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HomeMy WebLinkAboutRoyal Street Communications California LLC_1 r Royal Street i;-, ,.3oMm Communications t California, LL C 2913 EL CAMINO REAL,#561 IMI J� TUSTIN, CA 92782 eet pp I �V �� �� L PROJECT INFORMATION: Ica " CROWN C O LO 879882 PROVED BY HOMEOWNERS PPU,PLIC WORKS1LA3636A 77820 CALIFORNIA DR.R1 u PALM DESERT, CA 9221 t DATEGiTY (A VA !,, DE S UIT CURRENT ISSUE DATE: - :; �Ct?T CAP CO'.j�jUt�jTY D�Vr_-L0PM`�4T ' AI^rr ICY: Ep _ 04/02/10 C.C.PIES.N� 0 STAFF LETTE�i .. �'PP�Q E AC►CAGE P.C. RES.NO. ct�i�Bc ACTION F®n�I FINAL►,ANDSC � ISSUED FOR: ` i 77820 CALIFORN 1A DRE BY- Date ..---�-pEV! BY. °at8 PLAN CHECK O!�SHdi_lC7A?WIENCEWlTFE1N ?�,r' � L 01, PALM �;�.` ��,.r��.,p� �,. �z� vl� , DESERT , REV.: -DATE: DESCRIPTION: BY: DELETE 'RSC' NEW GATE. TO PROJECT TEAM PROJECT DESCRIPTION CODE SUMMARY SHEET DESCRIPTION REV. 0 04/02/10 (E)ACCESS SPRINT GATE' GATE PER WITH JGD N T1 TITLE SHEET 0 'CROWN CASTLE' & CITY ARCHITECT: THE PROJECT CONSISTS OF THE INSTALLATION OF 6 PANEL ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN 'RSC' LEASE AREA 17x12 ( ) 0 ACCORDANCE WITH THE CURRENT EDITIONS OF THE CODES AS ADOPTED BY NOT 19x12 03/15/10 JGD DCI PACIFIC ANTENNAS TO BE MOUNTED ON {E) MONOPALM, (4) EQUIPMENT THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE T2 GENERAL NOTES, ANTENNA 8c CABLE SCHEDULE, LEGEND AND ABBREVIATIONS O CABINETS ON GROUND INSIDE 17 0 2 CMU ENCLOSURE, POWER & 0 03/10/10 REV. ELECTRICAL SHT JGD 2450 DUPONT DRIVE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LOCAL CODES. T3 SITE DEVELOPMENT NOTES, BATTERY SPECIFICATIONS & BATTERY TABLE O PER CM COMMENT. IRVINE, CA 92612 TELCO CABINETS, (1 ) GPS ANTENNA, POWER & TELCO CONDUIT REV. LEASE AREA RUNS. 1 . 2007 CALIFORNIA ADMINISTRATIVE CODE - TITLE 24, PART 1 T4 APPROVAL LETTER 0 0 02/16/10 PER APPROVED ZD BS CONTACT: D.K. DO E-MAIL: DK@DCIPACIFIC.COM 2. 2007 CALIFORNIA BUILDING CODE - TITLE 24, PART 2, WITH PHONE: (949) 475-1000 FAX: (949) 475-1001 APPENDIX C,F,G,H,I,J LS1 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY) 0 0 10/20/09 LANDSCAPING CITY BS ANTENNA ORIENTATION / CABLE TABLE 3. 2007 CALIFORNIA ELECTRICAL CODE - TITLE 24 PART 3 COMMENTS SITE ACQUISITION: 4. 2007 CALIFORNIA MECHANICAL CODE - TITLE 24, PART 4 LS2 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY) 0 0 09/22/09 LANDSCAPING CITY JGD SECTORS AZIMUTH CABLE RUN RAID CENTER CABLE SIZE COMMENTS COMPANY NAME: CMH CONSULTING GROUP 5. 2007 CALIFORNIA PLUMBING CODE - TITLE 24, PART 5 SITE PLAN 0 (E) POLE HT. .6. 2007 CALIFORNIA ENERGY CODE - TITLE 24 PART 6 Al 0 04/09/09 REV TO JGD ADDRESS: 29992 HUNTER RD., SUITE 105-166 T „ „ =_ ) n MURRIETA, CA 92563 1 0' 80f-0f)± 54f-21f± 7/8 7. 2007 CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE - TILE 24, 65f-7 PER RSC LEGAL PART 7 A2 ENLARGED PARTIAL SITE PLAN, EQUIP. & ANTENNA LAYOUT PLANS 0 REV. 100% PER DRM „ 0 03/23/09 JGD LEASING: TOM HANNA E-MAIL: THANNA@CMHCG.COM 2 120° 80 -0 ± 54 -2 ± 7/8 03-23-09. 8. 