. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE LICENSER: CONDITIONS IN THE BUILDING CONSTRUCTION OR STOPPED IN ACCORDANCE WITH THE REQUIREMENTS REARRANGEMENT OF FURNISHINGS OR EQUIPMENT, SUCH B. CONDUIT: OF THE U.B.C. CHANGES SHALL BE MADE WITHOUT COST, PROVIDING 1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ZINC COATED WITH ZINC INTERIOR AND SHALL BE �. ETC., AND WORK DIRECTLY CONNECTED TO THE SAME IS USED WHEN INSTALLED IN OR UNDER CONCRETE 11. PROJECT CLOSEOUT s�.` - y INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ply lo' .,(� it 4 ROADWAYS, IN MASONRY WALLS OR EXPOSED ON A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, d C. LIGHTING FIXTURES ARE SHOWN IN THEIR APPROXIMATE BUILDING EXTERIOR, RIGID CONDUIT IN CONTACT SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING �`°' �yFE5S1[) r P�°�uui Ij'a' able LOCATIONS ONLY. COORDINATE THE FIXTURE LOCATION WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO O ! 'uy;s1°; t WITH MECHANICAL EQUIPMENT TO AVOID INTERFERENCE. HUNTS WRAP ROCESS NO. 3. PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS �h'"� �yi ° such RESULTING FROM WORK AND LEAVE WORK IN A w" No.E10995 D. COORDINATE THE WORK OF THIS SECTION WITH THAT OF 2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. COMPLETE AND UNDAMAGED CONDITION. z ALL OTHER TRADES. WHERE CONFLICTS OCCUR, CONSULT LABEL, FITTINGS SHALL BE COMPRESSION WITH THE RESPECTIVE CONTRACTOR AND COME TO TYPE. EMT SHALL BE USED ONLY FOR B. PROVIDE PROJECT MANAGER WITH ONE SET OF r INTERIOR RUNS. COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT r� AGREEMENT AS TO CHANGES NECESSARY. OBTAIN WRITTEN ..0',.� ACCEPTANCE FROM ARCHITECT/ENGINEER FOR THE THE COMPLETION OF THE JOB, SHOWING ACTUAL PROPOSED CHANGES BEFORE PROCEEDING. 3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. DIMENSIONS, ROUTINGS AND CIRCUITS.LIS ,,� ^;�•. 3. SHOP DRAWINGS ` BYTCODE.ED BEFITTINGS SHALL BEL AND MAY BE WHERE OR ERPERMITTED C. ALL BROCHURES, OPERATING MANUALS, CATALOG, SHOP "SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT. DRAWINGS, ETC., SHALL BE TURNED OVER TO OWNER ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH AT JOB COMPLETION. `r A. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS TO THE \.,,. \r ARCHITECT FOR APPROVAL WITHIN 35 DAYS OF AWARD OF SHALL HAVE FULL SIZE GROUND WIRE. f �` �.-- SHEET TITLE: CONTRACT, SHOP DRAWINGS SHALL BE SUBMITTED IN A �.+ COMPLETE BOUND MANUAL INCLUDING LIGHT FIXTURES, 4. CONDUIT RUNS MAY BE SURFACE MOUNTED IN � � SERVICE METERING, TRANSFER SWITCH, PANELBOARD, AND CEILING OR WALLS UNLESS INDICATED OTHERWISE ..,.-,`� DISCONNECT SWITCHES. THE CONTRACTOR SHALL VERIFY CONDUIT INDICATED SHALL RUN PARALLEL OR AT �t�S�` /,,.err /, DIMENSIONS OF EQUIPMENT TO INSURE THAT THEY FIT IN RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. '� ,r ELECTRICAL ALL THE DESIGNATED AREA AND COMPLY WITH REQUIREMENTS WTHIFY ARCHATECT PRIOR TEXCT OUTINGO OF NGSED CONDUIT 1ti`\� OF ALL APPLICABLE CODES FOR REQUIRED WORKING ^,V :' ..' ` GENERAL NOTES CLEARANCES ABOUT ELECTRICAL EQUIPMENT PRIOR TO ALL UNDERGROUND CONDUITS SHALL BE PVC SUBMITTING SHOP DRAWINGS FOR APPROVAL. DEPARTURE 5. FROM THE ABOVE WILL RESULT IN RE—SUBMITTAL AND SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A DELAYS. MINIMUM DEPTH OF 24" BELOW GRADE. 1""` HET NUMBER: 6. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE. 7. CONDUITS RUN ON ROOFS SHALL BE INSTALLED ON 4 X 4 REDWOOD SLEEPERS, 6'-0" ON CENTER, SET IN • NON—HARDENING MASTIC. ELECTRICAL GENERAL NOTES 1 ................. i SCALE NOTE: Royal Street IF DIMENSIONS SHOWN ON PLAN DO NOT Communications SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. TO (E)PEDESTAL California, LLC TELCO PEDESTAL (TELCO P.O.C.) 2913 EL C REAL, #561 TUSTIN, CA CA 92782 PROJECT INFORMATION: LA-3407A CROWN COLLOCATION-878855 NEW ROYAL STREET 12'—o" I ', ' ALBERNILL CREEK17425 BAKER STREET WIDE ACCESS EASEMENT AND 1 SERVICE VEHICLE PARKING 1 1 v I � �a �;, � LAKE ELSINORE,CA 92530 a ' CURRENT ISSUE DATE: 03/05/09 z I 1 8 NEW ROYAL STREET TELCO 1 (E) ELEC. CONDUITS CONDUITS WITHIN 3' WIDE ISSUED FOR: A-1 E-6 FROM SCE POLE 1 EASEMENT [RUN= ±220-1 ` NEW ROYAL STREET POWER g A-1 # #2113012E w 100% CONSTRUCTION CONDUITS WITHIN 3' WIDE DRAWING EASEMENT [RUN= t23'1 E__ I 4 REV.:DATE:=DESCRIPTION: BY: O i i \ S i A 03/02/09 DRAW NGNSTRUCTION JCC (E) 12"x24" SCE HANDHOLE 1! "MA \ I 0 03/05/09 100% CONSTRUCTION MI (POWER SOURCE) 1 i ° DRAWING t ,T NEW ROYAL STREET (E) ELEC. CONDUITS 1 E-3 EQUIPMENT LEASE AREA TO (E) ELEC. METERS � �` ,� i 1 NEW ROYAL STIR AREA Ll — 1 PLANS PREPARED BY: (E) TELCO PDC Q I _0 W 0 (E x35 , - y 13225 DANIELSON S1., SUIfL 200 0 PULLBOX POWAY, CA 92064 TEL: (858) 668-2828 FAX: (858) 668-2827 (E) NEXTEL METER PRIMAR I RIMARI GROWTF� GROWTH! N G °�"�' I z > IBATTERI� I EQUIP.I IEQUIP.I BATTERII _ •CABIN ET ABINET ABINET I CABINETS a 1 CONSULTANT:-- 0 1 _ I (E) SPRINT METER i 1 ,r . I/ ------------ i z 1 '" A O ' vr 0 NEW CONTROLLER v 1 (E) NEXTEL RUBIX I DRAWN BY: CHK.:=APV.: NEW 24" BOX 1 CABINET 7 ' JCC DPL SAS EUCALYPTUS TREE, TYP-6) L-1 N + z 7 I LICENSER: � 1 - o Q ,1 SECONDARYo� i I (E) CONCRETE n 1. h, 1 ..'L 7 1 M1 .... O // �� DELTA Az.=135- N i SWALE �niltp�e$�rac�ur,l •, t y �OFESSION FfDVI$011S give 1 ,tF �such(E) (E) N toss z SPRINT SPRINT SPRINT CABINET CABINET CABINET (E) CROWN CASTLE CMU WALL ENCLOSURE DaM ,yeti �� ( SPRI T/NE EL ,.r ,- ,.�5�,•' �-• NTENN S (Ty A / A 6.. E 6 ~7 A-8 3 FA NTEDMOU ME C A EXIST G SHEET TITLE: -,___._---- NEW ROYAL STREET GPS 3 11� 1 _ 1 +'` ANTENNA MOUNTED ON 1 NEW ICE BRIDGg�A5'f' �., MONO P E (TYP 6) - ELECTRICAL SITE PLAN EW +` L. VALV 1v ---—=—_-----------—----�=_�--—-- --- SHEET NUMBER: PROPERTY LINE SGALL Em2 ELECTRICAL SITE PLAN 4 ° —4 1/4" _ , _° 1 k SCALE NOTE: 6'-0" ____ NOTE: Royal Street NEW ROYAL STREET EQUIPMENT LEASE AREA - IF DIMENSIONS SHOWN ON PLAN DO 24 EXISTING ANTENNAS BY OTHER ,.. Communications NOT SCALE CORRECTLY, CHECK FOR p� �n CARRIER ARE NOT SHOWN FOR j REDUCTION OR ENLARGEMENT FROM � V_>7J6 '� ��"�$� '� Q� QY� CLARITY. Ca�//Orrl/C�Ij LLC ORIGINAL PLANS. --.. .... - ---. TO NEW GROUND 2913 EL CAMINO REAL, #561 BARS AT BOTTOM 4 OF MONOPOLE TUSTIN, CA 92782 11 3 :��• �, PROJECT INFORMATION: 5 8 1 ��y ,ti ti LA-3407A 6 8 9 l NEW ANTENNA 4 4 "8 965 KEYED NOTES: �--=-' �'-' -------- S GROUND BAR E-8 COLLOCATION CROWN 7 5 -_.I'—'7' ... L i Q .�•,,. `.. •`�.• ALBERHILL CREEK O1 EXISTING CROWN CASTLE }/ I ///�" // -' I // -�.22 3 NEW ROYAL STREET ANTENNA CMU WALL ENCLOSURE / / / / I-- I J _.i•N E� GROUND BAR MOUNTED AT 17425 BAKER STREET /I TOP OF MONOPOLE (TYP-3) LAKE ELSINORE,CA 92530 O2 NEW CMU WALL PENETRATION e / W J I w ', + \•�� NEW 12'x18' ROYAL STREET A-� I , ,, CURRENT ISSUE DATE: CMU WALL EQUIPMENT ENCLOSURE o o 3 WITHIN NEW 12'08' LEASE AREA 1 . ... ........_ .... - ._ I :•.'•'� O(PAINTED WITH ANTI-GRAFFITI) S-2 PRIMAXY t PRWIMARY/ t GROWTH t GROWTH 17 C IF EgUIPM NT EQUIPMENT •e�. 03/05/09 C + E Y I ABI I CABINET I BATTERY '• •. •' ABINfT (BTS #2) CABINETI TOP ISSUED FOR: O4 NEW ROYAL STREET CMU 100% CONSTRUCTION RETAINING WALL S-2 f t yy O W I/1 ° ° 15 i6 I ,� W TO NEW GROUND DRAWING / .. _ _ z BARS AT TOP 5 NEW 4'-0" WIDE ROYAL STREET 12 I I •• O 13 12 24 Q EV. DATE:DESCRIPTION: BY: O ACCESS GATE E'B / I I •. I I r NEW ROYAL STREET OF MONOPIN � 4 I TO GROUND RING 20 •-• •♦I-• rr #•- •-•-•N••- 3 4 ® EQUIPMENT AREA 90% CONSTRUCTION .. GROUND BAR MOUNTED A 03/02/09 JCC 6 NEW ROYAL STREET EQUIPMENT e 14 25 2 I 19 AT BOTTOM OF MONOPOLE E-6 '� TT � I I e DRAWING O ENCLOSURE CHAINLINK LID S-3 - _... ... ......._ _......._... __._....- _. ..�._. -...--- �' I I• '�I i _ 0 03/05/09 p CONSTRUCTION MI 00% CON (PARTIALLY SHOWN FOR CLARITY) } DRAWING e O j '7 NEW ROYAL STREET 120/240V ? 3W iPH 4-CLIP 200A METER E-5 2 TO TOWER 1 21 GROUND RING .� ®NEW ROYAL STREET 4 r PPC CABINET W/GEN. PLUG E"5 I 1 e (E) IN GROUUNDND RING ... v v � PLANS PREPARED BY: O9 NEW VERIZON NIU 4 13 NEW ROYAL STREET POWER 17 NEW GROUND 4 21 #2 AWG BARE SOLID 25 NEW ROYAL STREET UTILITY 1 ' CABINET E'S AND TELCO STUB-UPS (TYP) E-6 RING (TYP) TINNED COPPER GROUND SERVICE LIGHTS, TYP-2 WIRE (TYP. 2) (SHALL BE SHIELDED AND g45 4 6 1 DIRECTED ON-SITE SO AS (E) MONOPINE GROUND + 10 NEWCAB VTRIZON FLEX BET E_5 14 SNE UPPDC PORTAFRAMEEET COAX CABLE A$ 18 (NTMP)GROUND ROD E 6 22 OAUTTLIINE OF CONCRETE NOT TO CREATE GLARE ONTO ROD (TYP) , e e NEIGHBORING PROPERTY.) / / 1322b UANILLSUN ST., SUIIE 200 4 3 6 3 / POWAY, CA 92064 11 NEW ROYAL STREET WALL e 15 NEW ROYAL STREET e 19 NEW GROUND ROD 23 NEW ROYAL STREET COAX e ti.\ _ _ TEL: (858) 668-2828 MOUNTED UTILITY RACK A-6 MASTER GROUND BAR E-s WITH TEST WELL E-6 CABLES ROUTED ALONG Ev` EXISTING CMU WALL (E) TOWER GROUNDING FAX: (858) 668-2827 12 NEW ROYAL STREET EQUIPMENT 2 i6 CABINET GROUND 4 5 20 #2 AWG SOLID BCW 24 NEW CLIMBING IVY (TYP.) 8 (TYP-2) CONCRETE PAD S-2 (TYP 2 PER CABINET) E'S GROUND WIRE (TYP) L-2 BOTTOM ONSULTANT: EQUIPMENT GROUNDING PLAN 2' 0 2'1 SCALE 1 ANTENNA GROUNDING PLAN 2' 0 2' SCALE 2 mw%nvm -... ._ 1/2" _ 1'-0" .. 1/2" = 1'-0" 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING ---ANTENNAS PER PLAN INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING TO SITE MONOPOLE (QUANTITY/CONFIGURATION VARIES) CONDITIONS. PER PLAN 2. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER WIRE CABLE ENTRY/EXIT \\\ UNLESS OTHERWISE NOTED. PORT, TYP. NOTES: 3. GROUND BAR LOCATED IN BASE OF EQUIPMENT WILL BE PROVIDED, 1. THIS IS A DIAGRAMMATIC REPRESENTATION ONLY. SEE GROUNDING FURNISHED AND INSTALLED BY THE VENDOR, oZ PLAN FOR SITE-SPECIFIC GROUNDING LAYOUT AND COMPONENTS. DRAWN BY: CHK.:APV.: 4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, ABOVE GRADE 1/4"X4"X12" CONNECTIONS: EXOTHERMIC WELD TYPE. �\ k Ar ANTENNA GROUND BARS PER PLAN 2. SEE GROUND NOTES FOR ADDITIONAL INFORMATION. 5. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR ��(QUANTITY/CONFIGURATION VARIES) 3. USE #2/0 AWG, BTCW FOR GROUND LEADS FROM BUS BARS TO JCC DPL SAS 6" MINIMUM BELOW THE FROST LINE. J _ - 5 /4" 6. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" 1/4"X4"X1 1/4"X4"X12" GROUND RING. LICENSER: FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. / /� 4. USE #2 AWG, BTCW FOR BURIED GROUND LOOP AND GROUND 7. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A LEADS. j� ""i'• COLD GALVANIZED SPRAY. / 1 11 ho"01 I MTD ON ICE G/4a4IX24E0.) BRIDGE POST GPS ANTENNA0 MONOPOLE) E-2 E-6 5 CONDITIONTHE S. AND SIZE OF GROUND BARS USED MAY PER SITE `easf ljbey.� '.ur�`1n• -n;,�� of fh�on 1 u d io 8. GROUND BARS: A. EQUIPMENT GROUND BUS BAR (EG8) LOCATED AT BOTTOM OF ANTENNA J OFESsi pov Um d"o�d6le POLE/MAST FOR MAKING GROUNDING JUMPER CONNECTIONS TO COAX #2 AWG SOLID BTCW SURGE ��'.� QS� oNAYP I�3 �88ch FEEDER CABLES SHALL BE FURNISHED AND INSTALLED BY ¢ (NP-2) PROTECTOR ELECTRICAL CONTRACTOR. JUMPERS (FURNISHED BY OWNERS) SHALL BE INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. I I COAX B. MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO SUPPORT .f. SERVICE EQUIPMENT CABINET(S) SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL FRAME r,,� ,.:�` S CONTRACTOR. BATTERY FLEXENT FLEXENT BATTERY PPC s.,`'" ,SWITCH I CABINET COAX GND, CABINET CABINET CABINET ELEC. ` � y 9. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY PRI. KIT "BTS #1" "BTS #2" GROWTH CABINET r"`W'[ +X1w-� ✓ ELECTRICAL CONTRACTOR. GB SURGE e �•-" 4�y\N �Q--�IN X4"1/4" X24" \ r\ '✓ 10. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL E-8 DDua v� \ SERVICE GROUNDING. GBd3 I T. 1/4"X4"X24" MAST�fR GB TRAWWO W) 11. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S 1/4'X4"X24" °°°°°°°°°°°°°°° ROH �' .e' RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). e C6N N 1 SHEET TITLE: 12. IF EQUIPMENT IS IN A C.L. FENCE ENCLOSURE, GROUND ONLY CORNER E-6 I R COAXIAL CABLE 3 PADS• 11 POSTS AND SUPPORT POSTS OG GATE. IF CHAIN LINK LID IS USED, THEN 1 I PER PLAN, TYP. ' GROUND LID ALSO. 13, GROUNDING ® PPC CABINET SHALL BE VERTICALLY INSTALLED. FIN. GRADE I .� 1 I _ -� i •INISH�GR, v r y 11 EQUIPMENT AND I I I F 14. ALL GROUNDING FOR ANTENNAS SHALL BE CONNECTED SO THAT IT WILL " I ANTENNA GROUNDING BY-PASS MAIN BUSS BAR. LL I I I ELECTRICAL�i 15. ALL EMT RUNS SHALL BE GROUNDED AND HAVE A BUSHING. NO PVC G I• I I I I I GROUND PLAN AND DETAILS ABOVE GROUND. II I I II II I 16. USE SEPAREATE HOLES FOR GROUNDING ® BUSS BAR. NO 'DOUBLING-UP" I i OF LUGS. - o- - _ - - - - - � �- l - -�� - - _� -i- - - � � - - - - - - � _ � � - - - ♦ - - -- - �- - --- - ---6 --- f- - �------- - � SHEET NUMBER: 17. POWER AND TELCO CABS. SHALL BE GROUNDED (BONDED) TOGETHER. � _..� ice+ _.- D � _ _ _ _ �. -.- -.- -.- _ - - - - - _ _.. _ _. _ _ -.- �- _ _._._.-.-.-.-.- - -.- -.-G -.-.-.-.-.