2007 CALIFORNIA HISTORICAL BUILDING CODE - TITLE 24, PART 8 A3 ELEVATIONS O Co: 'RO`'AL STREET' PHONE: (858) 602-6253 FAX: (951) 257-4038 f, f, __± 54 -2"± 7/8 f1 9. 2007 CALIFORNIA FIRE CODE - TITLE 24, PART 9 0 03/19/09 LEASE AREA ROTATED. JGD 80 -0 3 ZONING: VERONICA ARVIZU E-MAIL: VARVIZU@CMHCG.COM 10. 2007 CALIFORNIA EXISTING BUILDING CODE - TITLE 24, PART 10 A4 ELEVATIONS 0 _ PHONE: (858) 602-6380 FAX: (951 ) 257-4038 "4" TBD 80'-0"± 54'-2"± 7/8" 11 . 2007 CALIFORNIA REFERENCED STANDARDS - TITLE 24, PART 12 PLANS PREPARED 12. ANSI/EIA-222-F LIFE SAFETY CODE D1 DETAILS 0 RF ENGINEER: ; "5" TBD 80'-0"+ 54'-2"± 7/8" ,, 13. NFPA-101 -1997 D2 DETAILS COMPANY NAME: METRO PCS „ „ 1f 14. LOCAL BUILDING CODE(S) _ 350 COMMERCE, SUITE 200 I 6 TBD 80 -0_>± 54 -2_=± 7/8 15. CITY AND/OR COUNTY ORDINANCES DN1 CONSTRUCTION NOTES O PACIFIC IRVINE, CA 92602-1302 � ' �';. CONTACT: ULISES MOLINARD E-MAIL: UMOLINARD@METROPCS.COM L1 IRRIGATION PLAN 0 ARCHITECTURE ENGINEERING I CONSULTING PHONE: (714) 730-3169 FAX: (714) 730-3201 PROJECT INFORMATION UTILITY PROVIDER L2 PLANTING PLAN 0 32 EXECUTIVE PARK, SUITE 11Q IRVINE, CA 92614 CONSTRUCTION MANAGER. MIL:949-475-100o FAX: 949-475-1001 APPLICANT/LESSEE: POWER: E1 UTILITY PLAN, ELECTRICAL NOTES, PANEL SCHEDULE SINGLE LINE DIAGRAM 0 COMPANY NAME: METRO PCS ROYAL STREET COMMUNICATIONS CALIFORNIA, LLC CONTACT: SCE E-MAIL: - E2 GROUNDING PLAN, NOTES, LEGEND AND ELECTRICAL DETAILS O CONSULTANT: 350 COMMERCE, SUITE 200 LOCAL CONTACT: 2913 EL CAMINO REAL, #561 PHONE: (909) 820-5681 FAX: - IRVINE, CA 92602-1302 TUSTIN, CA 92782 EN1 ELECTRICAL NOTES, SYMBOLS & DETAILS O CONTACT: JAY WOEMPNER E-MAIL: INTERESTING.JAY@GMAIL.COM CONTACT: JERREY CLARKE TELCO: PHONE: (951) 757-4957 FAX: - PHONE: (714) 730-3242 CONTACT: GREG MILLER (VERIZON) E-MAIL: GREG.MILLER@VERIZON.COM SURVEYOR: PHONE: - FAX: (714) 842-6263 COMPANY NAME: SUN MAPS LAND SURVEYING AND MAPPING SITE ADDRESS: 77820 CALIFORNIA DR., 1655 E., 6TH STREET, SUITE A-4A PALM DESERT, CA 92211 CORONA, CA 92879 APN: 637-062-010 DRIVING DIRECTIONS CONTACT: XICO SALAZAR E-MAIL: XICO@SUNMAPS.COM START OUT GOING NORTHWEST ON EL CAMINO REAL TOWARD WEST DR. DRAWN BY: CHK.:- APV.: PHONE: (951) 279-1918 FAX: (951) 279-1881 PROPERTY OWNER: PALM CITY ASSOCIATION 0.2 MILES; TURN RIGHT ONTO MYFORD RD. 0.2 MILES; TURN RIGHT ONTO UTILITY REPORT: 77-800 CALIFORNIA DR., BRYAN AVE. 0.3 MILES; TURN LEFT ONTO JAMBOREE RD. 0.4 MILES; TURN JGD BOK DKD PALM DESERT, CA 92211 RIGHT ONTO IRVINE BLVD. 0.6 MILES; MERGE ONTO CA-261 N VIA THE COMPANY NAME: UTILITY NETWORK SOLUTION CONTACT: KEVIN KLEIN RAMP ON THE LEFT (PORTIONS TOLL). 4.1 MILES; MERGE ONTO CA-241 N LICENSURE: 27570 COMMERCE CENTER DRIVE, SUITE 120 PHONE: (760) 402-6000 VIA THE EXIT ON THE LEFT (PORTIONS TOLL). 6.5 MILES; MERGE ONTO TEMECULA, CA 92590 CA-91 E TOWARD RIVERSIDE. 24.5 MILES; MERGE ONTO CA-60 E TOWARD LAND OWNER: CROWN CASTLE SAN DIEGO/INDIO. 23.2 MILES; MERGE ONTO 1-10 E VIA THE EXIT ON THE �a ARC CONTACT: RAY BAEZ E-MAIL: RBAEZ@UTINS.COM 32 EXECUTIVE PARK, SUITE 100 LEFT. 43.6 MILES; TAKE THE WASHINGTON STREET EXIT, EXIT 137. 