- - D 16. NO "L AND B" ALLOWED ON GROUNDING. - - - - �- - - GROUNQ 19. PROVIDE STAINLESS STEEL CLAM AND BRASS TAGS ON COAX ® ANTENNAS TOWER #2/0 AWG, BTCW FOR GROUND LEADS RODS TYP) AND DOGHOUSE. GROUND GROUND FROM BUS BARS TO GROUND RING. _ RING TEST WELL (TYP OF 2) #2 AWG, SOLID TINNED BCW TYP. FOR BURIED GRID. RINGS & GRID. LEADS. GROUNDING NOTES 3 TYP. SYSTEM GROUNDING SCHEMATIC -- MONOPOLE / EQUIP @ GRADE 4 1, SERVICE POWER SHALL BE 200A, 6. ALL WIRING SHALL BE COPPER 75' C U.N.O. Royal Street 10, 3W. 120/208 OR 120/24OV. POWER AND TELCO NOTES: Communications 2. UTILITY RECEPTACLE IS A GFCI DUPLEX 7. CONDUIT REQUIREMENTS (TYP., U.N.O.): POWER AND TELCO POINT OF OUTLET INSTALLED IN THE DEADFRONT OF UNDERGROUND: PVC (SCHED 40 OR ) CONNECTION AND EASEMENT ARE ELECTRICAL California, LLC PPC. INDOOR: EMT (RGS IN TRAFFIC AREAS) PRELIMINARY AND SUBJECT TO CHANGE 37.5 KVA, 12KV- 120/24OV, 1PH, 1 2913 EL CAMINO REAL, #561 OUTDOOR ABOVE GRADE): RGS. TO CONFIRMATION BY THE UTILITY 3. NOT USED ( 3W POLE MTD. TRANS. (BY UTILITY) A-1 TUSTIN, CA 92782 COMPANIES RESPECTIVELY. SCE POLE #2113012E 4. PROVIDE A MIN. 36" WORK CLEARANCE 8. AF.F. ON EMERGENCY GENERATOR PLUG AT ON 2. CONTRACTOR SHALL COORDINATE WITH PROJECT INFORMATION: A.F.F. CONTRACTOR TO VERIFY EXACT LOCATION IN FRONT OF PANELS/SERVICE EQUIP. WITH LANDLORD AND UTILITY COORDINATOR. UTILITY COMPANY FOR FINAL AND EXACT WORK/MATERIALS REQUIREMENTS AND LA-3407A 5. ALL BREAKERS IN THE ELEC. PANEL ARE CONSTRUCT TO UTILITY ENGINEERING RATED 10,000 RMS SYMMETRICAL AMPS, 9. PLACE 'TRUE TAPE" AND PULL ROPE IN THE PLANS AND SPECIFICATIONS ONLY WHERE CROWN COLLOCATION-879855 240V MAX. 75' C. CONDUITS AS REQUIRED APPLICABLE PER PROJECT SCOPE OF WORK. ALBERNILL CREEK ELECTRICAL NOTES 1 3. CONTRACTOR SHALL FURNISH AND 17425 BAKER STREET INSTALL CONDUIT, PULL WIRES, CABLE LAKE ELSINORE,CA 92530 PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT, TRANSFORMER PAD, BARRIERS, (E) SCE UNDERGROUND CONDUITS A AMPERE ELEC ELECTRICAL MFR MANUFACTURER SAF SAFETY POLE RISER TRENCHING, BACK FILL, AND [RUN = 210'] CURRENT ISSUE DATE: ACCA ANTENNA CABLE COVER EMT ELECTRICAL METALLIC TUBING MIN MINIMUM SDBC SOFT DRAWN BARE COPPER UTILITY FEES, AND INCLUDE ASSEMBLY ENCL ENCLOSURE MLO MAIN LUGS ONLY SEC SECONDARY REQUIREMENTS IN SCOPE. 03/05/09 AIC AMPERE INTERRUPTING EXIST EXISTING MTD MOUNTED S.N. SOLID NEUTRAL CAPACITY FAC FACTOR MTG MOUNTING SURF SURFACE 4. CONTRACTOR SHALL LABEL ALL MAIN A FIRE ALARM MTS MANUAL TRANSFER SWITCH SW SWITCH DISCONNECT SWITCHES AS REQUIRED BY APPROX APPROXIMATELY F / CODE. ISSUED FOR: AT AMPERE TRIP FLUOR FLUORESCENT N NEUTRAL TEL TELEPHONE AWG AMERICAN WIRE GAGE FT FOOT/FEET (N) NEW TYP TYPICAL 1 00% CONSTRUCTION EIANATIONAL ELECTCAL U/ UNDERGROUND BD BO RD BATTERY GU GROUND FUSENEMA MANUFACTURERSRI ASSOC. U.LG UNDERWRITER'S LABORATORY DRAWING POWER AND TELCO DESIGN IS BASED ON BR BRANCH GEN GENERATOR OH OVERHEAD INC. UNS PLANS DATED: 06-11-2008 (E) 12" x 24" SCE HANDHOLE 1 & SCE DESIGN. BRKR BREAKER GFCI GROUND FAULT CIRCUIT P POLE U.N.O. UNLESS NOTED OTHERWISE (POWER P.O.C.) E-2 REV.:DATE:=DESCRIPTION: BY: BTCW BARE TINNED COPPER WIRE INTERRUPTER PCs PERSONAL V VOLT CONTRACTOR SHALL OBTAIN CURRENT 90% CONSTRUCTION BTS BASE TRANSMISSION SYSTEM GND GROUNDING COMMUNICATION SYSTEM VAC VOLT ALTERNATING CURRENT UNS PLANS PRIOR TO START OF A 03/02/09 DRAWING JCC C CONDUIT CPS GLOBAL POSITIONING SYSTEM PH PHASE W WATT OR WIRE CONSTRUCTION. NEW TAP FOR CAB CABINET GR GROWTH PNLBD PANELBOARD W/ WITH ROYAL STREET DRAWING MI CONSTRUCTION TELCO PLAN PER UNS. 0 03/05/09 DRA CB CIRCUIT BREAKER HDBC HARD DRAWN COPPER WIRE PPC POWER PROTECTION CABINET W/0 WITHOUT CKT CIRCUIT HPS HIGH PRESSURE SODIUM PRO PRIMARY RADIO CABINET XFER TRANSFER CONT CONTINUOUS LG LENGTH PRI PRIMARY XFMR TRANSFORMER OEM DEMAND LPS LOW PRESSURE SODIUM PWR POWER XLPE CROSS-LINK POLYETHYLENE ROYAL STREET METER ADDRESS: (E) EXISTING MAX MAXIMUM RCPT RECEPTACLE 17425 3/4 BAKER STREET- METRO PCS NEW 3" PVC CONDUIT TO EGR EMERGENCY GEN. RECEPTACLE MECH MECHANICAL RGS RIGID GALVANIZED STEEL LAKE ELSINORE, CA 92530 REPLACE EXISTING W/ WIRING [OR AS SPECIFIED BY UTILITY/ TO MATCH EXISTING GENERAL ABBREVIATIONS A JURISDICTION] PLANS PREPARED BY: OHT/OHP— OVERHEAD TELEPHONE/OVERHEAD POWER LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT 3" PVC CONDUIT W PULL ROPE #MIC-0175H-336 / AND MEASURE TAPE PER UTILITY PDC STDS. [t 23'-O'l EXISTING NEXTEL EXISTING SPRINT 13225 DANIELSON ST., SUITE 200 OHT OVERHEAD TELEPHONE LINE O 5/8" X 10'-0" ,CU. GND ROD 30" MIN. BELOW GRADE. IS TEL: MTD. METER O WALL MTD. METER POWAY, CA 92064 TEL: (858) 668-2828 OHP OVERHEAD POWER LINE 5/8" X 10'-0" ,CU. GND ROD IN TEST WELL 30" MIN. FAX: (858) 668-2827 BELOW GRADE. E POWER RUN e CHEMICAL GROUND ROD (XIT GROUND ROD) MAIN #2 MAIN #1 ONSULTANT: EXISTING EXISTING PROPOSED 200A, 120/240V T TELCO RUN � CADWELD CONNECTION E13 TESTH BYPASS SWITCH AND R 200A - FUSED DISCONNECT WITH 2O0A CURRENT LIMITING FUSES. M TO EXISTING TO EXISTING T/E POWER/TELCO RUN MECHANICAL CONNECTION NEXTEL SPRINT LOADS LOADS ------G--------- GROUNDING CONDUCTOR , HALO GROUND CONNECTION #2 AWG GROUND TO MAIN #3 GROUNDING CONDUCTOR CIRCUIT BREAKER 5/80 X 10' GROUND ROD - rDRAWN BY: CHK.: APV.: LCONDUIT UNDERGROUND UTILITY METER BASE (PER N.E.C. ARTICLE 250) JCC DPL SAS LICENSER: 2" CONDUIT - 3-#3/0 + 1/#4 AWG _U::� ® (GND) 13'-0"][t lrlo, , FUSE, SIZE AND TYPE AS INDICATED. TRANSFORMER Ccc shelfbo y2�i1p or c 'crn;rf,oYJreo„r;,ripd E:DJ SAFETY SWITCH, 2P-24OV-60A W/60A FUSES, NEMA 3R T❑ STEPDOWN TRANSFORMER tl o!the Proys`^ u' "'�Ihfe ENCLOSURE, SO D CATALOG NO. H222NRB I r ro,s oft 1-#2, THWN, 1/2"C ��,)\_�. o�yoFESS/Q. f such 0] MANUAL TRANSFER SWITCH, 2P-24OV-200A, NO FUSE, ® RECEPTACLE, 2P-3W-125V-15A, DUPLEX, GROUND TYPE, (TYP.) ;`�V ` �Z NEMA 3R ENCLOSURE HUBBEL CATALOG #5362 - .x r,� o� LIGHTING FIXTURE, FLUORESCENT, 10.94" x 4'-0", 2/40W, ° APPLETON EMERGENCY `✓' r:\\�'' * EXP.D 30- SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG TOGGLE SWITCH, 1P-125V-15A, HUBBELL CATALOG #HBL MAIN SERVICE WALKING BEAM !''' !�,`.% ® S 1201CN I GENERATOR RECEPTACUE�`_- • ,.� TR �' #WSW232T BREAKER, 2P-24OV-200A J 3P-24OV-200A, NEMA 3R;` N LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'-0", 2/95W, c (MANUAL XFER SWITCH) MOUNTED ON CMU''WALL 1 4 ® SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG SWP TOGGLE SWITCH, 1P-120V-15A, "WP" (GROUND 4th.W(RE TO E-2 E-5 #TWSM232T _ _ _ RECEPTACLE'HOUSING LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL GROUNDING CONNECTOI6.s L�EI--II MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307 c IONIZATION SMOKE DETECTOR W/ALARM HORN & AUXILIARY ru `� CONTACT, 120 VAC, GENTEX PART NO. 710OF 200A DISTRIBUTION PANEL MODEL I I DMK DUAL-STAGE OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121 SURGE SUPPRESSOR , "CAC SERIES" (UL B91) BY I I .; � ` SHEET TITLE: EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, ® UNIVERSAL NORTHERN TECHNOLOGIES OR EQUAL MOUNTING, W/BATTERYY PACK, HUBBELL LIGHTING CATALOG POLE ",,'•(LOCATED AT LEASE AREA) #PRB 24-POSITION LOAD CENTER 1 1 I "RS-A" INSIDE CABINET (ALL E-5 SINGLE LINE Q > COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, . (N) POLE MOUNTED XFMER E-2 I I BREAKERS COME FACTORY DIAGRAM NOTES EWR HUBBELL LIGHTING CATALOG #PRC INSTALLED, RATED 10,000 AIC. CIRCUITMODIFY EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG I ARRANGEMENT AS SHOWN IN AND LEGENDS #HE6-50-2-R91 (E) POLE MOUNTED XFMR THE PANEL SCHEDULE) LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL — — — _ _ SHEET NUMBER: MOUNTING TYPE, HUBBELL LIGHTING CATALOG O (N) PAD MOUNTED XFMER #BRH-100-06-1 gD LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL ❑L (E) PAD MOUNTED XFMER PANEL "RS-PPC" . LIGHTING CATALOG L-505I E4 I GENERAL LEGEND 3 1 SINGLE LINE DIAGRAM 4 ................. Royal Street Communications 15OW MAX. California, LLC OUTDOOR 2913 EL CAMINO REAL, #561 FLOODLIGHT TUSTIN, CA 927B2 PROJECT INFORMATION: TO MANUAL XFER SWITCH IN CABINET LA-3407A * 1. PER MANUFACTURER'S RECOMMENDATIONS. CROWN COLLOCATION•879855 2. E.C. SHALL MODIFY BRANCH CIRCUIT ARRANGEMENT ALBERNILL CREEK AS SHOWN IN THE PANEL SCHEDULE i2 M3/D NEW P1000 SUPPORT BRACKET PER PLAN, TYP. 17425 BAKER STREET PANEL CIRCUIT SERVICE: 120/240 VAC 1PH 3W LAKE ELSINORE,CA 92530 AND DESIGNATION: "RS-A" NEW UNISTRUT LOAD SCHEDULE LOCATION: N/A PIPE CLAMP, TYP. CURRENT ISSUE DATE: LOAD LOAD PER PHASE(VA) ti w pp Q H LOAD PER PHASE(VA) LOAD PHASE $ F $ w d F S 200 A S F �^ r i F F PHASE i t 03/05/09 DESCRIPTION rz g o �_ G N DESCRIPTION A B C $ ; W 1ODA 60A o o A B C NEW ELEC. 1 1 96DO 9600 - - - X 100 2 2 10,000 THWN B­LK __T_ T BLK THWN 10.000 6 2 60 x - - - - 1 2 PIPE PER I I SURGE ARRESTOR PLAN ISSUED FOR: 3 8T5#1 1 9600 - 9600 - - x 100 2 2 10.000 THWN RED ^ ^ RED THWN 10,000 6 2 60 x - - - - 1 4 5 1 7680 7680 - - - x 80 2 2 10,000 THWN BLK T_ �� BLK THWN 1020A ,D00 12 1 20 x - - 300 - 150 2 WORK LIGHTS p 0% CONSTRUCTION 7 BTS N2 1 7680 - 7680 - - x 80 2 2 10,000 THWN RED �� �� RED THWN 10.000 - - 20 x - - - - - - SPARE a DRAWING 15A 20A 9 EBRE 1 1 1000 1000 - - - x 15 2 14 10,000 THWN BLK �� _ BuK THWN 10.000 12 1 20 x 400 - - 200 2T 10 :::DATE: DESCRIPTION: BY: 11 (BAn'CAB') 1 1000 - 1000 - - X 15 2 14 10,000 THWN RED �� �� RED THAN 10,000 12 1 - X - - - - - 112 UTILITY SERVICE LIGHT 2 A 03/02/09 90% CONSTRUCTION JCC DRAWING 13 SPACE - - - - - - - - - - - - - - - - - - - - - - 14 100% CONSTRUCTION 5 SPACE - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ SUPPORT SPACING: 4'-0" MAX. 0 03/OS/09 DRAWING MI 1 6 1 7 SPACE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1H1g SPACE - - - - - - - - - - - - - - - - - - - - - - 20 UNISTRUT P1000 X 12" ATTACH W/ (2) 3/8"4 EXPANSION ANCHOR (MIN. 211 SPACE - - - - - - - - - - - - - - - - - - - - - - SPACE 22 EMB DEPTH = 1 5/8") CONCRETE WALL (MIN. 6 THICK) 231 SPACE - - - - - - - - - - - - - - - - - - - - - SPACE 24 ANTENNA CABLE W/ PLANS PREPARED BY: SUBTOTAL CONTINUOUS - - - 400 - - SUBTOTAL TOTAL KVA APPROPRIATE SIZE CONTINUOUS SUBTOTAL NON-CONTINUOUS 18280 18280 - - 300 - SUBTOTAL CONTINUOUS z 1.25 0'S ANDREW STANDARD NON-CONPNUOUS PDC VOLTAGE:120/240 CYCLE: 60 PHASE: 1 WIRES: 3 TOTAL KVA 38.9 MANUFACTURER: NORTHERN NON-CONTINUOUS NEUTRAL: 200 AMPS TYPE AND CATALOG NUMBER: "CAC SERIES'(UL 891)MAIN BREAKER: A.I.C.: 10,000 TRIP: TOTAL KVA 37.4 / UNISTRUT P1000 X 12" ATTACH W 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 No EQUAL:_ APPROVED EQUAL:_ (2)#14 X3" LG. GALV. WD. SCREWS OR MAIN LUGS: 200 AMPS MAIN COPPER BUS: 225 AMPS 3/8" GALV. LAG BOLTS FOR USE IN TEL: (858) 668-2825 MAINS: TOP�BOTTOM_ MOUNTING: SURFACE_ FLUSH TOTAL AMPS 155.8 WOOD FRAMING FAX: (858) 668-2827 --ANTENNA CABLE W/ ONSULTANT: APPROPRIATE SIZE ANDREWS STANDARD HANGERS STUD WALL L- PANEL SCHEDULE 1 TYP. CONDUIT SUPPORT DETAIL 3 C C AC PAVEMENT TO EQUIPMENT i•'f ORIENT SLEEVE TO 1 ..._ _ .. INSIDE NEW...1 _..........J._. 1 LOCMUUTSIDE NEVfl.._ FOUNDATION - CMU WALL 4 NEW VERIZON TELCO --' CMU,WALL 4 NEW VERIZON TELI RADIUS FOR GROUND BY. CHK.—APV. SMOOTH BEND RACK PER DETAIL RACK PER DETAIL p ° WIRE �. DRAWN JCC DPL SAS _.-..- LICENSER: A , L_ VTE CON VTELCON 1_ -. �.. ° �. .�'/ SLEEVE SCHEDULE 40 ss5allbE'�ala ere JIp°t`ho qrl •ito 0 CABINET o CABINET NEW PPC ...cU .r,e pror/s:J�� to gble CABINET NEW ROYAL #2 AWG BCW, DFESS1p ofsQOh POWER (16z14x8) (16.5x22x8.25) ......--.-._... __ _._.___.. STREET ..�._--. TO BURIED O� L41 METER ❑ GROUND RING ` _ Z --__.- __............... .....�......_ .. _ .._i..... ° No.E1099 m ! 4 _...L. I E-4 GROUND SLEEVE DETAIL 5 F 1" CONK -. .L... ..lr _......1...... _. c ..... DUIT ., .,.... ..1._..._ ....... _..... _�----- ' _._.__ _.. POWE.. NOTES: ,. 2" POWER CONDUIT R CONDUIT q 1. LEFT HAND SHOWN (TYP. FOR RIGHT HAND). TO BTS #1 II TO (E) SCE HAND 2. ALL SIZES BASED ON ACTUAL FIELD CONDITIONS. _.L_ - _ R PLAN _ SHEET TITLE: 2" CONDUIT 1 �.. L. _L GATE�FRAME y FOR BTS #2..__.. _ �..... PANEL ter: LY GALVANIZING EXOTHERMICALLY „APP L PAINT OVER CADWELD k' WELD ." l SCHEDULE AND FROM INEW ROYAL - - (CADWELD) #2 S REET METER FINISH GRADE FINISH GRADE AWG BCW y DETAILS GRND. 6 I JI�I GATE POST AND WIREPOS�ATEr b b� �I I �(NGRND.TELCO (NGRND. ko GRND TELCO . T PPCSHEET NUMBER: TO BTS— 2' CONDUIT TO—�'� CONDUIT CONDUITSTUB-UPS NEW ROYAL STREET II 4" CONDUIT FROM CAB. VERIZON TELCO #2 AWG BCWEBTS #1 & #2 TO BTS SOURCE STRANDED COPPER WIRE . STUB-UPS5 TYP. RACK MOUNTED POWER AND TELCO CABINETS 4 1 TYP. GATE BONDING DETAIL 6 GRADE NOTE: Royal Street 0 TO ANTENNAS Communications #6 AWG STRANDED CU WIRE WITH HOLE CENTERS TO MATCH NEMA GREEN, 60OV, THWN INSULATION DOUBLE LUG CONFIGURATION. WEATHERPROOFING California, LLC (AS REQUIRED) ®®000 TX RX1 KIT (TYP.) 2913 EL C MICO�R2EAL, #561 782 CADWELD i ®8000®®0000 2 COAX JUMPER ANDREW SUREGROUND PROJECT INFORMATION: ®®00 ®® 0 (TYP.) TYPE(TYPICAL GROUND KITe ----. 