0.2 a oo PHONE: (562) 412-0770 FAX: (951 ) 695-2229 IRVINE, CA 92614 MILES; TURN RIGHT ONTO WASHINGTON ST. 1 .4 MILES; TURN RIGHT ONTO AVENUE OF THE STATES. 0.2 MILES; STAY STRAIGHT TO GO ONTO 18 SHEETS TOTAL ISSUED FOR: *� �� -c , CONTACT: KEVIN KLEIN � .£x� f CALIFORNIA DR. 0.1 MILES; END AT 77820 CALIFORNIA DR PALM DESERT, C-18015 PHONE: (760) 402-6000 BP SET EXP. ;, , �- rn � � f£rt� t ,r ,z. CA 9221 1 -8008 MAP; ESTIMATED TIME: 1 HOUR 50 MINUTES ESTIMATED SHEET INDEX -o� 4NO("`n l£�xL'S `` -1 EQUIP. LEASE AREA: 204 SQ. FT. DISTANCE: 110.12 MILES FOF CA��� 24 hour emergency n�.�.��ibw-r -s 1-966�- 2c°'-2964 (NL l_•� oirk- Sen'.IC (y�� t ) Z:.ek-e Moreno is the next person to he contacted should NS not re Ix)nd OWNER SITE I.D. #: LA3636A o Director o 1�ield (_� rat on's - APPROVALS� SHEET TITLE: 0 714-7 0-3 132 (office) LATITUDE: 33' 44' 28.05" N COUNT CLUB DR 4 `257-5(47 (mobile-) OWNER / LANDLORD: _ LONGTITUDE: 116° 18' 28.46" W w � CONSTRUCTION MGR: _ ZONING: R-5 RESIDENTIAL _ TITLE SHEET z R.F. ENGINEER: GENERAL CONTRACTOR NOTES PROJECT DO NOT SCALE DRAWINGS IF NOT FULL-SIZE (24X36) JURISDICTION: CITY OF PALM DESERT SITE UNTRY � SITE ACQUISITION: CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS 42N6 ST. -_ � BERMUDA DU ES ZONING MANAGER: SHEET NUMBER: AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY UTILITY COORDINATORS: _ THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE - PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. REGIONAL PROGRAM MGR: ALSO, SEE GENERAL NOTES AND SITE DEVELOPMENT NOTES ON SHEET T2. NET OPS: _ VICINITY MAP OAT SIGNATURE DATE qp NEW ANTENNA SECTOR ANTENNAS MODEL/MADE: CABLE SIZE: LENGTH RAD CENTER CABLE COLOR CODE GENERAL CONSTRUCTION NOTES: Royal Street A.B. ANCHOR BOLT HDR. HEADER UMWD-03319-XDM/ANDREW 7 8" COAXIAL ABV. ABOVE HGR. HANGER �T, EXISTING ANTENNA 1 N0. - ANTENNA: 1 TP JUMPER: 2 A 2 LENT 54'-2"± RED LENGTHS 1 . THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION Communications ACCA ANTENNA CABLE COVER ASSEMBLY H. HIGH/HEIGHT (°') MECH. DOWNTILT: 1° BOT DUMBER: 2 FACILITY. ADD'L ADDITIONAL ICGB. ISOLATED COPPER GROUND BUS ELEC. DOWNTILT: 0' E-PLANE: - ±80 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A California, LLC A.F.F. ABOVE FINISHED FLOOR IN.(") INCH(ES) � GROUND ROD DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK A.F.G. ABOVE FINISHED GRADE INT. INTERIOR UMWD-03319-XDM/ANDREW 7/8" COAXIAL 2 LENGTHS SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES 2913ELCAMINO REAL,#5s1 ALUM. ALUMINUM LB. POUNDS 2 NO. OF ANTENNA: 1 TUSTIN, CA92782 ( ( ) T-r GROUND BUS BAR TOP JUMPER: 2 AT 54 -2 ± YELLOW AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ALT. ALTERNATE L.B. LAG BOLTS (120') MECH. DOWNTILT: 1° BOT DUMBER: 2 ±80' ON THE DRAWINGS. ANT. ANTENNA L.F. LINEAR FEET (FOOT) ELEC. DOWNTILT: 0° E-PLANE: - 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL PROJECT INFORMATION- APPRX. APPROXIMATELY) L. LONG(ITUDINAL) • MECHANICAL GRND. CONN. UMWD-03319-XDM/ANDREW VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT ARCH. ARCHITECTURAL) MAS. MASONRY 7/8" COAXIAL 2 LENGTHS AWG. AMERICAN WIRE GAUGE MAX. MAXIMUM 4 NO. OF ANTENNA: 1 TOP JUMPER: 2 AT 54'-2"± BLUE DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT CROWN COLO 879882 BLDG. BUILDING M.B. MACHINE BOLT ■ CADWELD (2 °) MECH. DOWNTILT: 1° BOT JUMBER: 2 THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING BLK. BLOCK MECH. MECHANICAL ELEC. DOWNTILT: 0° E-PLANE: - ±80 WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE HOMEOWNERS BLKG. BLOCKING MFR. MANUFACTURER ATTENTION OF THE IMPLEMENTATION ENGINEER AND LA3636A BM. BEAM MIN. MINIMUM 0 GROUND ACCESS WELL UMWD F ANTE -XDM1 ANDREW 7/8" COAXIAL 2 LENGTHS „ ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. B.N. BOUNDARY NAILING MISC. MISCELLANEOUS 4 N0. OF ANTENNA: 1 TOP JUMPER: 2 AT 54 -2 ± WHITE 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO 77820 CALIFORNIA DR., (TBD) MECH. DOWNTILT: 1* BOT JUMBER: 2 PALM DESERT, CA 92211 BTCW. BARE TINNED COPPER WIRE MTL. METAL ±80' PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED B.O.F. BOTTOM OF FOOTING N NEW ELEC. DOWNTILT: 0° E-PLANE: - B/U BACK-UP CABINET N0. ) NUMBER 0 ELECTRIC BOX OR IDENTIFIED BY THE CONTRACT DOCUMENTS. (# UMWD-03319-XDM/ANDREW 7/8" COAXIAL 5. CONTRACTOR SHALL CONTACT USA BEFORE PROCEEDING WITH ANY CURRENT ISSUE DATE: CAB. CABINET N.T.S. NOT TO SCALE 5 NO. OF ANTENNA: 1 TOP JUMPER: 2 2 LE TGTHS 54'-2"± GREEN EXCAVATION, SITE WORK OR CONSTRUCTION. CANT. CANTILEVERED) O.C. ON CENTER TELEPHONE BOX (TBD) MECH. DOWNTILT: 1° BOT -!UMBER: 2 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN C.I.P. CAST IN PLACE OPNG. OPENING ELEC. DOWNTILT: 0° E-PLANE: - ±80 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS 04/02/10 CENTERLINE P/C PRECAST CONCRETE SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR CLG. CEILING PCs PERSONAL COMMUNICATION SERVICES LIGHT POLE UMWD-03319-XDM/ANDREW 7/8" COAXIAL 2 LENGTHS REGULATIONS TAKE PRECEDENCE. ISSUED FOR: CLR. CLEAR t PROPERTY LINE 6 NO. OF ANTENNA: 1 TOP JUMPER: 2 54 -2 ± PURPLE COL. COLUMN PL. PLATE (TBD) MECH. DOWNTILT: 1° BOT JUMBER: 2 AT 7. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN ±80 ' STRICT CONC. CONCRETE PLY. PLYWOOD FOUND MONUMENT ELEC. DOWNTILT: 0° E-PLANE: - ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICESRANDLCOMPLYAWIITH PLAN CHECK CONN. CONNECTION(OR) PPC POWER PROTECTION CABINET ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF CONST. CONSTRUCTION PRC PRIMARY RADIO CABINET 2 LENGTHS ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. CONT. CONTINUOUS P.S.F. POUNDS PER SQUARE FOOT 1 /2" AT MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN REV.: - DATE: DESCRIPTION: BY: DATUM ELEVATION POINT/LINE GPS T.B.D. COAXIAL , d PENNY (NAILS) P.S.I. POUNDS PER SQUARE INCH ±20' ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY DELETE RSc NEW GATE. DBL. DOUBLE P.T. PRESSURE TREATED SET POINT SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ACCESS TO SHARE WITH DEPT. DEPARTMENT PWR. POWER (CABINET) o 04/02/10 (E) 'SPRINT GATE PER JGD QTY. D.F. DOUGLAS FIR QUANTITY ORDINANCES AND APPLICABLE REGULATIONS. DIA. DIAMETER QTY.RAID ) RADIUS ORDERING, FABRICATION, AND/OR INSTALLATION. 8. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE 'CROWN CASTLE' & CITY DIAL. DIAGONAL REF. REFERENCE /X\ REVISION 2. PROVIDE MECHANICAL DOWNTILT BRACKETS FOR ALL ANTENNAS WORK, USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR 0 03/15/10 0,19EASE AREA 17x12 JGD DIM. DIMENSION REINF. REINFORCEMENT(ING) SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, DWG. DRAWING(S) REQ'D, REQUIRED 3. COAX LENGTH = ±600'-O" METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR REV. ELECTRICAL SHT SWITCH 0 03/10/10 PER CM COMMENT. JGD DWL. DOWEL(S) RGS. RIGID GALVANIZED STEEL COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT EA. EACH SCH. SCHEDULE INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION REV. LEASE AREA 0 02/16/10 PER APPROVED ZD BS EL. ELEVATION SHT. SHEET ENGINEER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. X GRID REFERENCE LANDSCAPING CITY ELEC. ELECTRICAL SIM. SIMILAR ANTENNA & CABLE SCHEDULE 2 g- SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED o 10/20/09 COMMENTS BS ELEV. ELEVATOR SPEC. SPECIFICATIONS) AND FIRE CODE APPROVED MATERIALS. EMT. ELECTRICAL METALLIC TUBING SQ. SQUARE LANDSCAPING CITY E.N. EDGE NAIL S.S. STAINLESS STEEL X DETAIL REFERENCE 10. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT o 09/22/09 COMMENTS ENG. ENGINEER STD. STANDARD GENERAL STRUCTURAL NOTES: JGD LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 0 04/09/09 (E) POLE HT. REV. TO JGD EQ. EQUAL STL. STEEL 1 1 . ALL CONSTRUCTION SHALL BE IN ACCORDANCE, CONSTRUCTION 65 -7 PER RSC LEGAL EXP. EXPANSION STRUC. STRUCTURAL 1 . WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE REV. 100% PER DRM DOCUMENTS OF 2007 CBC. REGARDING EARTHQUAKE PIPING LIGHT o 03/23/09 JGD EXST. E EXISTING TEMP. TEMPORARY X THE SAME AS FOR OTHER SIMILAR WORK. 03-23-09. ( ) ELEVATION REFERENCE FIXTURES, CEILING GRID, INTERIOR PARTITIONS AND MECHANICAL Co: 'ROYAL STREET' EXT. EXTERIOR THK. THICKNESS) - 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE WITH LOCAL o 03/19/09 LEASE AREA ROTATED. JGD FAB. FABRICATION(OR) T.N. TOE NAIL NOTES. EARTHQUAKE CODES AND REGULATIONS. F.F. FINISH FLOOR T.O.A. TOP OF ANTENNA 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, PLANS PREPARED BY: F.G. FINISH GRADE T.O.C. TOP OF CURB X BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY 12. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR SECTION REFERENCE MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR { FIN. FINISHED) T.O.F. TOP OF FOUNDATION - STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART FLR. FLOOR T.O.P. TOP OF PLATE (PARAPET) NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY FDN. FOUNDATION T.O.S. TOP OF STEEL ADDITIONAL PIPES, DUCTS, ETC. OF THE WORK. W � F.O.C. FACE OF CONCRETE T.O.W. TOP OF WALL GROUT OR PLASTER 13. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PROTECT EXISTING IMPROVEMENTS PAVING CURBS VEGETATION, . . PACIFIC F.O.M. FACE OF MASONRY TYP. TYPICAL RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF F.O.S. FACE OF STUD U.G. UNDER GROUND I (E) BRICK THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR THAT THIS ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE F.O.W. FACE OF WALL U.L. UNDERWRITERS LABORATORY ' ARCHITECTURE ENGINEERNG CONSULTING F.S. FINISH SURFACE U.N.O. UNLESS NOTED OTHERWISE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING SATISFACTION OF ROYAL STREET AND OWNER'S REPRESENTATIVE 32 EXECUTIVE PARK, SUITE 110, IRVINE, CA 9269 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD ROYAL STREET TEL-949-475-1000 FAX:949-475-1001 FT.(') FOOT(FEET) V.I.F. VERIFY IN FIELD (E) MASONRY 14. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL i, FTG. FOOTING W. WIDE/WIDTH AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS G. GROWTH (CABINET) W/ WITH CONCRETE ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION CONSULTANT: GA. GAUGE WD. WOOD EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ROYAL STREET OR THE AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. G.C. GENERAL CONTRACTOR W.P. WEATHERPROOF - - - ARCHITECT/ENGINEER. 15. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND GI. GALVANIZED) WT. WEIGHT = EARTH 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ON THE PLOT OF SURVEY DRAWING (SHEET LS1 ), SHALL NOT BE USED G.F.I. GROUND FAULT CIRCUIT INTERRUPTER THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. GLB GLUE LAMINATED BEAM °o°o°o°o°o°o° GRAVEL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY GLU-LAM GLUE LAMINATED BEAM PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE GPS GLOBAL POSITIONING SYSTEM PLYWOOD LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE GRND. GROUND TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE j SAND ITEMS. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED WOOD CONTINUOUS 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY DRAWN BY: CHK.: APV.: ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 16. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED JGD BOK DKD WOOD BLOCKING g IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN LICENSURE: UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE DETAILING CLARIFICATION FOR SITE-SPECIFIC CONDITIONS FROM ZZZ STEEL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING. - - - CENTERLINE 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. �S� AR�,y THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS, 11 . ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING STANDARD STRUCTURAL STEEL NOTES: - - PROPERTY/LEASE LINE PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: 1 . ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE c-1 MATCH LINE A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A SPECIFICATION GALVANIZED ASTM 572 GRADE 50 (GALV.) UNLESS NOTED S REGISTERED PROFESSIONAL ENGINEER. (IF REQUIRED BY THE ARCHITECT/ENGINEER) OTHERWISE. FOF CIA B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE THE 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, WORK POINT ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE GRADE B. BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES ANDWELDING SHALL CONFORM TO AISC AND AWS D1 .1 . WHERE FILLET SHEET TITLE: G G GROUND CONDUCTOR UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. (IF WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE REQUIRED BY ARCHITECT/ENGINEER). J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. GENERAL NOTES, ANTENNA T TELEPHONE CONDUIT C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM & CABLE SCHEDULE, SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN A325 BOLTS (3/4 DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS E ELECTRICAL CONDUIT CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE U.N.0. LEGEND, AND WORKMANSHIP PROVISIONS OF THE 2007 CALIFORNIA BUILDING CODE. 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND ABBREVIATIONS A COAXIAL CABLE STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U. JOINT TRENCH FOR POWER 6. N 0MISCELLANEOUS STEEL PLATES AND STEEL ANGLES SHALL CONFORM SHEET NUMBER: E/T- - TELCO CONDUITS TO ASTM A36 AND BE GALVANIZED 7. ALL WELDS EXPOSED TO WEATHER SHALL BE GALVANIZED OR X CHAIN LINK FENCING PAINTED ABBREVIATIONS 4 LEGEND 3 GENERAL NOTES 1 I __ __ -__ ___ ___ - -____ - ___ - - - ___ ___ - - - - � - __ ____ __ -____ __ - - - __ - __ - '_ -__ ,_ __- , - -__ - ____ - __ � twiffilm . Royal Street - -7m 1 . THE ARCHITECT/ENGINEER AND REPRESENTATIVES OF THE LESSEE AND OWNER, MUST 014T. *wwar;Opc T......chfradefltillims and dMa , - ­- ......._.____.__._­­_._._ ---1 I-, � - f IV 11 I Rf AND EN-F I 0SION 11167-11 111),9114.I A BE NOTIFIED AT LEAST TWO FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. -EXIM . ­1._.­E­;_­­ 1 I —------­­­­........�_____._ I 11 NIA1 ERIALNAFFTY DA I A SHLIE I � P*iIh Ff,4.k Ni,1L.`.RI.-­E4e , - -"."-""--"",-,"""-"'',",-,,-,-,-",--,,--,---, ., Communications 1 I .PI 1,01-11k W. , ,��rF_j ,w (ki , .1`­ 2. DO NOT EXCAVATE OR DISTURB SOILS BEYOND THE PROPERTY LINES OR LEASE LINES, I , , . ­ I A, " "� " -4, - - . " a ,111 d'f�UEI--­_- ­1 � 11 k��-_-- __ . I .F.Aiii"misbVIngrinedia: CO3;tic�ak; - cl:V�va­il I 1, FRODUct iDE.-maTc.kimri. __ "..� � el") UNLESS SPECIFICALLY INSTRUCTED, IN WRITING, BY THE ARCH ITECT/ENGI NEER AND . . ------I----- - ___ _ 7..... ............­­ - _____1 ­­­­­­­­-­­­-_ . . , 11 -1-1-11,11-111,...............­­­­­­­­­­­­­ I I ,� v4e0vII,w"gT,t_.-j­- I I . . � Tofm .1 11,04ft'" �omokok: C$ A4 I L-Oh I fam Halo w4ot 1 irtianall I Tamifla: I . - - I . - � I ; � ' _1 I - LESSEE. I � MAKUPACURFIR CHTLINIECAL,TRADE N,%NIF MARA IWO-V--lint Ii--,F-Ave Ec-sw"_'R1m-,jAV Ill-I h,pl�-,bn IR I o4,411 fi�­_.I,- �-I-11,, - irIV_fer�'�Pp I i C a I,t­a.nOj m­l��_,I-� I - I . I I I , A-II �- C. 44ftillk � I I I � vp - ,_ 11 I : . - _� I I Califomia LLC . I CT t Cial CIE , Cal � PwAgIC4 1 � y ,� t I - . I I � GKII Ir-fivitintil pt��rii ln�med cm[RtvP F PR I VFT R.V S, I I�L-i,m4i t I:loth-n g v I o���.I-V,ne,l.,!,,-I,,i.r� -�I I t I,t�:l Z,I C�..j-I:---,��:;ar,a;�.1 hut I iff pw­,a I 1,,i h r c h at c I r,2 k q nil Int�4,bot,m tie I I I t ­ . I . I I I - :I - 1:_:1-76 vicha VIC, . . : itilt in I I _ I 1 7 i 6'Olit 1�ft .