688600, ®0 0 66 0 00 _� (SEE NOTE) LA-3407A 8 0 000 CONNECTOR RING GROUND e GROUND BA68 NEW IR ° 000 8 00 00 0°°° 1 SEE 2 WEATHERPROOFING KIT RNOTEP.) #6 AWG CROWMAL ERMILL CREEK LLOCATION- 79B55 #2 AWG BCW 0 ®80° _ ANTENNA GROUND 17425 BAKER STREET TINNED O O OO O O OO DO 0®°o BAR, SIMILAR TO LAKE ELS MORE,CA 92530 ®® 0 ANTENNA CABLE TO BTS DETAIL 3 WITHOUT 0 EQUIPMENT (TYP) INSULATORS. BONDED OO OO O O O O O O -O DIRECTLY TO TOP OF POLE OR TOWER. CURRENT ISSUE DATE: GROUND ROD O 1- UNIVERSAL TINNED COPPER BUSS BAR WITH HARDWARE: - COPPER CLAD D BY ANDREW CORPORATION STEEL R NOTES: 03/05/09 W/MIN. UGBKIT-0420-T 1/4"x4"x2O" (SHOWN) 5/8-oxio.-O" TWO HOLE LONG BARREL LUG. TO BE UGBKIT-0412-T 1/4"x4N12" 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS LONG USED WITH # 2 AWG CU STRANDED WIRE UGBKIT-0210-T 1/4"x2%10" DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. ISSUED FOR: WITH GREEN, 600V THWN INSULATION TO GB-HKU : MOUNTING HARDWARE KIT BTS CABINET. USE STAINLESS STEEL 2. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE KIT, 1 00% CONSTRUCTION HARDWARE. 2- ANDREW #MTC9674KEY TAMPER RESISTANT BUSS BAR COLD SHRINK SHALL NOT BE USED. BOLT KIT DRAWING GROUND ROD DETAIL 1 INSTALLATION OF GRND WIRE TO GRND BAR 2 GROUND BAR DETAIL 3 CONNECTION OF GRND WIRE TO GRND BAR, MONOPOLE 4 REV.:=DATE:DESCRIPTION: BY: A 03/02/09 90% CONSTRUCTION JCC DRAWING GROUND ROD INSPECTION WELL BACKFILL (SAND FINISHED GRADE, AC 0 03/05/09 100% CONSTRUCTION MI OR NATIVE SOIL) PAVING MATCH SLOPE AND DRAWING ANTENNA CABLE 12 TO 24 GRADE PER ASTM THICKNESS OF EXISTING STANDARDS CONDITIONS FINISH GRADE r, WEATHERPROOFING KIT CADWLED TYPE o o �� � _UNDISTURBED SOIL (SEE NOTE 3) "GY" MOLD o COMPACTED BACKFILL PLANS PREPARED BY: _p a i W/ SATISFACTORY CABLE GROUND KIT o ' •' Es' �� ,''� _ ���-�� j-� I NATIVE OR IMPORTED #6 AWG STRANDED COPPER GROUND 6_ CLEAN SAND FILL �=- SOIL PDC WIRE (GROUNDED TO GROUND BAR) UTILITY WARNING (SEE NOTE 1 & 2) U '1-` i�' TAPE NOTES: *POWER CONDUIT WHERE 13225 DANIELSON ST., SUITE 200 Q' APPLICABLE COORDINATE POWAY, CA 92064 PVC SCH 80 TELEPHONE CONDUIT SIZE AND TYPE WITH TEL: (858) 668-2828 1, DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT n WHERE APPLICABLE LOCAL UTILITY FAX: (858) 668-2827 GROUND WIRE DOWN TO GROUND BAR. I COORDINATE SIZE AND u 5/8'X10' LONG COPPER CLAD TYPE WITH LOCAL *4" MIN TO SECONDARY ELECTRIC 2, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR GROUND RING GROUND ROD PER PLAN UTILITY ONSULTANT: * *12" MIN TO RECOMMENDED BY CABLE MANUFACTURER. PER PLAN 6" MIN. PRIMARY ELECTRIC(TYP) 3, WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED OR PVC ADAPTER * SEPARATION DIMENSION TO BE RECOMMENDED BY CABLE MANUFACTURER.) NOTE: INSPECTION HAND HOLE HALL BE VERIFIED WITH LOCAL UTILITY S CONCRETE AND A MINIMUM OF ON LAYOUTS SIZE AS COMPANY REQUIREMENTS WIDTH/DIAMETER SHOWN PVC CONDUIT JOINT SERVICE TRENCH BURIED CONDUIT ELECTRIC/TELEPHONE CONNECTION OF CABLE GRND KIT TO ANT. DETAIL 5 GROUND ROD W/TEST WELL 6 CONDUIT STUB-UP DETAIL 7 UTILITY TRENCH 8 NOTES: DRAWN BY: CHK.:=APV.: 1. GATE JUMPER SHALL BE 4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE B WITH 5 JCC DPL SAS SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC E-5 0 NEW GPS ANTENNA WELDING. LICENSER: 2. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN 0 WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. i NEW/EXISTING NEW SINGLE 9 NEW �a'i ,n�tlrOCo ti BOLT GRND. 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE CLAMPS POST SWING GATE $-2 CMU WALL Vp<. •�``3' ot�rho -'� ey o CABLE TO PIPE QRtlfE5510 --Sm;,�yu Cable ROD CLAMP SPLICER CLAMP 75/1.25 :9 I TYP S TYPE TA TYP P TYP CONNECTOR BURNDY TYPE 2 AWG BCW �.9 �. as give �� E VB —� � GAR (TYP. 2 PLACES) 7YP. 2 PLACES) ,w.,, , .:,�'� n '�" �Z SUCh N MOUNTING II II m aBRACKET SEE NOTES - 1''• TYPE P YPE_ST TYPE G TYPEN 2 HOLE LUG CAST "T" SPLICER 1 BOLT PARALLEL 1 & 2 �- CLAMP #2 AWG BCW .'- GROUNDING KIT TO CIGBE -� �' � ° '� SHEET TITLE: I 1/2'0 COAX CABLE MIN. CADWELD (TYP) -- _ - ELECTRICAL AND BENDING RADIUS PER TYPE LJ TYPE HA TYPE VS TYPE NX1 TYPE ND o MANUFACTURER'S STANDARD GROUND BAR GROUNDING (CIGBE) ���� CONCRETE PAD LEVEL DETAILS OLT"U" B 1 BOLT PARALLEL UNIVERSAL PIPE CLAMPS #6 AWG GROUNDING KIT CABLE GROUND RING, •�,°�. ,.Y'- _ O O PIPE CLAMP CLAMP 50H2 #2 AWG BCW #2 AWG SOLID SHEET NUMBER: TO MGB BCW TYPE XA TYPE GR TYPE GL LUG TYPE PC TYPE RR #2 AWG, SOLID BCW (TYP), CONNECT TO GROUND EN6 RING PER GROUNDING PLAN EXOTHERMIC WELD CONNECTION 9 MECHANICAL CONNECTION 10 GPS GROUNDING 11 TYP. GATE POST GROUNDING 12 Royal Street -EXIDE Communications IV.FIRE AND EXPLOSION HAZARD DATA VI.HEALTH HAZARD DATA(CONTINUED) California LLC MATERIAL SAFETY DATA SHEET Flash Paine Not ApnjMhle EOrets erOva«posurt-Acute: Fbmmeble Limits: LEL=4.1%(Hydrogm Gas in,k);UEL-74.2% Ems:st.me skm Idia—bama,damage to earn-may emtse blindness,upp-ospiona,,brilaiion. 2913 EL CAMINO REAL, #561 Exlingaehing medlar: CO,;f;dry chcmteal leaderan.ads:Headwhe,finigne,11hZinal pain,bss ofappetire,,mess.vomiting.diarrhea.museularadcs and weakness, eaks, TUSTIN, CA 92782 1. PRODUCT IDENTIFICATION slip dulmlwnas,and inilabilky. MANUFACTURER gpm,.IF,reFlgM,ngPnrcdar"` PROJECT INFORMATION: CIIEMl an law) NAME MARATHON VA and Use Pasitin pressure,sell-mnmined breathing appmaws.Rcwure of acid spfner during waur nOplicatim and weer ucib EReers of Overexposure-Chnnk: A DMA. dsideT Power (m mtdmlabd) SPRINTER V-0 resigantclahisenss ves,f anden asq,on.IfbalsLofel.0 chmge,veno hen,hamgecMryjng equipment,. m,e Land lm:P dsibleerosmmapod,enamel;i.Iy.fdtionafrmse,Inrwft and brdmp;1dmymmgmringoffemehm AD Sans of aideTmhnologies Valve RegulatedLmdAcidBm1ery that nnnppafsenesconnenMbmmriesmaystillposeriskofelectncshockevenwhenehmgingequipmmtisshutdown. Iced-arm,rods:Anemia;nmro(m,loy,pnnicularlyofdm motor nerves,wish wristthvP;kidneydamage;rcprod,rmivechanges LAm3407A Amn Susses 5W79 Ussa al Fire sad Explosion Hmards: in both males aril Rmdas. Aaron,LL 60304-7932 In operation or whey m t p fey oral wwaya e a W drogee and avygm maw(b5dro ignmed by b saing.igmend oa w Cn.ei.oe s eiol CROWN COLLOCATION•879855 FOR INFORMATION supports mmbusdon).Thry mull elxeys he aswmed to amain these gates whkh,ifignned M Mmingcigarene,naked Rams Elmtmlvle:The Nai.oi Toxlamgy Program NTP d the Imvnmior,el A CHEMICAL TION I M...bi l Smrage Battery ( Jan gh tis Research-Camer(I This Imvc Primal D.Lya Thompson ting,Im. CLASSIFICATION Manoblmktype ormatfin-eamosti.afini milati n.W.sbnofrasingfregmen,sand-rrosiveliquidelemrolytc.Carefullyfdbw dassificJ•stmnginorganicacid Mist mnniningwlfricacid"asosuMtancethmiscmcinogmkmhomnra.sabmi i1n[ion ALBERNILL CREEK Smm an:IJeLyo Thompsonafety&Health/ P anid dau rid io Mt al oar far insmllati is aril inavlos Key awgell sours«m M ignition,ensure th�f.baste vmtilaH.is does es apply to sulfuric acid rpnelann d Period, n liquid sane or to demrol,a in 1-...eo...s subjected m abusive changing Secondary Env'voommnl,Sefery&H«Ilh DATE ISSUED: May 4,2005 Pmnded..and do.lallow tmfllie articles to simul,ae.sly mnme,themgaivt end posnive,erminds of.battery. a«cessively hid,currents for probnged periada oftime wilh.lvmt caps in place may crnuasurtomtling ohnosphereor[M Attendant Fred Gamta(610)9214052 M.awe sbmg inarganie acid mist eontdning sulfremid. 17425 BAKER STREET V.REACTIVITY DATA Lard mmmundt:Listed as o 2B ardmga,likely a animists d«o-eme doses. Pnofwf-I.gemidty in humors is belting FOREMERGE'CY Smboity: Sbble a Umaabb_ mprnmt. LAKE ELSINORE,CA 92530 CHEMTREC(800)424-93M CHEMT'REC INTERNATIONAL 327-3881-Colleen Madirsl Candid...Generally ABgnvaea by Expsmoe 24-how Esm Sa yResponse Cana Conditions to Avoid:P.1mged..n1magjng and werhmfteno m;spooks and other sour-of ignition. Ovcrexposuremsulfmic acid mist ma tun domes AskfrEm,bara-W Cumiimnr ywuse g ge and eggmvae pulmonary mMilbtn.(:ommt afelmtmlym(order I-sapnibilily:(mewriala maid) adwlnni,wid aalmim)wim akin mryaEgrm'me ski,dit-ea web m e«tm.andrommads-this.Camantafdectrolyb CURRENT ISSUE DATE: 11.HAZARDOUB INGREDIENTS/IDENI'ITV INFORMATION Elenrol Comam of sulfuric acid wish combustibles soda Is ma (wear arai sulfuric acid wlution)w•ilh ey<e may damage coma muVor muse blindness.Lead and its ors, ,can eggrevmt ,,and ymane C,nand«plosion.Alwrcectsviolently melb-ofkidney,Ii-andomrobgic di a-. OV/OV/oaJ Approx ate Atr Exposure Limits(pPJm) wnh strong reducingngmts,most mods,carbide.chbmus,ni,Mes,and picnte,sulfur trioxide gm,atrmgavidims,ad so C..ponmu CAS Number %by Wt. OSHA tar ACGIH NIOSH water.Contact with melds may P•doee-iewlfrdiaide fma mod may'release flammobichydrogeo gees. Emergency and Fird Aid Procedures: Innele,ian: in Lr ,1 ccompmrnts of. Lead rommonds:Avoid mast with strong Aids,bases,halides,hafgenow,Imnasium rdum m e,pemgsome,peroxides, F"leenah,.Rem imme ove.fresh air dimdy.lfbreadoing is difficult,gimoxygm. Lcod 7a39-92-1 ]I-76 50 50 50 nasmmhydmgm,poi.sio.,cmbidmsulfides,phosphorus,mila ndredudngngem. Lead conMon. :Rem-fen, pMaure,gargle,wash nam,gm,and lip;.-Itphysici.. ISSUED FOR: Antimonyo,d 6-0 e 7440-3 <0.6 Soo 500 500 ('aldnated Clay N/A <1.2 N/A NIA N/A Hazardous Dee.Decomposition Products: IngcstionE111wal e:Give large qum[ities of svam;do oat induct vpm tin' 11 100% CONSTRUCTION F'.l Sulfur trioxide,carbonmo.xida sull'urie acid mist self dioxide,M1ydrogm sullidq hydrogen. , g,mrtsu physician. Tin 7440.31.5 0.4-D.6 2Um1 2000 20M Leaden ands:Comultphysicimimmedistely. 0 Copper 744(1504 <0.1 10DO 1000 1000 Lnd-mmomds:Temperatures above the melling point are hTrely to Produce made mend fart,vapor,or dues;mats-with Sbp, Elecnol Ifnesaid) 76M493-9 16- sumgmidarbauorpresmceofmoreamhydroWnmayg...Wehighlylaxi,sermsW. g)ysh,: n,amounuorwmcrforatleaal5mlouse;re wosee,tnammedanthingmmpleldy,malating DRAWING y1e fits 18 I000 200 1000 Flmh with) Case M.howk l lomrdoots Polvmedaotime May Occur_ Will Not Occur X stare¢mddo.[wemelothesagainundlekmed.Ifecidisspbshedonshamoemove and discard it they­m PdymepYI... 9003-07.0 6-7 N/A NIA Nlq Lend-..ands:Wmhne-dimeNwimwap.dwma.Lard compounds me nalradily absorbed through the akin. VI. HEALTH HAZARD DATA REV.:DATE:=DESCRIPTION: BY: Plate sepses enaL• Eyes: Eleeirelvie aril lead-rounds:Flush immediately with lange amounts ofwaer far at least lS mina a, psul[physiden G1as or marl N/A 2-3 RA I N/A NIA Rou .rEmry m e mcdiatl. A 03/02/09 90% CONSTRUCTION JCC NOTE: Inorganic lmdand clmholylt(wa,u anal sulfuric acid wlunon)ere the primary components of every betray mmu(amured El-1-:Hamfalbydul lmesofmlry.Undal Mmaticond se itim,of u ,sulfuric acid vapors mi and x are m,genaaed. DRAWING Exit.Tmlmologieaariusubsidirdes.Olheringredimtsmaybe dal dmtu brtte Pol VII.PRECAUTIONS FOR SAFE HANDLING AND USE phese epee pan ry type ypropylme is tea primipil eau Leask add vapors and mir[may a al lead when product to d Ron,M,om moe,mo.Hr d..expeo or damaged aenel ofeulomotive end commarial Mtturi«. Iced---male:Under norm-conditlonslad dus4 vapon,md fares are no[grnermed.Hazmdaus espmurc an occuraly Handlingasbn e: 0 03/05/09 1007 CONSTRUCTION MI ..nrnprodamisheatedabaveletmebingp�int,axiaimaaranmviscprocessmoreanmgmmmamdin.apnr.mlane. an Snm batteries underrmfin cart,dry,well-vrn,ilamdan a are sc men, Rom mpa id m mible--acs all'--m,ivi0es DRAWING HL PHYSICAL DATA rtapir , which may creme Barnes,spark;m hnl Keep esvap Boar mmdlic objcets Rat mold bridge dm tem,inals on a battery and IobWlioi ea dong,onothe-circuit.Singlebatleries Pase no nskof eleelric shock bar there may be aaeaing risk of tkelrk shod: rg op Breadtingofsalfdt ads rolmn r mis ts my t+uae respirator,immn.. Boiling Point lEleaolyn,) 203°F(st]60 arm Ng) Spaific Gnviry(Hr0=1) 1230,01.350 eLoad compounds:InM1delion oClead dust orfm«may muse irdtmbn ofapper respinmrylna end lungs. Boar strings ofcon„emcd batteries exceeding mrce 12-mltmits. t.ges[bo: Charging: Mdim,Point Na Applicable Vaport-mae 10 There u a possible risk ofelemnc,Imek from d,mgingequ{pmuu and From soi,sgs ofsenesm.cetai batteries,whatherm.l H 120 Eleclrolyle:May emtu sawse imnfi.ofmoulh,threat,esaphamm,andslomaeh. rig charged, powerf ehpklown,hdoo,mg ,t useendbefore dm.hmalefmyeireated Nmdim Batta, y,n (arm gar °CT Lead y onundsi Amk in pain,bushy,mmi & pleb. Y being charged w I gmaate aM releme Iammeble hydrogen gm.Charging space 1mold be vmtilm d.Keep battery vent cops Solubili Water Let. ges,i0n may avu andomi.l ,b diarrhea anal imam cram This ma lad in position.Prohibit smoking and avoid creation of Burnes soil spmka nearby.W-r-andeyepnlcetiawhennembmmdes rapidly to systemic nxicity.Acuu ingesllon sheld be vassal by physician. Evapmaian Ram Lela TM1anl Vapor Oereity(AIR-H an[er mans "ia,eh'gd. PLANS PREPARED BY: (Butyl ecemle-l) Ski,CeaEleenr l Abn irritation. .,,dml le:Scverc.rt ion,bums,and u W h dn.Sulfric aid is art readily absorbed through the skin. Spill or Leak P-rrdn A rat Oder Aclar li dwilh ashy %Volanlev Weight NoIA liable lead cmnounda:Not readily absorbed stunts the skin Ramose c0onbmtible mmerids and all w,nces of ipy,ilion. Snp Rowofmalerid and etmldn spill by diking wnh aerie ash,etc ppemance a qoi ,p, byPp C-folly pea..im spill with soda ash,etc.Make ecndn mixture is neulrm Dun coIIm1 residue and Platt a e drum m oiler pensxnhl ...fin na m.A battery is n-anent ad., Eyes Cop[see minable emn,mer with a label sped(mg"contdre le ardum...'far ifuncertain ell distob..regarding proper Melia, PDC article;no apparent odor. Ems:Severe iayaian,burns,-row damage,blintlness. proccd.r«.D)sposeofasharurdmtswosh.Ifbwayisksking,plarebaueryinahe Vduyplmdcb°g.Weaeddresbanal Nail comoomds:May cause eye imim0an. boma,Face shidd,chemical splash goggles and acid resismnt gbves.DO NOT RELEASE UNNEUTAALIZEU ACID. Z99-MSDS-MMSPRVO Rev.AE 2005.05 Page l of5 Z.99-MSDS-MARSPRVORev.AE 2005-05 Page 2 o1`5 Z99-MSDS4MARSPRV0 Rev.AS 200545 Page 3a1`5 13225 DANIELSON ST., SUITE 200 ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT POWAY, CA 92064 TEL: (858) 66B-2828 FAX: (858) 668-2827 VII.PRECAIfypNS FOR GAPE HANDLING AND USE(CONTINUED) IX.OTHER REGULATORY INFORMATION(CONTINUED) CONSULTANT: Waste Disposal Method.; CERCLA(Superfund)cad EPCRA: Sulfuric Add:Newnlia ae desmihed above for a spill,collml reside and Place inn-nminer labeled as conmining har�d... (a) Rep,wble Quantity(RQ)for spilled 10f1%sulfuric ae;d under CERCLA(Superfund)oM EPCRA(Ear Tgemy PlmniM and wave.Dispose ofas a hmardma waste.If urcernin about labeling procedures,cell yww lord MOay dutribaor or lined Conwomiry Right to Know Ad)is 1,0001bs.Stan,end lmal reportable q-dies for spilled sulfate mid may v .-tL DO NOT FLUSH LEAD CONTAMINATED ACID TO SEWER N Sulfuricmid'aa lined"Extrmuly Ha-dons Substmce"Met EPCRA,with a Threshold Planning QaWhy IQ ofl,000 Spent bamries:Send m secondary lead-a].,far recycling Mlowin fa g eppliceble Cederal,state,and loll regWaUons. (c) EpCRatild n 302 notiltteryn is 1PPmK,0 mI)5 Ib,are a(wilaeid.C is y r m one tepre n avmage Preradloeary WMlfg: ummotivd-mmereim battery tans. POISON-CAUSES SEVEREBURNS bkmatilbn. cry con pproximael)'Slbs ofsulfurk mid Conlam your aide represcmetive far oddilknel DANGER-EXPLOSIVE GASES CORROSIVE-CONTAINS SULFURIC ACID (d) EPCRA Secnnn312 Tier T'wo reporting is required far non- Malive batteries ifr,11im.acid is Is-,in gssmnida of 500 KEEP AWAY FROM CHILDREN IM or more an df,,iflead is present in qumtinesof 10,000 Bra or mare (m Supplkr Notifievlioe: Vlll.COM'ROLMEASURES This produIX mmdm a nxic chcmial m dumieals wbjwm the reporting requirements ofsmtim 31301`(7itlo)III aid, Sup�nd AmtNmemts and Raumanatbn Act of 1986 and 4D CFA Pan 372. DRAWN BY: CHK.:-APV.' Engineeringewdloa Cmlothand Work Pnai-: ChemieU � PercentM We'dn r Smrc.mmense-lously. asdmar. vemtron,Mmetion,lfb -m,i,tdm gd,ovidbdm oe ily,. Leod(Pb) 7439A2-1 71-7 L JCC DPL St AS' batteries camiomly.Make eenain vm1 enps arc on semrely.IfMnay rise is dovmged,avoid bodity male-with Eletonlyn,:Saltine Add 76M.93.9 I6-IS _ 1 rampanmts.w�pmteaive elahbg ire and ties pm[a War wham at rgiegmnals weW.h.a Followall LEAD AND ACID DATA LICENSER' anuCrchaen'rc-mmendafions whrn stacking mpdte6ang OO art allow menllic material,nsimubm-alymmam boar Ifyou disolbutc this prodmt t0 other amen,i mmms b SIC Cade,20 through39,this infoammon must be powidd with the far PER CFC ARTICLE 84 COMPLIANCE the posinvc and cegative terminals of the basal«Useebpnery cerriamliRoMturymplace hands moppadte conavm ovOid,Pillingmid,hem,phshe vents.Avoid roomy wim inlen,a mmponmsof the Miseries. shi ee m yean. Nor,:Th,Seek—313 supplies m[ibsmion rcquiremenl dos net apply to Milano the are"mruuma praducb". Hygiene abn W CAA: aide Tedumbes w em gipp-p-Morri.-Miss otmMoagurone depletion in the Monsph due to eminion-CFCs and MANUFACTURER: GNB INDUSTRIAL POWER Washh hm,dslMroughlybefore anng,dnM,ng orsnaking afar haMlingbaderirs. pmtramm depleting atanimis(ODC,),deflned by the USEPAMOnes isuMtan-.Purauenl m Seehm 611 ofth.Clem Air MODEL NO.: MV12V105FT B Respiratory.etetl Am',Pon,,MeMaya,1"30sitimeedon)mamy19,I993,slatmaMia dapolcmd'mnoR[neuseotclss,l TYPE: STATIONARY LEAD-ACID ODC s poor to the May I5,1993 deadline None required uMerm.al-.ditium.ICanomrcharg,ngor ovtthaling-edition eslats arid-n-nlrmiansofsulfudc acid INITIAL INSTALLATION ^ '-�/!/ 'pfCspr ?`:c4' mist arc(mown or wspmed to«sad PEL,use MUSH or MSHA-approved respiratory pvhclbn. TSCA:Each ingredimt d,emiml lined in Section It ofmis MSDS is new laud an the TSCA 0.egistry. PER UNIT NUM.OF TOTAL YttiGFE35/oH Of s9 f, N Protective Cblbfg: Itema in this q admt me luledanthe CEPA DSIINDSLmmoe«mN farm As, VOLUME WEIGHT BATTERY VOLUME WEIGHT one CANADAN REGULATIONS:All ehemi,M-ha requirnl under no.nl conditions.If battery case is darnaged.use robber or plastic aid-resismnt gbves wim elMsv-IengN TYPE gppnnm,aril-reswmt apron,doming,and brats. regmremmlr. LITER GALLON KG LBS UNITS LITER GALLON KG LBS i Eye Prakefrm CALIFORNIA PROPOSITION 65: ELECTROLYTE 6.36 1.42 7.07 15.58 12 64,32 17.04 84.64 -180.96 No.Et0995 rr[ K A None requirM ludo no.d-nditiam.If Misery mu is damaged,chcmiml gaggles err face shield. ACID 1.61 0.43 2.97 6.54 12 19.32 5.16 35.64 78.48 EK -a "WARNING: Thu prodnmmmainsleod.echemiml b,osen to the 9au ofCeli[amia[o nuts ranayabinh defearm eamrgmey P7aaeiog: other r4prpamxiPe nmm.^ LEAD N/A N/A 24.50 54.00 12 N/A N/A 294.00 848.00 In mean where water and sulfuricacid solutions are hoadled in-meaba,iom greater man 1h emergency eyuomh nations and ,how-ah.ld be provided,witb unlimited water supply. PREPARED BY: GNB INDUSTRIAL POWER A DIVISION OF EXIDE TECHNOLOGIES ULTIMATE INSTALLATION IX.OTHER REGULATORY INFORMATION 3950 SUSSEX AVENUE " AURORA,IL 60504-7932 ,0 PER UNIT AL NFPA ll Sind lurid feraulfuasfi mid- (800)872.0471 TYPE VOLUME WEIGHT BATTERY VOLUME WEIGHT Flannmabiliry(Red)=D Hm11M1(Blue)=3 Rcaaivity(Ycllmv)=2 Sulfrk acid is water-remove ifcmcen[razM. VENDEE AND TI IRRD PERSONS ASSUME THE RISK OF INJURY PROXIMATELY CAUSED BY I HE MATERIAL IF LITER GALLON KG LBS UNITS LITER GALLON KG LBS '\. TRANSPORTATION: REASONABLE SAFETY PROCEDURES ARE NOT FOLLOWED AS PROVIDED FOR IN THE DATA SHEET,AND VENDOR :s SHAIL NOT BE LIABLE FOR INJURY TO VENDEE OR THIRD PERSONS PROXIMATELY CAUSED BY ABNORMAL USE OF ELECTROLYTE 5.36 1,42 7.07 15.56 24 128.64 34.98 169.68 373.92 US DOT idea Wr,ion and,8.LIN 28 0,aria battery is: THE MATERIAL EVEN IF REASONABLE PROCEDURES ARE FOLLOWED. SHEET TITLE: Beuaia wm,.n-spilbble,8,I1N 2B00,PG III ACID 1.61 0.43 2.97 6.54 24 38.84 10.32 71.28 156.96 Labels Carmsive ALL PERSONS USING THIS PRODUCT,ALL PERSONS WORKING IN AN AREA WHERE THIS PRODUCT IS USED,AND ALL LEAD N/A N/A 1 24.50 54.00 24 N/A N/A N/A 1 1296.00 (aceptions 173.159,pamgmph(d),C.F.R.49) PERSONS HANDLING THIS PRODUCT SHOULD BE FAMILIAR WITH DINE CONTENTS OF THIS DATA SHEET.THIS MATERIAL SAFETY For air shipments,sm Imsmmlio.l Air Transp rocks,Asweiohm(IATA)Dangerous Goods Regobftms Manoal,special INFORMAT7UN SHOULD BE EFFECTIVELY COMMUNICATED TO EMPLOYEES AND OTHERS WHO MIGHT COME IN pmvisba,A48 and A-67.Far oeem,shipments,reference Imcmnlimal Maritime IAngeaw,Goods Code,P.8121, CONTACT WITH THE PRODUCT. WHILE THE INFORMATION ACCUMULATED AND SET FORTH HEREIN IS BEUEVEDTO BE ACCURATE AS OF THE DAM - DATA SHEET AND This is mcalify malthe'Non-Spilelyal bananas erenm,namsed...mel the Vibration mdl'rcswre Differentia Test and HEREOF,EXIDE TECHNOLOGIES MAKES NO WARRANTY WITH RESPECT THERETO AND DISCLAIMS ALL L1AFRUTY r emperameofemelyMekamlylewill.t Flow farm arupturcd orcrmkW care.7Ye bananas Mvebem,prolm,edngainst FROM RELIANCETHEREON.RECIPIENTS ARE ADVISED TO CONFIRM IN ADVANCE OFNEED THAT THE INFORMATION BATTERY TABLE aMncile Battery'. ely packaged.The batteries and outer packaging must be planlY marked"NonSpillable'or•'Nan- Spillabk ea,ery". IS CllRl(GNT,APPLICABLE.AND SUITABLE FOR 11NE1R PARHCULARCIRCIIMSTANCES. RCRA:SPtnl lead-mid Miseries ore not regulated m hormdeus rvmk whm rccyckd. Spilled sulfuric acid is a ehartm[erinic har.�rdoux waste;EPA hosar lore saute number D002(.nesivityk -, SHEET NUMBER: Z99-MSDS-MARSPRVO Rev.AE 2005.05 Page405 7.99-MSDS-MARSPRV0 Re,AS 2005-05 Pege5of3 ANY PRO'RN:OPY MUST BE OF TI IIS ENTIRE DOCUMENT ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT' Em7 MATERIAL SAFETY DATA SHEET 1 BATTERY TABLE 2 I GENERAL NOTES Royal Street 5. CONNECTOR DESIGNATIONS REFER T STRONG-TIE CONNECTORS WELDING D) THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL Communications TRADES BY SIMPSON COMPANY, BREA, CALIFORNIA, UNLESS NOTED TESTING AND INSPECTIONS REPORTS DIRECTLY TO THE ARCHITECT,OTHERWISE. THE MINIMUM NAILING REQUIREMENTS ARE AS FOLLOWS: 1. ALL STRUCTURAL STEEL WELDING SHALL BE AS PER LATEST PDC, AND BUILDING DEPARTMENT. California, 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2007 EDITION OF THE AMERICAN WELDING CODE (AWS) D1.1. ELECTRODE E) ANY MATERIALS WHICH FAIL TO MEET THE PROJECT LLC CALIFORNIA BUILDING CODE WITH AMENDMENTS AS ADOPTED BY THE (A) USE COMMON WIRE NAILS FOR AL CONNECTIONS, UNLESS NOTED TO BE USED IS E 70XX. WELD LENGTHS SHOWN ARE EFFECTIVE SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION 2913 EL CAMINO REAL, #551 LOCAL JURISDICTIONS, AND ANY OTHER REGULATING AGENCIES WHICH OTHERWISE. SINKER NAILS ARE NOT ALLOWED. SEE HANGER LENGTH PER THE LATEST EDITION OF THE AWS. WHERE LENGTHS OF THE ARCHITECT AND PDC FOR PROPER ACTION. TUSTIN, CA 92782 HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE MANUFACTURER FOR NAIL SIZES AND QUANTITY. ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF JOINT. F) TYPE OF WORK LISTED BELOW REQUIRES CONTINUOUS SPECIAL STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE INSPECTION U.N.O.: PROJECT INFORMATION: CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS (8) SHORT NAILS SHALL NOT BE USED TO NAIL CONNECTORS 2. ALL WELDING OF REINFORCING STEEL SHALL BE PER THE LATEST WHICH ARE PROVIDED SEPARATELY. THROUGH PLYWOOD. EDITION OF AWS D1.4. SOILS: LA•34O7A SPECIAL INSPECTION SHALL BE PERFORMED IN 2. BUILDING SHALL NOT BE OCCUPIED DURING REMODEL WORK WHERE: 6. SILLS AND PLATES RESTING IN CONCRETE OR MASONRY SHALL BE 3. CONTINUOUS INSPECTION IS REQUIRED FOR ALL WELDING. ALL ACCORDANCE WITH CBC SECTION 1704.7. (A) THE BUILDING STRENGTH IS SUBSTANTIALLY WEAKENED AT ANY PRESSURE TREATED DOUGLAS FIR, BOLTS SHALL BE 5/8 INCH WELDING SHALL BE PERFORMED BY WELDERS HOLDING CURRENT CROWN COLLOCATION-879855 POINT DURING THE REMODEL WORK. MINIMUM DIAMETER EMBEDDED AT LEAST 9 INCHES INTO THE CERTIFICATIONS FROM THE AWS AND THE CITY FOR WELDING OF PILE AND PIER FOUNDATIONS: ALBERHILL CREEK (B) REQUIRED EXITS ARE NOT AVAILABLE OR ARE OBSTRUCTED. CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4 FEET APART. STRUCTURAL STEEL. SPECIAL INSPECTION SHALL BE PERFORMED IN PC) REQUIRED ALARM IRE SAFETEMS ARE NOES SUCH OPERATIONAL.SPRINKLERS, STAND THERE LOCATED ALLWIT BE9AINCHES MINIMUM OF EACHBOLT END PER OF EACHPIECE PIECE.CWITH 1 BOLT 4, ALL FULL PENETRATION WELDS SHALL BE TESTED BY ACCORDANCE WITH CBC SECTION 1704.8 AND 1704.9. 17425 BAKER STREET NONDESTRUCTIVE METHODS. (ULTRASONIC OR RADIOGRAPHIC CONCRETE: LAKE ELSINORE,CA 92530 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF 7. PREDRILL ALL HOLES FOR 20d NAILS AND LAG BOLTS. TESTING). ALL RADIOGRAPHIC OPERATIONS SHALL COMPLY WITH THE CONCRETE PLACEMENT: CONTINUOUS CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED APPLICABLE SECTIONS OF THE CALIFORNIA CODE OF REGULATIONS, REBAR PLACEMENT FINAL PLACEMENT BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS 8. BOLTS, HEADS AND NUTS BEARING ON WOOD SHALL HAVE METAL TITLE 17 - HEALTH; RADIATION CONTROL REGULATIONS, REBAR WELDING CONTINUOUS CURRENT ISSUE DATE: OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND WASHERS. BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" TO 1/16" COORDINATION WITH OWNER RADIATION SAFETY OFFICER SHALL BE REBAR COUPLING 10% WITH TORQUE WRENCH APPROVAL, BY PROJECT ENGINEER OF RECORD. DIAMETER LARGER THAN NOMINAL BOLT DIAMETER, REQUIRED PRIOR TO COMMENCEMENT OF ANY RADIOGRAPHIC ANCHOR BOLTS AND INSERTS CONTINUOUS 03/05/09 OPERATIONS. A COPY OF ALL RADIATION SAFETY BATCH PLANT INSPECTIONS PERIODIC 4. CONCRETE, MASONRY, AND STRUCTURAL STEEL WORK SHALL BE 9. LAG BOLTS SHALL HAVE LEAD HOLES BORED BEFORE DRIVING. SURVEY/MONITORING LOGS SHALL BE FURNISHED TO OWNER. GUNITE/SHOTCRETE PLACEMENT CONTINUOUS INSPECTED BY AN INSPECTOR LICENSED BY THE LOCAL JURISDICTION. HOLE DIAMETERS TO BE AS FOLLOWS: EXPANSION ANCHOR INSTALLATION CONTINUOUS 5. REMOVE EXISTING PAINT ON EXISTING STEEL ELEMENTS BEFORE EPDXY ANCHOR INSTALLATION CONTINUOUS 5. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON (A) SHANK PORTION - SAME DIAMETER AND LENGTH AS SHANK. WELDING TO EXISTING STEEL. MASONRY: ISSUED FOR: FRAMED FLOOR OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN UNIT LAYUP PERIODIC LIVE LOAD WHICH IS: (8) THREAD PORTION - 0.60 TO 0.75 DIAMETER OF THREAD AND 6. THE CONTRACTOR SHALL COMPLY WITH ALL FIRE REGULATIONS GROUT PLACEMENT CONTINUOUS 00% CONSTRUCTION SAME LENGTH. DURING WELDING OPERATIONS WHERE FLAMMABLE ELEMENTS EXIST REBAR PLACEMENT PERIODIC FLOORS 50 PSF (REDUCIBLE) AND SHALL ALSO PROVIDE TEMPORARY PROTECTIVE SHIELDS OF DRAWING ROOFS 20 PSF (REDUCIBLE) ACCEPTABLE NON-FLAMMABLE MATERIALS AS REQUIRED TO PROTECT STRUCTURAL STEEL: 10. NAIL AL 2X DOUBLE STUDS WITH 16d NAILS AT 12 INCHES ON THE EXISTING BUILDING ELEMENTS FROM FIRE. IN ORDER TO AVOID FILLET WELD FIELD WELDING CONTINUOUS 6. CONTRACTOR SHALL ERECT NECESSARY BARRIERS, PROTECTION CENTER, STAGGERED. UNLESS NOTED OTHERWISE, ANY FIRE HAZARD, REMOVE TEMPORARILY ALL EXISTING WOOD FULL PENETRATION FIELD WELDING CONTINUOUS REV.:DATE:=DESCRIPTION: BY: FENCES AND/OR CANOPIES PRIOR TO STARTING CONSTRUCTION. 11. ALL BREAKS IN DOUBLE PLATES FOR VENTS, DUCTS AND 90% CONSTRUCTION ELEMENTS IN THE CLOSE VICINITY OF THE NEW WELDING PARTIAL PENETRATION FIELD WELDING CONTINUOUS - PLUMBING SHALL BE STRAPPED AS PER TYPICAL DETAIL OPERATIONS AND REINSTALL THEM AFTERWARDS TO THE ORIGINAL HIGH STRENGTH BOLTING CONTINUOUS A 03/02/09 DRAWING JCC . 7. NECESSARY PERMITS SHALL BE SECURED AND NECESSARY CONDITION. CONTRACTOR MUST OBTAIN A WELD OR BURN PERMIT WELDED ANCHORS OR STUDS CONTINUOUS BARRIERS, PROTECTION FENCES AND/OR CANOPIES SHALL BE ERECTED 12. FASTENING SCHEDULE SHALL FOLLOW TABLE 2304.9.1 OF FROM THE OWNERS REPRESENTATIVE AT BEGINNING OF EACH WORK METAL DECK WELDING CONTINUOUS 0 03/OS/09 100% CONSTRUCTION MI SHIFT DRAWING ALONG WALKWAYS PRIOR TO STARTING CONSTRUCTION. 2007 CBC UNLESS NOTED OTHERWISE ON THE CONSTRUCTION PLAN. LUMBER:. B. WORKMANSHIP SHALL NOT CAUSE DAMAGE TO EXISTING FLOOR / ROOF SHEATHING NAILING PERIODIC CONSTRUCTION. SHEAR WALL SHEATHING NAILING PERIODIC STRUCTURAL STEEL GLUE-LAMINATED BEAMS/COLUMNS, FABRICATION 9. REMOVE FROM THE SITE ALL DEBRIS, LEAVING THE SITE DAILY IN A WOOD 'I' JOISTS AND O.W. JOISTS, FABRICATION BROOM-CLEAN CONDITION. 1, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE STANDARDS PREFABRICATED TRUSSES, FABRICATION SET FORTH IN THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ANCHOR BOLTS / HOLDOWNS PER CBC 10. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVENT DUST STEEL CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION" AND GENERAL ON R T AND REINFORCING T NOT METAL STRAP PLACEMENT PER CBC AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE WORK AREA. CONFORM TO: PLANS PREPARED BY: THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A (A) STRUCTURAL SHAPES AND PLATES: ASTM A36 4, A COMPLETE RECORD OF INSPECTION REPORTS SHALL BE DAILY CLEANUP OF THE CONSTRUCTION AREA AND PROVIDE PLASTIC 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI SHEETING OVER EXISTING EQUIPMENT IF ANY. CONTRACTOR SHALL (8) TUBES: ASTM A500, GRADE B, FY = 46 KSI RETAINED BY THE INSPECTOR FOR AT LEAST 2 YEARS AFTER 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE REFER TO THE PROJECT DETAILED SPECIFICATIONS AND DRAWINGS FOR (C) ELECTRODES : AWS D1.1, CLASS E70XX DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE COMPLETION OF THE PROJECT, AND MADE AVAILABLE FOR PDC (D) STRUCTURAL FASTENERS: CONCRETE. INSPECTION DURING THE PROGRESS OF THE WORK. ADDITIONAL REQUIREMENTS HIGH STRENGTH BOLTS: ASTM A325 OR A490 AS INDICATED SUBMITTALS 11. PATCH, REBUILD AND RESTORE CEILINGS, PARTITIONS, PLASTER, MACHINE BOLTS: ASTM A307 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 5. THE FOLLOWING SUBMITTALS SHALL BE COORDINATED WITH PAINT, FINISHES, ETC. DAMAGED OR DEMOLISHED DURING OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE ON PLANS. ARCHTIECT FOR SUBMITTAL TO PDC FOR REVIEW 10 WORKING DAYS 13225 DANIELSON ST., SUITE 200 CONSTRUCTION ACTIVITY. REFINISH SURFACES TO MATCH ADJACENT 2• ANCHOR BOLTS: FINISH, FOR CONTINUOUS SURFACES, REFINISH TO NEAREST (A) THREADED RODS: ASTM A36 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, BEFORE START OF WORK REQUIRING SUBMITTALS. POWAY, CA 92064 INTERSECTION OR NATURAL BREAK. FOR AN ASSEMBLY, REFINISH (6) ANCHOR BOLTS: ASTM A307 DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC TEL: (858) 668-2828 ENTIRE UNIT. RESTORE WORK WITH NEW PRODUCTS. SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC FAX: (858) 668-2827 3. SHEAR STUDS: ASTM A108 GRADE 1015 (AISC MANUAL) UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND A. SHOP DRAWINGS. 12. PROVIDE PROTECTION FROM WEATHER AND DUST TO AREAS ALL HOOKS SHALL BE STANDARD, UNO. B. MIX DESIGN OF CONCRETE. CONSULTANT: EXPOSED DUE TO CUTTING AND UNCOVERING OF EXISTING SURFACES. 4. STEEL FABRICATOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. STEEL FABRICATOR TO COORDINATE WITH 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED C. MIX DESIGN OF MASONRY GROUT. 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE MECHANICAL SUBCONTRACTOR FOR THE SIZE, LOCATION AND FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON CONDITIONS BEFORE STARTING WORK. DIMENSIONS OF THE MECHANICAL UNITS AND OPENINGS. DRAWINGS: D. DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS. 14. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS 5. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONCRETE CAST AGAINST EARTH ........3 IN. ACCORDANCE WITH AISC SPECIFICATIONS. CONCRETE EXPOSED TO EARTH E. MATERIAL SPECIFICATIONS INCLUDING BUT NOT LIMITED TO OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS, SHALL BE OR WEATHER: NON-SHRINK GROUT, CURING COMPOUND, ANCHOR BOLTS, ETC. BROUGHT TO THE ATTENTION OF PDC BEFORE PROCEEDING WITH THE 6. ALL STEEL SHALL BE FABRICATED AND ERECTED BY A CITY N6 AND LARGER ..........................2 IN.WORK INVOLVED. F. TEST REPORTS INCLUDING BUT NOT LIMITED TO TEST RESULTS OF APPROVED AND ICC LICENSED STEEL FABRICATOR. #5 AND SMALLER & WWF .........1 1/2 IN. CONCRETE, EPDXY ANCHORS TO EXISTING CONCRETE AND 15. SHOP DRAWINGS AND PROCEDURES REQUIRED BY THE 7, ALL WELDING SHALL BE DONE BY AMERICAN WELDING SOCIETY ULTRASONIC TESTING FOR FULL PENETRATION WELDS SHALL BE SPECIFICATIONS OR GENERAL NOTES SHALL BE SUBMITTED TO PDC FOR AND CITY CERTIFIED WELDERS USING AN ELECTRIC ARC PROCESS.(AWS) NOT CAST AGAINST THE GROUND:CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR SUBMITTED TO OWNER WITHIN 3 DAYS OF COMPLETION OF WORK. REVIEW 10 WORKING DAYS BEFORE START OF WORK REQUIRING ..;, APPROVALS. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING SLAB AND WALL ........................3/4 IN. G. WELDING PROCEDURE SPECIFICATIONS (WPS). 16. REVIEW OF SHOP DRAWINGS BY STRUCTURAL ENGINEER IS ONLY 8. MILL REPORTS SHALL BE FURNISHED TO THE CITY FOR ALL BEAMS AND COLUMNS ...............1 1/2 IN. DRAWN BY: CHK.:=APV:: FOR GENERAL CONFORMANCE WITH THE INFORMATION PROVIDED IN THE STRUCTURAL STEEL MEMBERS OR OTHER RECORDS ATTESTING THAT THE 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES .;CC DPL SAS CONTRACT DOCUMENTS AND SHALL NOT BE CONSTRUED AS ACCEPTING SPECIFIC GRADE CONFORMS TO UNIFORM BUILDING CODE STANDARD OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION RESPONSIBILITY FOR SAFE CONSTRUCTION PRACTICES. 27-1. OTHERWISE, TESTING OF MATERIALS WILL BE REQUIRED. 4.2.4. LICENSER: �Lle 17. SHOP DRAWINGS ARE AN AID FOR THE FIELD PLACEMENT AND ARE 9. HIGH STRENGTH BOLTS INSTALLED AS BEARING BOLTS [A-325N] 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL y SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE SHALL BE TORQUED TO SLIP CRITICAL TENSION REQUIREMENTS AS BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. 1 RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT DEFINED BY THE LATEST PUBLICATION OF "RESEARCH COUNCIL ON THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TOALL STRUCTTURALUCTION IS DRAWINGS.IN FULL AGREEMENT THE CONTRACTOR'S WITH RESPONSIBILITY ALSO STRUCTURAL CONNECTIONS" SECTIONS BC. ASNSHOWN ON THEEDRAWINGS.TION FOR NO REBAR SHALLENT BE CUTTH OR ' U. INCLUDES BUT IS NOT LIMITED TO DIMENSIONS BEING CONFIRMED AND 10. HIGH STRENGTH BOLTS REQUIRED TO BE SLIP CRITICAL [A325 OR WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CORRELATED AT THE JOB SITE. PDC SHALL BE NOTIFIED IN WRITING A4901 CAN BE INSTALLED BY USE OF DIRECT TENSION INDICATOR IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY of 5hi. IF ANY DISCREPANCIES ARE FOUND. CONFORMANCE WITH ASTM F959-85, OR CAN BE TENSION SET. RAMSET/REDHEAD OR APPROVED EQUAL, UNLESS NOTED QpOFESSIO CONTINUOUS INSPECTION IS REQUIRED DURING ALL SLIP CRITICAL HIGH OTHERWISE. SPECIAL INSPECTIONS, WHEN REQUIRED BY - 18. NO CHANGES SHALL BE MADE TO THE DESIGN, UNLESS APPROVED STRENGTH BOLT INSTALLATIONS AND TIGHTENING OPERATIONS. GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN BY THE ENGINEER OF RECORD. DEVIATIONS FROM CONTRACT INSTALLATION SHALL BE CHECKED BY TORQUE WRENCH, CALIBRATED IN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. u ayC N DOCUMENTS SHALL BE REQUESTED IN WRITING PRIOR TO SUBMITTING THE FIELD BY A DEVICE CAPABLE OF MEASURING DIRECT TENSION * 216 # SHOP DRAWINGS. APPROVED DEVIATIONS SHALL BE CLEARLY BOLTS. E B-3 HIGHLIGHTED ON SHOP DRAWINGS SUBMITTED FOR REVIEW. INSPECTIONS: i• �T9lP OF CAUF�� INCORPORATE 11. ALL STRUCTURAL STEEL ERECTED WITH ANCHOR BOLTS SHALL r";r`V 19. USE AT GOVERNING AGENCY BY INFORMING BUILDING DEPARTMENT WHENCONTRACTOR SHALL KNOW AND COMPLY WITH REQUIREMENTS OF AN APPROVED ALTERNATE MATERIAL UNDER AN ICBO MUST PLUMBED AND LEVELED TO FINAL POSITION WITH DOUBLE NUTS. NOO 1 INCORPORATE ALL THE SPECIFIED PROCEDURES, CONDITIONS, MATERIAL LEVELING PLATES SHALL BE USED. \✓ SPECIFICATIONS AND INSTALLATION INSTRUCTIONS ON THE PLANS. REQUIRED INSPECTIONS ARE TO TAKE PLACE. 12, ALL STRUCTURAL STEEL SURFACES TO BE WELDED OR HIGH INSPECTIONS ARE REQUIRED FOR: 20. THE OWNER SHALL RETAIN THE SERVICES OF A TESTING STRENGTH BOLTED, TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAY 2. IN J` LABORATORY AND INSPECTION AGENCY AS SPECIFIED HEREIN AND AS APPLIED FIREPROOFING, OR TO BE ENCLOSED BY FINISH MATERIALS, * REQUIRED BY THE CBC. SHALL BE LEFT UNPAINTED. ALL STRUCTURAL STEEL WORK* ALL CONCRETE WORK -SHEET TITLE: STRUCTURAL WOOD 13. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER, LE, * ALL MASONRY WORK .. 7 MECHANICAL PLATFORMS AND ROOF TOP EQUIPMENT SUPPORTS, SHALL ALL REINFORCING STEEL - 1.ALL WOOD MEMBERS SHALL BE DOUGLAS FIR - LARCH #1 GRADE BE HOT DIPPED GALVANIZED. ANY WELDING PERFORMED ON * ALL EXCAVATIONS •" MARKED BY A RECOGNIZED GRADING AGENCY (WCLA, WWPA, OR WCUB). GALVANIZED MEMBERS SHALL BE TOUCHED UP WITH ZINC RICH PAINT "A 'v -' .PLYWOOD SHEATHING SHALL BE DOUGLAS FIR CONFORMING TO " SHALL "PRODUCT STANDARD PSI-95",AND SHALLL IN THE FIELD. 3. SPECIAL INSPECTIONS {.\./X BE GRADE MARKED BY APA, 14. ALL OTHER STRUCTURAL STEEL SHALL HAVE A SHOP COAT OF A) THE OWNERS SHALL EMPLOY SPECIAL INSPECTORS WHO SHALL STRUCTURAL NOTES APPROVED PAINT. PROVIDE ADDITIONAL INSPECTIONS DURING CONSTRUCTION IN 3. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE ACCORDANCE WITH CBC CHAPTER 17. a PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER OF 15. ALL NEW STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL B) ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN RECORD. SCALE AND OIL AFTER FABRICATION, THEN GIVEN ONE SHOP COAT OF INDEPENDENT CERTIFIED INSPECTOR FROM AN ESTABLISHED TESTING RUST INHIBITIVE PRIMER. ALL UNPAINTED SURFACES AND SURFACES AGENCY, LICENSED AND APPROVED BY THE BUILDING DEPARTMENT. SHEET NUMBER: 4. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. WHERE PAINT HAS BEEN DAMAGED AND/OR MARKED SHALL BE GIVEN A C) ALL INSPECTIONS SHALL BE CONTINUOUS, UNLESS OTHERWISE (.. - FIELD TOUCH-UP COAT OF PRIMER USED FOR THE SHOP COAT. NOTED. 16. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY SIMI THE ENGINEER PRIOR TO FABRICATION. J Royal Street SCALE NOTE: BLOCK WALL NOTES: CO/17/)7Un%Cat%O/7S IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK 1. MASONRY UNITS SHALL BE MEDIUM WEIGHT, GRADE N. TYPE I. California, LLC FOR REDUCTION OR ENLARGEMENT 2. MORTAR SHALL BE ASTM C 70. GRADERADE M OR S. 3. GROUT SHALL HAVE A MINIMUM STRENGTH OF 2000 PSI AT 28 DAYS USING TYPE V CEMENT 2913 EL CAMINO REAL. #561 PER ASTM C-476. TUSTIN, CA 92782 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. 5. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL CONFORM TO THE UNIFORM BUILDING PROJECT INFORMATION: CODE, LATEST EDITION. NOTE: NEW ROYAL STREET EQUIPMENT LEASE AREA 0 6. ALL WALL CORNERS OF ANGLES SHALL BE TIED TOGETHER WITH CORNER BARS TO MATCH LA-3407A _ 'y� HORIZ. REBAR, AND A 40 DIA, MINIMUM LAP SPLICE. ALL BARS ARE PLACED NEAR 4 NEW ROYAL STREET �L 7. FILL ALL CELLS SOLIDLY WITH GROUT. CENTER OF CONCRETE SLAB, CROWN COLLOCATION-879855 8. SPECIAL INSPECTION IS REQUIRED FOR THIS MASONRY WALL. DRAWING IS JUST SHOWN FOR ACCESS GATE 9. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 2500 PSI AT 28 DAYS. CLARITY. ALBERNILL CREEK 17425 BAKER STREET LAKE ELSINORE,CA 92530 NEW 2-#4 AT TOP CURRENT ISSUE DATE: OF WALL L--_.....---......__. ...---.----....-_._.._ ` EXISTING WALL NEW #4 ® 24" 03/05/09 I I * & FOOTING (TYP) C NEW 8" THICK 2 •^'' CONCRETE SLAB o i ISSUED FOR: N NEW B' HIGH 100% CONSTRUCTION �\ `! MASONRY WALL DRAWING W _ REV.:DATE:DESCRIPTION: BY: o 03/02/09 CONSTRUCTION JCC f DRAWING 100% CONSTRUCTION '�+ ,, I • a' 2'-10" 5 0" 0 03/05/09 DRAWING MI G� NEW 4" THICK x I _ __ .. __ - NEW #4 ® 16' _.. EQUIPMENT -4` I DOWEL & VERTICAL CONCRETE SLAB 7 r I n :r.'' I BARS NEW 8' THK.AB z o 3 CONCRETE SLAB _ _. I IL- ` EXISTING WALL 3- #4 CONTINUOUS I I I II & FOOTING PLANS PREPARED BY: -1-- --4 -14.- ' NEW 8'-0" HIGH- CMU WALL L- -- --------------L. _ I-I PDC ..I ' \ �. . , . • .. • • ° • • • ' FIN. GRADE NEW 2-#4 13225 UANILI,,UN SI., SUIIL 200 CONTINUOUS ,I z POWAY, CA 92064 lj ! TEL: (858) 668-2828 EXISTING OUTLINE OF CONCRETE NEW #4 REINFORCING BAR FAX: (858) 668-2827 CMU WALL PAD FOOTING ® 12" O.C. EACH WAY ` 1" THICK NEW #4 ® CONSULTANT: COMPRESSIBLE 12' O.C. HARD BOARD NEW 6" MIN. COMPACTED NEW #4 ® 12" EACH 2- #4 CONTINUOUS, CRUSHED STONE OR WAY AT MIDDLE OF SLAB TYP. GRAVEL EQUIPMENT PAD PLAN VIEW 2' 0 2' /2,SCALE-o 1 EQUIPMENT PAD AND RETAINING WALL SECTION 2 TYP (N) 1/2"0 HILTI KWIK WASHER, LOCK 3/16 WASHER, FLAT rDRAWN BY: CHK.:=APV.: BOLT 3 WITH 4" MIN. L EMBED. (ESR-1385), TYP. CABINET (N) L2x2x3/16 (N) MASONRY WALL INSULATING WASHER JCC DPL SA$ ® 24" O.C. LICENSER: ""rlis (N) L2x2x3/16 a° a °e CONCRETE DOOR FRAME - (1) #5 BAR 4,_0„ rt ;>:: t�sj x I SLAB `0gsha11bew, cN�f` rorr o7 ihnr n on (N) CMU WALL (E) CMU WALL ' ' " 'nU arc°l7hetrppvls`n le (N) L2x2x3/16 - -� -� 1/2"0 HILTI KWIK BOLT Io uI -- oa °e TZ WITH 2" (MIN.) oQtt0=10A� h EMBEDMENT DEPTH PER (N) 44 HEAVY (N) TS 2x2x3/16 < ICC-ESR #1917 DUTY BUTT HINGE POST ' (TYP-4 PER CABINET) �Mo.c6o2t8 (TYP-3) TYP N) TS 2x2x3/16 * EXP.6-30-10 x POST (TYP-2) sfgl I 1 ?gyp - -- GATE POST CONN. DETAIL 5 CABINET ANCH. DETAIL 7 POFCWF� (N) TS 2x2x3/16 0 4.33" 26.77" 4.29" 29.49" DEADBOLT WITH SLEEVE in 5 [EEC WALL AND PADLOCK DRILL TH ST IS SHEET TITLE: \\ HOLE FIR 4D MIN. FOR 180' HOOK AT CORNER \ /�1 / N o MODULAR EBRE 06 EQUIPMENT (J// a 'O CELL BATTERY �O n N 4.0/4.08 CABINET N ENCLOSURE AND x 180' BEND 45' BEND 90' BEND n STRUCTURAL DETAILS 40d , D = 06" 8 BARS & SMALLER (2) #4 BARS ^.i D = 08" 9 THRU - #11 BARS N D - 010".. 14 THRU - 18 BARS SHEET NUMBER: 35.40" pt:� 35.75" N D = BAR DIAMETER o FRONT SM2 REINFORCEMENT DETAIL @ CORNER 3 1 ACCESS GATE DETAIL 4 REBAR BENDS DETAIL g TCABINET BOLTING PATTERN 8 AND END OF CMU WALL - I SCALE NOTE: DIMENSIONS SHOWN ON PLAN Royal Street I00 F F Communications NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT 1 1/4"xi/4" TENSION Ca/�fOrn�a� LLC NEW ROYAL STREET EQUIPMENT LEASE AREA BAR WITH 3/8"0 M.B. 8' MIN. 2913 EL CAMINO REAL, #561 ® 24" O.C. TUSTIN, CA 92782 1/2 m M.B. PROJECT INFORMATION: 6'-0" 6'-0" 6'-0' (TYP-2) TOP OF 9 GA. CHAINLINK TOP OF CMU WALL CMU WALL LA•34O7A FABRIC 4 -<ia 5 a ' S i ° CROWN COLLOCATION•879855 4 NEW ROYAL STREET a-` ° S \ ALBERHILL CREEK S-2 ACCESS GATE - 5_Ff <4 4 ——s �'+ t a a` ;4 4 a o 17425 BAKER STREET ° <5 , s ELSINORE,CA 92530 (N) L3x3x1/4" ATTACHED - LAKE TO NEW CMU WALL NEW.S M4x6 (PREFERRED ----.+,;-.- s CURRENT ISSUE DATE: OR W4xl3, TYP. 2) - .�- n-. .-- 5/8"0 HILTI KWIK BOLT 3 `c (LARR# 25577) ® 16" O.C., L3x3x EW ATTACHED { - < 03/05/09_ 2 3 5 TO NEW CMU WALL d MIN. 4' EMB. DEPTH ,-a �� 5/8"0 HILTI KWIK BOLT 3 - t ISSUED FOR: W (LARK# 25701) ® 16" O.C., MIN. 4" EMB. DEPTH 100% CONSTRUCTION z NEW M4x6 (PREFERRED DRAWING w OR W403, TYP. 2) a REV.:DATE:DESCRIPTION: BY: o 0 CHAINLINK LID SUPPORT @ CMU WALL 2 CONNECTION DETAIL 3 A D3 D2 Q9 90% CONSTRUCTION CC W 4'e s s / / DRAWING w 1007 CONSTRUCTION C NEW 4" THICK - ; 0 03/O5/09 pRAWING MI EQUIPMENT i r w (N) L3x3x1/4", TYP. CONCRETE SLAB � I � 3 z P PLAN NEW 8'-0" HIGH— CMUS PLANS PREPARED BY: WALL PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 EXISTING 4 TEL: (858) 668-2828 CMU WALL _ 1 1/4"x1/4" TENSION B1� 4,.R . CHAINLINK FAX: (658) 668-2827 WITH 3/8"0 M.B. 0 24" O.C. FABRIC NEW ROYAL STREET CONSULTANT: CHAINLINK LID TOPPER, TYR. CHAINLINK LID PLAN 1 CHAINLINK FABRIC TO WT CONNECTION7 4 NOT USED 5 .-DRAWN BY: CHK. APV.: JCC DPL77 SAS LICENSER, S Aro'ial hs of 69, ' t QROFFSS/ m 60216 z EXP.6-30-10 01 V 1 OF CAUEO /f j \��} t 5` SHEET TITLE: ' r CHAINLINK LID PLAN AND DETAILS SHEET NUMBER: Sw3 SCALE NOTE: Royal Street IF DIMENSIONS SHOWN ON PLAN Communications DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 CAUTION: '2A PROJECT INFORMATION: U/G SCE ELEC. CONDUITS IN THIS o n AREA. VERIFY LOCATIONS. y ry LA-3407A ' CROWN COLLOCATION-879855 ALBERNILL CREEK I ' \ 17425 BAKER STREET LAKE ELSINORE,CA 92530 c� CURRENT ISSUE DATE: I I I 03/05/09 i I NEW(CONTROLLER 2 i ISSUED FOR: II i NEW OYAL STIR T 100% CONSTRUCTION 8' GH CMU ALL i to DRAWING REV.:DATE:=DESCRIPTION: BY: A 03/02/09 90% CONSTRUCTION JCC Li DRAWING �. I —..FF —..— —•• 0 03/05/09 DRAWING CONSTRUCTION MI ROYAL STREET EQUIPMENT CABINETS ON o RAISED CONCRETE PAD 0 0 8 NEW CLIMBING IVY PLANS PREPARED BY: L-y (TYP.) I Iv iv n I I P DC L 2 i I "— 13225 DANIELSON ST., SUITE 200 NEW CONTROL(T) I I / \r VALVE TEPOWAY, CA 92064 � _..-.� I i L: (858) 668-2828 FAX: (858) 668-2827 / I CONSULTANT: NEW 24" BOX EUCALYPTUS 3 (E) SCE ELEC. -' TREE, TYP-6, I HAND HOLE L-2 I � - I (E) CONTROL VALVE (WATER P.O.C.) NEW LATERAL PIPELINE SCH. 40 0 12" BELOW DRAWN BY: CHK.:=APV.: GRADE (TYP) JCC DPL LICENSER: I � Ilk c �pOFESSION �y0 IL (E) CROWN CASTLE x '� it eicP.6-30-to CMU WALL ENCLOSURE < C'J�•} �f9rF OF CAL1F'�a`P LEGEND: ".`, / SHEET TITLE: .- / \ `j RAINBIRD (HALF) 1806 SAM-PRS SHRUB •'r ,SPRAY LANDSCAPING AND IRRIGATION RAINBIRD (QTR.) 1806 SAM-PRS SHRUB PLAN r 5 --i NEW LATERIAL PIPELINE P.V.C. SCH 40, AT SHEET NUMBER: 12" BELOW GRADE • P.O.0 MAKE POINT OF CONNECTION TO EXISTING LATERAL �. '' ° 4' LANDSCAPING AND IRRIGATION PLAN SGALE 1 j FINISH GRADE Royal Street Communications /J California, LLC 1. SUBCONTRACTOR SHALL OBTAIN CLARIFICATION TO 1. THE SCOPE OF LANDSCAPE WORK INCLUDES: ALL NECESSARY 2913 EL N, CAAMINO REAL, #561 o PVC SCH80 NIPPLES TUSTIN, CA 92782 QUESTIONS RELATIVE TO THE DRAWING BEFORE DEMOLITION AND CLEAN-UP, NEW PLANTINGS, GRADING, IRRIGATION 4 FMARE P-UP SUBMITTING A BID. SYSTEM AND ALL SITE RESTORATION DUE TO THE INSTALLATION OF ' HEAD PROJECT INFORMATION: COMMUNICATION EQUIPMENT AT THE LEASE AREA. 2. SUBCONTRACTOR SHALL PROVIDE ALL MATERIALS, MARLEX 90' STREET CH80 NIPPLE LA-34O7A EQUIPMENT AND LABOR NECESSARY TO COMPLETE 2. RESTORE ALL ELEVATIONS, ROUGH AND FINE GRADING, SLOPE AWAY e THE WORK SHOWN ON THE DRAWINGS. FROM ALL STRUCTURES. ELLS (3) CROWN COLLOCATION-879855 PVC TEE OR ELL 3. SUBCONTRACTOR SHALL MAINTAIN A QUALIFIED 3. EXISTING PLANT MATERIAL AT COMMUNICATION SITE SHALL BE ALBERHILL CREEK SUPERVISOR FAMILIAR WITH TYPE OF WORK AND REMOVED WITH EXCEPTION OF PLANTS SPECIFICALLY NOTE ON 9 THE CONTRACT DOCUMENTS ON SITE AT ALL TIMES PLAN. 17425 BAKER STREET DURING INSTALLATION OF THE WORK AND PRIMARY I SPRINKLER X 90' STREET ELLS (3) MAINTENANCE. 4. APPLY HERBICIDE PER MFG. RECOMMENDATIONS AT LEASE AREA OR LATERAL PIPE LAKE ELSINORE,CA 92530 AS NOTED. 4. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CURRENT ISSUE DATE: BECOMING FAMILIAR WITH ALL UNDERGROUND 5. REMOVE WEEDS, GRASSES AND ROOTS (6") BELOW GRADE, FINE UTILITIES, DAMAGE AND REPLACEMENT OF SAID GRADE AREA (1„) BELOW ADJACENT PAVING. REMOVE OFF SITE ALL UNDERGROUND ELEMENTS. DEBRIS. POP-UP HEAD DETAIL 4 03/05/09 5. SUBCONTRACTOR SHALL REMOVE ALL NECESSARY RUBBER CINCH TIE 6. FOLLOWING PLANT INSTALLATION BEGIN A SCHEDULED ROUTING OF LODGEPOLE PINE TREE PERMITS AND LICENSES AND ASSURE THAT ALL WEED ABAITMENT AT LEASE AREA. STAKE (STAKE ONLY CONTROL VALVE BOX WORK TO BE PERFORMED MEETS OR EXCEEDS ALL THOSE TREES THAT ARE ISSUED FOR: APPLICABLE CODES AND ORDINANCES OF PRIVATE 7, SOIL CONDITIONING: INCORPORATE BY ROTOTILLING 10-10-10 SLOW CROWN TO BE 1 1/2" NOT SELF-SUPPORTING) �O OR GOVERNMENTAL AGENCIES HAVING JURISDICTION RELEASE FERTILIZER, (4) CU. YDS. OF NITROLIZED WOOD SHAVINGS ABOVE FINISH GRADE f1I BUNDLE AND TAPE Q00 CONSTRUCTION OVER THE PROJECT. PER 1000 SQ.FT. AND 100 LBS. OF GYPSUM PER 1000 SQ.FT. WATERING BASIN 4" II CONTROL WIRES I 6. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE g FOLLOWING PLANT INSTALLATION "DUST' ALL PLANTED AREAS WITH II COORDINATION BETWEEN LOWER TIER HIGH EXISTING WATER FINISHED GRADE DRAWING WOOD SHAVINGS. SLOPE OUTLET OR REV.:=DATE:=DESCRIPTION: BY: SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH 1'�FT HOSE BIBS ALL CONSTRUCTION OPERATIONS. ALL PIPING, \ FINISHED GRADE 90% CONSTRUCTION CONDUIT, SLEEVES, ETC, SHALL BE IN PLACE PRIOR 9• MAINTENANCE: BEGIN (90) DAY PERIOD OF SCHEDULED WEEKLY \ /\ A 03/02/09 JCC TO INSTALLATION OF CONSTRUCTION ITEMS. SITE VISITS TO REVIEW PLANTINGS, REPLACE IMMEDIATELY ALL /\\//�/ '\//\\//\\//\�/ DRAWING DAMAGED, DEAD OR MISSING PLANTS. \/\>'\ 100% CONSTRUCTION 7. ALL PROGRESS INSPECTIONS CALLED FOR IN THE \ \/\ /SLOWTI RELEASE FILL W/ 0 03/OS/09 MI 10. A FINAL INSPECTION AND APPROVAL BY OWNER AND LOCAL \ //\/ SCHED. 40 PVC DRAWING GENERAL CONDITIONS OF APPROVAL OR INDIVIDUAL JURISDICTION SHALL OCCUR AT END OF 90 DAY MAINTENANCE. m \\/ \/� FERTILIZIER PIPE & FITTINGS SUB-SECTIONS SHALL BE COMPLETED BEFORE ROOTBALL (1 TYP) TO FILTER SUCCEEDING WORK IS STARTED, ANY WORK & ••"' COVERED BEFORE REQUIRED INSPECTIONS ARE 11. LONG TERM MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE /\ •'••:••+'r•! /� COMPLETED WILL BE EXPOSED FOR REVIEW AT THE OWNER. SUBCONTRACTOR'S EXPENSE. C TROL VALVE ON 12. CONTRACTION SHALL SATISFY LOCAL JURISDICTIONS LANDSCAPE UNDISTURBED SOIL - GUIDELINES AND DETAILS FOR LANDSCAPE INSTALLATION. ?o 4" DEEP (MIN.) PEA GRAVEL PLANS PREPARED BY: SCARIFY SURFACE IF MAINLINE FROM --- GLAZED SOURCE 2X ROOTBALL DIA. UNMORTARED STANDARD PDC BRICKS 4"x8"x2 1/2" ON COMPACTED SUBGRADE GENERAL NOTES 1 SITE SPECIFIC PLANTING NOTES 2 TREE PLANTING DETAIL 3 TYPICAL CONTROL VALVE DETAIL 5 13225 POWAY,OCAS920641TE 200 TEL: (858) 668-2828 FINISHED GRADE NEW CMU WALL FAX: (858) 668-2827 NEW CMU WALL CONSULTANT: �\y \ j\///\�//�//j//�/ — -- i� NEW CLIMBING VINES SLURRY v NEW LATERAL PIPE BACKFILL LOOSEN SOIL PER PLAN DRAWN BY: CHK.:=APV.: s" JCC DPL \\ NEW CLIMBING VINES � LICENSER: TYPICAL CMU WALL FOOTING 12" MAX PREPARED SOIL SECTION ELEVATION �pOFFSSIp IRRIGATION TRENCH DETAIL 6 VINE PLANTING DETAIL W Z 60216 A CONTROLLER MOUNT 8" MAX. EXP.6-30-10 PEDESTAL OR WALL - '-� r''<`- 0/CAI\FD�aP �W i HEET TITLE: FINISHED GRADE TO CONTROL VALVE �' V LANDSCAPING i Iv , AND IRRIGATION U DETAILS FROM POWER 3•' SWEEP ELL SOURCE SHEET NUMBER: 2" CONCRETE BASE (WHERE x24" • (WHERE REQUIRED) I I _7- L2 TYPICAL CONTROLLER DETAIL 7 NOT USED 9 NOT USED 10 i i I rl SITE NUMBER: LA3407A SITE NAME: ; Crown Collocation — 879855 Alberhill Creek - . a1 � 5 > STRUCTURAL CALCULAT►ONS� FOR THE DESIGN OF AN 8,�CMU .WALL EQUIPMENT �31 ENCLOSURE ND EQUIPMENT ANCHOR A AGE " ` CALCULATIONS is PREPARED FOR: _ Royal Street Communications', LLC 2913 El Camino Real, #561 Z Tustin, CA 92782 PREPARED BY- "f ° ` u� ` FOR p;. ti ;j50GlgT-St .N M PDC Corporat onTT FALEh' 13225 Danielson St., Suite 200 —; � r aZiefence to the to Authorization is Poway CA 92064 s tra , andin9 rose l�,an errnit p Phone: (858) 6fi8=2828dds 3 '-',,,Id;n3 fi T nr�rlte +C tt�'Jtf-'�'f 'Igenclt's- Fax: (858) 668-282.7°y all am-)" permit based �n al=PLOY`"' of a P ort '''r'r` t of be construed ° PR issuan the ,,, y k�}'�l�on to 9ivf OFE ��, 4 :: + of the aPP,. al_°apProv resumed of Suc `';�.. rrnit p S ' -,e rov!sions r ordina�� � r,c el 1ho to " C 60216rLld all be valid- EXP.0613011 �lv CIVIL CF CALIf 02/27/09 Ppe Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by: JZChecked by: SS Poway, CA 92064-6843 Phone: (858)668-2828 Date:0 211 9/2 0 09 Fax:(858)668-2827 Structural Design Calculation for Metro PCS Site LA-3407A SITE NAME: Crown Collocation - 879855 Alberhill Creek Design Code: 2007 California Building Code -. 1-. I `.. ..+..?.•r• rl�i.�:lfFi-':.i/.risk:: ;�.i iz:�.+ —. [ ;>" fir.. f�%' ---' ----_-i-I--•-'-••i'I =�__..I` :---I_E' `�}._-_"' �` 1 it •I ;;...{;1 �,ni.,• !n.�,� I + 1...1.1.� ssuwl.. i`f � I C;: :-{ �� ._:�" =i_' •Lj'-_I — Imo ,,,I -Irl .�,, VX �' yl N CMU Wall Footing14 __.. it r''%Sr:_ •:• dk- ti,. sa<cio_e`�•__ :�I,��Il;"•' - New Equipment Layout&CMU Wall Plan 1 of 10 POC Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by: JZ Poway, CA 92064-6843 Checked by: SS Phone: (858)668-2828 Date:02/19/2009 Fax: (858)668-2827 #4@24",2-#4 at Top of the Wall (N)8'high 2'-10" 3'-6" 5'-0' Masonry Wail (E)Wall& Footing (N)8"Concrete Slab #4 @ 16"Dowel $Vertical Bars #4@12" I"Thick Compressible EW, Hard Board [(F-; ' 6"Min.to Match — — — — Building Footing 3-#4 Continuous 2-#4 Continuous, 1'2" 6"Min.Compaded Typ• Tvo Crushed Stone Wall Section Masonry Wall Design CMU wall height, h = 8.00 ft Lateral Loads Wind Load: Assuming Exposure C Where qZ= 0.00256K,KeKdV21 = 13.36 psf where Kz= 0.85 Height above ground < 15' Kn= 1.00 Kd= 0.85 V= 85 mph (3-second gust speed) I = 1.00 G = 0.85 (Assuming rigid structure) Cf= 1.45 (Conservatively using B/s = 1) Therefore, F=q,GCfAf= 16.5 psf'At 2of10 POC Job Name: Metro PCS LA34O7A 13225 Danielson Street Prepared by: JZ Poway, CA 92064-6843 Checked by: SS Phone: (858)668-2828 Date:O2/19/2O09 Fax: (858)668-2827 Seismic Load: Ss = 1.61 g SI = 0.601 g Site Class = D (Soil Profile Name-Stiff Soil Profile) Assumed Site Coefficient Fa = 1.00 Site Coefficient Fv= 1.50 SMS = FSSs= 1.61 g SMI = F�S1 = 0.902 g SDs=2/3*SMs= 1.07 g SDI = 2/3*SMI = O.60 g Design the wall as nonstructural cantilever element Importance Factor, IP 1.0 Component Amplification Factor, aP 2.5 Component Response modification Factor, RP 2.5 Roof Height, h Component Attachment Height, z 0.0 x h Total Lateral Force: Fp _ 0.4aR DS 11 (1+2 h) Wp = 0.43 WP P Design the wall as nonbuilding structure. Per ASCE 7-05 Table 15.4-2,for all other reinforced masonry structure not similar to buildings, R= 3 The base shear, V=Cs*W =SDs*l1R*W = 0.36 W Conservatively use FP to design free standing masonry wall E„=0.2SDSWP= 0.21 WP For allowable design using basic load combinations, Fp'=0.7FP= 0.30 WP For allowable design using basic load combinations, E„'= 0.7E„= 0.15 WP 3of1O PDC Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by: JZChecked by: SS Poway, CA 92064-6843 Date:02/19/200 Phone: (858)668-282$ Fax: (858)668-2827 Use the unit weight of fully grouted 8"thick masonry wall, Wp= 84 psf The uniform lateral seismic force of wall = F';)= 25 psf> 16.5 psf Seismic load is governing lateral load applied on the wall. The uniform vertical seismic force of wall = E' = 13 psf Cantilever (Freestanding) Masonry Wall Reinforcement Design Nominal masonry block dimensions (unit = in)= 8 x 8 x 16 Wall thickness, b = 7.625 in. Radius of gyration for full grouted wall, r=b/sgrt(12)= 2.20 Material Properties: fm = 1500 psi Mortar Type= M Grout Strength = 2000 psi fy= 60000 psi Fs = 24000 psi Es = 29000000 psi Em =900'fm = 1350000 psi n = Es/ Em = 21.48 Allowable Stresses of Reinforced Masonry Structures: Allowable Flexural Compression Stress, Fb =0.33 fm, 2000 psi Max. Fb = 500 psi Allowable Axial Compression Stress, Fa Fa = 0.25'fm'[1 -(h/(140"r))^2] for h/r<=99 Fa = 0.251m (70"r/hr2 for h/r>99 h/r= 43.61 Fa=0.25'fm'[l -(h/(140*r))"2] = 339 psi (fa/ Fa)}(fb/Fb)<= 1.0 4of10 pipe Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by: JZ Poway, CA 92064-6843 Checked by: SS Phone: (858)668-2828 Date:02/19/2009 Fax. (858)668-2827 Allowable Flexural Shear Stress, Fv= 1.0*sgrt(fm), 50 psi Max. Fv = 38.7 psi Allowable Bearing Stress, Fbr=0.25*fm = 375 psi Allowable Stress Design for Cantilever CMU Wall Total axial load on wall, P=Wp*h +E,; = 773 lbs./ft Total shear force,V=Fn*h = 202 lbs./ft Total moment, M =V*h/2 = 808 ft-lbs./ft Try#4@16": As = 0.20 in12 s= 16 in Study one foot length of the wall, L = 12 in As,adj =As*Us = 0.15 in d = b/2 = 3.81 in p =As/(sd) = 0.003 nn = 0.070 k=sgrt(2/-)n+ (on)A2)-pn = 0.311 kd = 1.187 j = 1 - k/3 = 0.896 fb =2M/QkLdA2) = 398.3 psi fs = M/(As,adj*j*d)= 18915 psi fa = (P+ E„)/(L*b)= 9.7 psi fv = V/(L*d) = 4.4 psi Check stresses ratio fs/ Fs = 0.79 < 1.0, OK fa/Fa= 0.03 < 1.0. OK 5of10 POC Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by: JZ Poway, CA 92064-6843 Checked by: SS Phone: (858)668-2828 Date:02/19/2009 Fax: (858)668-2827 fv/Fv= 0.11 < 1.0, OK fbIFb = 0.80 < 1.0, OK fb/Fb+fa/Fa= 0.83 < 1.0, OK Horizontal reinforcement The required min. reinforcement ratio = 0.0007 Try#4 @ 24": As = 0.20 inA2 s= 24 in p =As/(sb)= 0.0011 >0.0007 OK Required development length for#4 standard hook(vertical bar): db= 0.5 in. Idh = 0.02fy/sgrt(fc) =0.02'60000/sgrt(2500)= 24 db = 12.0 in Foe#11 bar and smaller hooks with side cover not less than 2.5", and for 90 degree hook with cover on bar extension beyond hook not less than 2", a factor of 0.7 shall be applied. The required embedment= max(0.71dh, Bdb, 6)= 8.40 in. The provided embedment=20-3 = 17 in. > required Required splice length for#4 bar Id =0.13'db2.fy*y/K/sgrt(fm)= 20.14 in where K=Min[(b-db)/2, s-db, 5'db) = 2.5 in. y= 1 (y= 1 for#3 to#5 bars; 1.3 for#6&#7 bars, 1.5 for others) The provided splice length = 36- 1 = 35 in. > Id 6of10 Poi Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by: JZb Checked y: SS Poway, CA 92064-6843 Ch Che:ked 2009 Phone: (858)668-2828 Fax: (858)668-2827 Design Reinforced Concrete Equipment Pad as Wall Footing CMU wall height, h = 8.00 ft Select wall footing dimensions as following: Width, B = 14 in. Depth, D = 20 in. Footing weight= 292 lbs./ft Total wall weight, P= 672 lbs./ft Moment at bottom of wall, M = 808 ft-lbs./ft Balanced by moment capacity of RC pad. Shear at bottom of wall, V= 202 lbs./ft Total weight of wall and footing, P' = 964 lbs./ft Transfer to soil under wall footing. Average soil bearing under the footing= 826 psf< 1500 psf Note: 1500 psf is minimum allowable soil bearing provided by Table 1804.2 of 2007 CBC. The selected wall footing dimensions are adequate. Design of reinforcement in concrete pad: The concrete slab thickness, b= 8.0" Study one foot length of the pad, L = 12 in Per R1.1 of ACI 318-05, the ASD method in Appendix A of 1999 code is "slightly more conservative" and "may be used in place of applicable". The balance moment in the pad, M'= M +V•D = 1144 ft-lbs./ft Select#4 @ 12"EW at middle of slab As = 0.20 inA2 s1 = 12 in As,adj =As'Us = 0.200 in Calculate stresses: f c= 2500 psi Es = 29000000 psi Ec= 2850000 psi n = Es/Ec= 10.18 7of10 Poe Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by: JZ Poway, CA 92064-6843 Checked by: SS Phone: (858)668-2828 Date:02/19/2009 Fax: (858)668-2827 Fs = 24000 psi Fb =0.45fc= 1125 psi ---,t d =4-0.5db= 3.75 in. CMU RC Pad Wall p =As/(sd) = 0.0044 Wall � /)n = 0.0452 Footin k =sgrt(2nn+(nn)1\2)-pn = 0.259 1 kd = 0.971 Wall Loads Resistance System j = 1 -k/3 = 0.914 fb= 2MIUkLdA2)= 688 psi fs = M/(As,adj j*d)= 20040 psi Check stresses ratio fb/Fb = 0.61 < 1.0, OK fs/Fs = 0.84 < 1.0, OK Required development length for#4 standard hook, db= 0.5 in. (For#5 bars) Idh= 0.02fy/sgrt(fc) =0.02`60000/sgrt(2500)= 24 db= 12.0 in Foe#11 bar and smaller hooks with side cover not less than 2.5",and for 90 degree hook with cover on bar extension beyond hook not less than 2",a factor of 0.7 shall be applied. The required embedment= max(0.7ldh, 8db,6) = 8.40 in. The provided embedment= 14 + 4/2-3.0= 13.00 in. > required The plan area of 8"thick RC pad are 18'by 12% the total weight of equipment installed on the pad is around 10000 Ibs.By inspection these is no overturning for the CMU wall supported on the RC pad. The design of reinforced concrete equipment pad as wall footing is adequate, 8of10 - ' ^ pipe Job Name: Metro PCSLA3407A 1 Danielson Prepared by� JZ ' --- Chec�edby� S� Powoy, CA' Phonm: (858)G88'2828 Datc:02/19/2009 ' Fax: (858)$68-2827 Equipment Anchoring Footprint (Provided by Lucent Technologies) 4. - H17 Cabinet Anchoring Footprint Cabinet Anchorage Each cabinet has(4) 1/2^ Hi|tiKwik Bolt TZ anchor bolts. _ yWmdnoU4.0 Cabinet Dimensions: 72" (H)x 35.4^ (VV)x 40^ (D) EBRE Battery Cabinet Dimensions: 79.4" (H)x 35J5" (VV)x 38.38^ (D) _ Governing anchor spaong = 24.0in. Seismic Lateral and Vertical Load: So= 1,61 g S, = 0.601 g Site Class D (Soil Profile Name'Stiff Soil Pro8|e) Assumed Site Coefficient F, = 1.80 Site Coefficient F,= 1.50 Sw» = F"8a= 1.81 g Sm, = F,S^ = 09015 g Sos=213°Swo = 1.07 g So, = 2/3°Sw, = 0.63 g 9of 10 POC Job Name: Metro PCS LA3407A 13225 Danielson Street Prepared by:JZ Poway, CA 92064-6843 Checked by: SS Date:02/19/2009 Phone: (858)668-2828 Fax: (858)668-2827 For design of equipment anchorage, Importance Factor, IP 1.0 Component Amplification Factor, ap 1.0 Component Response modification Factor, RP 2.5 Roof Height, h Component Attachment Height, z 0.0 x h Total Lateral Force: F,P _ 0.4aP SDs IP (i+2 h 7) Wp = 0.1 Wp P But Fp =0.3SDsIpWp - 0.32 WP E,,= 0.2SDSWp= 0.21 WP For allowable design using basic load combinations, F'P=0.7FP= 0.23 WP For allowable design using basic load combinations, E'„ =0.7E„= 0.15 WP Seismic forces on cabinets and anchor bolts: WP F'P E'„ C.G. OTM PDL(bolt) PSE(boit) Modcell4.0 1500 338 225 41" 13862 375 282 Battery 3400 766 511 44.7" 34256 850 696 Assume cabinets have 5"high mounting base, C.G. =H/2+5. Tension in Bolt( uplift force) = 1.3(PSE+ E',14)-0.6'PDL= 561 lb Shear in Bolt=1.3'F'P/4= 249 lb Use 1/2"�stainless steel Hilti Kwik Bolt TZ with 2"embedment depth to anchor cabinets. Per ESR-1917, the allowable seismic loads of such bolts in fc=2500 psi normal-weight cracked concrete are: Allowable Tension Load= 1212 lb > 561 lb Allowable shear Load = 3049 lb > 249 lb Conclusion: The selected cabinet anchorage is adequate. 10 of 10 C YN Date: June 5, 2D08 AOS�L r Catherine Garziano Crown Castle USA Inc. Crown Castle USA Inc. 2000 Corporate Drive 5350 North 48th Street, Suite 305 Canonsburg, PA 15317 Chandler, AZ 85226 (724)416-2000 Subject: Structural Analysis Report of 75 Foot-Monopole Tower Carrier Designation: Royal Street Communications LLC Co-Locate Carrier Site Number: LA3407 Carrier Site Name: Alberhi Creek Crown Castle Designation: Crown Castle BU Number: t'8798 , Crown Castle Site Name: wrkiberAill Cree Crown Castle JDE Job Number: z 10.5775 Crown Castle Work Order Number: 209087 47,q i I �'-1 -Z C) Engineering Firm Designation: Crown Castle USA Inc. Project Number: ,,f-h9087 Site Data: 17425 1/2 Baker Street, Lake Elsinore,CA„Riverside Bounty Latitude 33041'46.17", Longitude-1171��41'25'22" d ' Dear Catherine Garziano, Crown Castle USA Inc. is pleased to submit this "Structural Analysis Report's to determine the structurai !� integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 209087, in accordance with application 63950, revision 2. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we.. have determined the tower stress level for the structure and foundation, under the following load case,-to;be: LC1: Existing + Reserved + Proposed Equipment Sufficient Capaci Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. Y o The analysis has been performed in accordance with the TIA/EIA-222-F standardrand,iocal}code requirements based upon a wind speed of 70 mph fastest-mile. F R PEF �'�6 JANG All modifications and equipment proposed in this report shall be Inal in �ccordance with theAatt ched C drawings for the determined available structural capacity�to be effecti r I,� E T ,,-n nl a•�c t w n ray, ., fnr Rrlhrronr`P t he We at Crown Castle USA Inc. appreciate the opportunity.Of-providing, ou'rr�C ` in�uing professional services totyO� is and Crown Castle USA Inc.. If you have any question 'or need_#urtheroas l t nce on this1oriany other prole t please give us a call. r�= :,ranrr.a o �s�:ur. :��.� r;y pern,lt y� l ding al, proval by all appiic ble ::tty �Acj ws. Respectful) submitted by: The issue S ermit based on ai►oroval o >F41, ­Dt be construed to P, Init or ar.y .F, c , of the applicable c:�,Jes or a 14 n e r m presumed to give Douglas K. Pineo, P.E. � t11hority v olat�68 42 f l ;o provisions of such Manager Structural Design Cotes sha b2 v�* 6 s� CIv11- A�OPCALIFQ¢ RISA Tower Report-version 5.1.3.1 "T�" June 5, 2008 75 Ft Monopole Tower Structural Analysis CCl BU No 879855 Project Number 209087, Application 63950, Revision 2 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3- Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4- Documents Provided 3.1)Analysis Method 3.2)Assumptions - 4)ANALYSIS RESULTS Table 5-Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A RISATower Output 6)APPENDIX B Base Level Drawing i 7)APPENDIX C Additional Calculations t RISATower Report-version 5.1.3.1 June 5, 2008 75 Ft Monopole Tower Structural Analysis CCJ BU No 879855 Project Number 209087, Application 63950, Revision 2 Page 3 1) INTRODUCTION This tower is a 75 ft Monopole tower designed by Engineered Endeavors Incorporated in July of 1999. The tower was originally designed for a wind speed of 75 mph per TIA/EIA-222-F. - 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest-mile wind speed of 70 mph with no ice, 60.6 mph with 0 inch ice thickness and 50 mph under service loads. Table 1 - Proposed Antenna and Cable Information Center .r i Number' Feed Mountin Line - g Antenna } of Antenna Model~ of Feed Line Note Level(ft)` Elevation Manufacturer w w. Antennas , a Lmes Size:(in) DB846F65Z Y w/Mount y 60 60 6 andrew Pipe - _ 12 7/8 tower mounts — _.._._._._._T Arms -- Table 2 Existing and Reserved Antenna and Cable Information Center }r 1 r a Mounting LineNumber' Antenna, Number Feetl v Level ft Elevation of - Antenna Mode! of Feed Line NdW ( ). Manufacturer (ft' Antennas 'Lines ' Size(in) i t 6 ems wireless RR65-12-05DBL w/Mount - 4 1 5/8 2 ems wireless RR65-18-OODPL2 4 7/8 1 73 73 w/Mount Pie 2 1/2 p, 4 kathrein 782-10248 9 mla MLA ANTENNA w/Mount g 1 5/8 2 Pipe..._._ _ . -... 1 tower mounts T Arms 1 Notes: 1) Existing Equipment 2) MLA equipment controlling and is used in lieu of the existing equipment at 73'. Table 3 -Design Antenna and Cable Information Center Number; Number Feed Mounting Lirie Antenna :;. - of Antenna Model of`Feed Line LeveQft) Elevation Manufacturer Antennas Lines S¢e(in) -75 L. _75 I - 12. I _..-._Comsat R SI -_ .PCSS065-13 ._...12-- - _._Dapa .. __.. 48000 I RISATower Report-version 5.1.3.1 ' ' June 5, 2000 . 75Ft Monopole Tower Structural Analysis CCI 8UWo870055 Project Number 000V67,Application 03950, Revision 2 Page � ' 3)ANALYS|S PROCEDURE Table 4-Documents Provided60 erna - � - __j Environmental Sciences Doc. 1575174. CCIsites Tower Foundation Drawing Engineered Endeavors Doc. 20 37178 CCIsites Incorporated, Job#5268 Doc . - Royal Street Communications 3.1) Analysis Method RISATower(version 5.1.3.1), a commercially available analysis software package, was used to create - a three-dimensional model of the tower and calculate member stresses for various loading cases. � Selected output from the analysis ia included in Appendix/\. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's ! specification, � 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) When app|icab|e, transmission cables are considered as structural components for calculating wind loads as allowed byTIA/EIA-222'F. 5) This analysis does not include o grouted baoep|mte. This mno|ymim may be affected if any assumptions are not valid or have been made in error. Crown Castle USA Inc. should be notified to determine the effect on the structural integrity of the tower. - 4) ANALYS|S RESULTS Table S Section Capacity June 5, 2008 75 Ft Monopole Tower Structural Analysis CO BU No 879855 Project Number 209087,Application 6395Q Revision 2 Page 5 Table 6-Tower Component Stresses vs. Capacity- LCII 77. N6tes CO3 _!! nent Elavatldh 0 Ca C-1.. -Anchor Rods 87.5 ...... Pass 1,2 Base Plate 102.0 pass 1 Base Foundation 43.7 Pass Base Foundation 33.2 Pass Soil Interaction- mObnenti) 2 -Strkturi,Ritlrf4 (ffiax from'a co .I% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Capacities up to 105%are considered acceptable based on analysis methods used. 4.1) Recommendations The tower is sufficient for the proposed loading. RISATower Report-version 5.1,3,1 June 5, 2008 75 Ft Monopole Tower Structural Analysis CC/8U No 879855 Project Number 209087,Application 63950, Revision 2 Page 6 r APPENDIX A i RISA TOWER OUTPUT RISATower Report-version 5.1.3.1 75_aft Y + , DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Sabre C10-113-021 12'T Ann(3) 73 Sabre C10-113-021 12'T A[m(3) 60 (3)MLA—ANTENNA wIMounl Pipe 73 (2)OB846F65ZAXYwlMount Pipe 60 (3)MLA_ANTENNA dMounl Pipe 73 (2)OB846F65ZAXY vdMount Pipe 60 (3)MlA_ANTENNA vdMount Pipe 73 (2)DW46F65Z4XY vdMount Pipe 60 MATERIAL STRENGTH GRADE Fy Fu FGRADE F Fu i� � A13352 52 ksi 69 kei f L TOWER DESIGN NOTES 1. Tower is located in Riverside County,California. y 2. Tower designed fora 70 mph basic wind in accordance with the TIAlEIA-222-F Standard. 3. Deflections are based upon a 50 mph wind. o 4. TOWER RATING:104.1% o n a. N � O m ry 35.5 n i 1 i m M � G H AXIAL 6K MOMENT S KEAR� 310 kip-R o.a n N — REACTIONS-70 mph WIND h Z H Co 'j 3 � OwN Crown Castle USA Inc. oD BU#879855 -�-�N 2000 Corporate Drive "'actwO#209087 It J Canonsburg, PA 15317 "a"" rown C Ca-SU- Dom"^11,crou a °ppQ Shaping the NMeless Word Phone:(724)416-2000 Cod' TIAIEIA-222-F £?ate:06105/08 ale' NITS FAX: 724 416-2254 Path'R%SA MOO.�t.e.rnnwre M.l R 4798sre79e55.o Dwg No.F-1 75 Ft Monopole Tower Structural Analysis Jerre 5, 2008 CC/8U No 879855 Project Number 209087, Application 63950, Revision 2 Page 7 a lr APPENDIX B !� BASE LEVEL DRAWING ! RISATower Report-version 5.1.3.1 (MLA) (9) 1 ---)%8" -I-0 73 FT LLVFL (INSTALLED) Q P� (4) 1/5 LEVEL/8" TO 73 FT LEVEL P p� �• (2) 1/2" TO 73 FT LEVEL 0 0 0 (PROPOSED) (12) 7/8" TO 60 FT LEVEL BUSINESS UNIT: 879855 TOWER ID: C_BASELEVEL June 5, 2008 75 Ft Monopole Tower Structural Analysis CCl BU No 879855 Project Number 209087, Application 63950, Revision 2 Page 8 APPENDIX C - ADDITIONAL CALCULATIONS RISATower Report-version 5.1.3.1 Anchor Rod & Base Plate Check for Ungrouted Base Plate BUN, 879856 Induced Moment 310 ft-kips Joint Type Butt Welded Stiffeners: ON. Axial Load 6 kips Lap Welded r'.Every Boll Plate/Pole Dimensions Every 2 Butts Plate Width: An (yorn) in Plate Thickness: LS in ASIF:Pole Diameter: in Plate Yield Strength: 60 ksiClustered Bolts: (y or n) 'Effective Width: 19.24 in 'It changing the effective width,it must SquarePlate: be less than displayed value if circular plate Bolt Bolt Bolt Bolt 1st 2nd Bolt Bolt Bolt Dist to Bolt Olameter Ultimate Bolt Area Bolt Allowable Allowable Moment Moment Comp Tension Stress Bolt Quantity Centerline Circle in) (ksl) (inZ M.O.I. ksl (kips) (in') in' (kips) (kips) Ratio Check .1 16.000. t32.000- -.2.25- - 75. 3.976 1,258 32.99175 131.178 256.0 1019.1 117.75 -114.75 87.48% OK .2 -0.000. ::_,32.000-1 .c,2.25-,-. .75 3.976 1.258 32.99175 131.178 0.0 2.5 1.50 1.50 1.14% OK 1 =16.000,; : 32.000. :-•2.25s: 76' 3.976 1.258 32,99175 131.178 256.0 1019.1 -114.75 117.75 87.48% OK 0. 0.000- 0.000_ .0 o 0.000 0.000 a 0.000 0.0 0.0 0' 0,000 0.000 a o 0.000 0.000 O 0.000 0.0 0.0 0.. 10.000 _,O.00o:_. .: 0 _0- 0.000 0.000 0 0.000 0.0 0,0 0 .0,000 .0.000 . 0 0 0.000 0.0oo a O.ODO 0.0 0.0 0 0,000--.. ,.0.000. 0 70 0.000 1 0.000 a O.ODO 0.0 0.0 o- .` 0.000. 0,000. ow.: ,.,..:0: 0.000 0.000 0 0,000 0.0 0.0 0. :..0.000: :_ o.000 o. 0 0.000 0.000 a o.000 0.o 0.0 0... _--. 0.000 0.000-• „ o .0 O.ODO 0.000 0 0.000 a.o 0.0 0 0.000 • 0.000 .0 0 0.000 0.000 o 0.000 a.0 0.0 0 _ 0.000: 0.000 . _ 0 O_, 0-000 0.000 0 0.0oo 0.0 a.o o 0.000 0,000 a 0- 0.000 0.000 0 0,000 0.0 0.0 0 0.000 0.000 0 01 .. 0.000 0.000 a 0.000 0.0 0.0 0 0.000_ - ..0.000 a .0 0.000 0.000 0 0.000 0.0 o.a 10 • 0.000 0.000 0 , 0. 0.000 0.000 0 0.000 0.0 0.o 0 o.ODO 0.000. 0 0 0.000 0.000 0 0.000 0.0 0.0 0 0.000 0,000 _- o - 0: 0.000 0.000 a 0.000 0.0 0.0 0 0.000 0.000-. , .O: - 0 _ 0.000 0,000 0 0.000 0.0 0.0 0 0,000 0.000 0 0 0,000 0.000 0 0,000 b.o 0.0 0 0.000 0.000 . 0 0. 0.000 0.000 0 0.000 0.0 0.0 0 0.000 0.000 0 0 0.000 0,000 0 0.000 0.0 0.0 0 0.000 0.000 0 _0 0.00o 0,000 0 0.000 0.0 0.0 0 0.000 0.000 0 0 0.000 0.000 0 0.000 0.0 0.0 0 0.000 0.0a0 0 0 0.000 0.000 0 o.aao 0.0 0.0 0 0.000 0.000 . 7 . 0 0 0.000 o.000 0 0.000 0.0 0.0 0 0.000 0.000 0 0 0.000 0.000 0 0.000 0.0 0.0 0 0.000 0.000- 0 0 0.000 0.000 0 0.000 0.0 0.0 0 0.000 - - 0,000 0 .. .0, 0.000 0.000 0 0.000 0-o 0.0 0 0.000 0.000 0 0 0,000 0.000 0 0.000 0.0 0,0 0 .0.000 .0.000 0 0 0.000 0.000 0 0.00a a.0 0.0 0 0,000 0.000 0-. a . 0,000 0.000 0 a.000 0.0 0.0 0 0.000 0.000 0 0 0.000 O.000 0 O.00o o.o a0 MomenlCheck: 350.67 ft-kips Stress Ratfo: 88.4% OK Plate Moment: 441.66 in-kips Plate Stress: 61.19 ksi 102.01% OK 879855 Caisson output Steel.txt CAISSON Version 8.10 4:34:21 PM Thursday, June 05, 2008 Crown Castle USA # # * PIER FOUNDATIONS ANALYSIS AND DESIGN - (C) 1995,2002 POWER LINE SYSTEMS, INC.* * # Y`*Y` ANALYSIS IDENTIFICATION 879855 NOTES wo# 209087 ** PIER PROPERTIES CONCRETE STRENGTH (ksi) = 3.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (ft) = 4.SOO DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 1.00 *** SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (pcf) (psf) (degrees) 1 C 4.50 0.00 100.0 0.0 2 C 5.50 4.50 104.0 2500.0 3 C 10.00 10.00 104.0 3000.0 *** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft-k) = 310.0 VERTICAL (k) = 6.0 SHEAR (k) = 5.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 2.00 *d` CALCULATED PIER LENGTH (ft) = 11.500 ' CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM (ft) (ft) (pcf) (psf) (k) (ft) C 1.00 4.50 100.0 0.0 0.00 3.25 C 5.50 3.11 104.0 2SO0.0 279.63 7.05 C 8.61 2.39 104.0 2500.0 -215.37 9.80 C 11.00 0.50 104.0 3000.0 -54.00 11.25 SHEAR AND MOMENTS ALONG PIER WITH THE ADDITIONAL SAFETY FACTOR WITHOUT ADDITIONAL SAFETY FACTOR DISTANCE BELOW TOP OF PIER (ft) SHEAR (k) MOMENT (ft-k) SHEAR (k) MOMENT (ft-k) 0.00 10.3 746.5 5.1 373.2 1.15 10.3 7S8.3 5.1 379.1 2.30 10.3 770.1 5.1 385.0 3.45 10.3 781.9 5.1 390.9 4.60 10.3 793.7 5.1 396.8 5.75 -12.2 802.7 -6.1 401.3 6.90 -115.7 729.1 -57.9 364.5 8.05 -219.2 536.5 -109.6 268.2 9.20 -216.0 256.5 -108.0 129.2 10.35 -112.S 67.6 -56.2 33.8 11.50 -9.0 -2.2 -4.5 -1.1 TOTAL REINFORCEMENT ACT = 0.30 REINFORCEMENT AREA (inA2) = 6.87 Page 1 879855 Caisson output Steel.txt *** USABLE AXIAL CAP. (k) = 6.0 USABLE MOMENT CAP. (ft-k) = 682.9 *** US Standard Re-Bars (select one of the following): 35 BARS #4 (AREA = 0.20 inA2 DIA = 0.500 in) AT SPACING (in) = 3.95 23 BARS #5 (AREA = 0.31 inA2 DIA = 0.625 in) AT SPACING (in) = 6.01 16 BARS #6 (AREA = 0.44 inA2 DIA = 0.750 in) AT SPACING (in) = 8.64 12 BARS #7 (AREA = 0.60 inA2 DIA = 0.875 in) AT SPACING (in) = 11.52 9 BARS #8 (AREA = 0.79 inA2 DIA = 1.000 in) AT SPACING (in) = 15.36 7 BARS #9 (AREA = 1.00 inA2 DIA = 1.128 in) AT SPACING (in) = 19.75 6 BARS #10 (AREA = 1.27 inA2 DIA = 1.270 in) AT SPACING (in) = 23.04 5 BARS #11 (AREA = 1.56 inA2 DIA = 1.410 in) AT SPACING (in) = 27.65 4 BARS #14 (AREA = 2.25 inA2 DIA = 1.693 in) AT SPACING (in) = 34.56 *** WEIGHT OF CAISSON (kips) = 27.435 *** PRESSURE UNDER CAISSON DUE TO INPUT DESIGN AXIAL LOAD (psf) = 377.3 Page 2 J 879855 Caisson Output soil.txt CAISSON version 8.10 3:31:37 PM Wednesday, May 07, 2008 Crown Castle USA # # # PIER FOUNDATIONS ANALYSIS AND DESIGN - (C) 1995,2002 POWER LINE SYSTEMS, INC.* # # *** ANALYSIS IDENTIFICATION 879855 NOTES Wo# 209087 **# PIER PROPERTIES CONCRETE STRENGTH (ksi) = 3.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (ft) = 4.500 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 1.00 *#* SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (pcf) (psf) (degrees) 1 C 4.50 0.00 100.0 0.0 2 C 5.50 4.50 104.0 2500.0 3 C 10.00 10.00 104.0 3000.0 *tr# DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft-k) = 933.0 VERTICAL (k) = 6.0 SHEAR (k) = 15.0 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 2.00 *** CALCULATED PIER LENGTH (ft) = 15.000 r** CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM (ft) (ft) (pcf) (psf) (k) (ft) C 1.00 4.50 100.0 0.0 0.00 3.2S C 5.50 5.32 104.0 2500.0 478.74 9.16 C 10.82 0.18 104.0 2500.0 -16.26 10.91 C 11.00 4.00 104.0 3000.0 -432.00 13.00 r** SHEAR AND MOMENTS ALONG PIER WITH THE ADDITIONAL SAFETY FACTOR WITHOUT ADDITIONAL SAFETY FACTOR DISTANCE BELOW TOP OF PIER (ft) SHEAR (k) MOMENT (ft-k) SHEAR (k) MOMENT (ft-k) 0.00 30.5 1887.0 15.2 943.5 1.50 30.5 1932.7 15.2 966.4 3.00 30.S 1978.5 15.2 989.2 4.50 30.5 2024.2 15.2 1012.1 6.00 -14.S 2058.7 -7.3 1029.3 7.50 -149.5 1935.6 -74.8 967.8 9.00 -284.S 1610.1 -142.3 805.0 10.50 -419.5 1082.1 -209.8 541.0 12.00 -324.0 486.0 -162.0 243.0 13.50 -162.0 121.S -81.0 60.7 15.00 0.0 0.0 0.0 0.0 *#* TOTAL REINFORCEMENT PCT = 0.48 REINFORCEMENT AREA (inA2) = 10.99 Page 1 879855 Caisson output Soil.txt *** USABLE AXIAL CAP. (k) = 6.0 USABLE MOMENT CAP. (ft-k) = 1035.7 ** US Standard Re-Bars (select one of the following); 55 BARS #4 (AREA = 0.20 inA2 DIA = 0.500 in) AT SPACING (in) = 2.51 36 BARS #S (AREA = 0.31 inA2 DIA = 0.625 in) AT SPACING (in) = 3.84 25 BARS #6 (AREA = 0.44 inA2 DIA = 0.750 in) AT SPACING (in) = 5.53 19 BARS #7 (AREA = 0.60 inA2 DIA = 0.875 in) AT SPACING (in) = 7.28 14 BARS #8 (AREA = 0.79 inA2 DIA = 1.000 in) AT SPACING (in) = 9.87 11 BARS #9 (AREA = 1.00 inA2 DIA = 1.128 in) AT SPACING (in) = 12.57 9 BARS #10 (AREA = 1.27 inA2 DIA = 1.270 in) AT SPACING (in) = 15.36 8 BARS #11 (AREA = 1.56 inA2 DIA = 1.410 in) AT SPACING (in) = 17.28 5 BARS #14 (AREA = 2.25 inA2 DIA = 1.693 in) AT SPACING (in) = 27.65 ^�* WEIGHT OF CAISSON (kips) = 35.785 PRESSURE UNDER CAISSON DUE TO INPUT DESIGN AXIAL LOAD (pSf) = 377.3 Page 2