- I , m i I ,-, , . I . - Vol-Rri.q.dz;lr.,j I t�-_-J A�Vl biimn-1 ' tFat,tiril.,-O,.f-i"'.i FaI 1,1�,�-.flrT,;­ -,k hcn�-,--nx� -i-lit 4,shut doni,i I . . I I . ,. . A Pi,��iein r!fI1xid,T_rjT,I(iQlm3 I I I I I � I , . I,� I . . . I � I . . I . I I - - 1-1-11," I � 'I'k,,,ill pl�e:_ 4 rilz�m ir&,�E]O.K,­,,,,t -_; - �- 3. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. 1 2C T-� . I -1 - ,p . I . I I I I . � . - � zr-- 2sit I 2v C I . I � apt"III,.It-*W-211 1 .145,b iui,�_x AViiiav, ­­.- - I I'll.,...1. I I I'll, 1 4 1 . I . . I I I ____-------- -_ - ­_ --- 2913 EL CAMINO REAL,#561 - . I . . . I I I I - . : � . 1. I i ?01', v Ab a M . M I rwft . mim mot � 1,40 . m 11.1 : . -N-_ I -_ ,- UnimWRI Fm�imid Fitplo-Iiinn Ilawardv � . � I � -.-a.rt 1,1�-I. I, , - 1, I I . . � - . � . . I I I � _1 - - I - ,I � . . � . I Tj,it,iwtim�,,O,17--ele-g.,umnel�pm-t�hvii,irig"­t_1,­I­:­4t0,.1I1 I'll[-eKkkiy fzav­,�r-I,.­f,.,�"v.­ TUSTIN, CA 92782 1 - - . - ;, � - _:_ - I - - - -_ -- I- - ,I I I I­­. I I'll �. �, .1.�- 11.111, I 1.1111, ­­­ I'll� a I T .- I- I'll ... I I .1. - 11-1 -1 __- 11� - . I __ - " ,, - � I .. . - , __­_� L - - ­_1 . UN- � :;F:�_�­.I m ­ ­ .. ­, I 11 , I . � ,, 1-1 - � x-:- ...... I - r.."­I- .. "I",, I-,_ ­:, _'� �, - -, �._ - - i 4� . - __" , �_7,,_ : �,, �:-, � - - I ,,- �, I - -3�F -m Ij - . " E ,I - - m 1�*IKI I I - I . _ I.1 , I I - , I � .1,­_.. � I__ - ... ­ 7;%��_ .I I : I - ,- ;z I - I I- �­q.9 ­: - -11..... , I . .1 I ,, - I m I�,,. . 4 tv _kfj,�#"ft�, I- ,r I z ;tj s - . .--- L% . K,, IK � 1'Uh I O.. 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ANY DRAIN ANID/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE 11 I 11 � . � , ,q ij'�Vv.ff,aw'n L�e-sr��xpl,�iL%I,;�iLhd:�r-"L�ln,,I-'ing riav _�rrd cf w,-kv InInd cl�,-aotr,T I';,,,:r,al�."a,,�' [ - I I 11 - I � Pramary )JAf.TFX�!P,,,L.i,,.e,�,.�.irt�IC'rn,ulln, Linz, C LN&S IF If" V­:,[A�i ryrOi�, . � �l - ., I I., - - -.,. - . � � 11 ­ - - . - . . ­ � ,_.., 11, .F I I 11 .� - ROM I xws�-mmaN 1"� --- 1 -4 -5�C `,- �'_ , - -- I , I I _�, _11aum and.mn-eiL,c Kee al&p ,,[[,i:q:­­.-fg.,i.-,it o�_ ,�- I - I �­ - 1. - ­­ � I I I I I­ , I m I�1_1 V TIC,f I -I V I �,q, 66 . S ., li I �_jt .q W]&_�j . o I r,, I, ,_ . .- I ��, - I I ­ - I . , I Amilirnir, jk,:tyj jhw,rrp��-i�'Ijp,ijl--,-� 4 �nafl,j ti, , - .__-thrr Lur-1,3 - ., - ii, I a- �r �Vf,eqww o tilativil ts � ,�� , ­1�_11_­__ � � C ­�. � -b I IV y �1,. 4, k - �,e Nlill � I I __ � I - I - - -_ _ � I - I , I , , � - - .1 W. 1 * m , wi v-,1 3 mb -. � . I I -­­ . - 11 , - ­111 ,� I RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE, LOCATION INFORMATION: ­11,1­1- I ,10K R WWj'2VMM4olitiR 12 6_;J T!!ill I F W XF, d 'vv,&- -IA TF I%S1,TD 'VIN -�nll Ido IIN 111111m,t.hic a,t,le,-Dsi-.[-...,4�.!,U�,tF.-..'��_,j­�n.,vu.-.­!,V.d,4.I�m�ly� - -�T�mi ! �r.... - ,, eom _ !'q- ­ -______111-­11-1, � I� . I , � - _______,___ - I - I I I I ­ - -___ - � - ___ ___ I . ­ - - _-, -�� ....._­--t---- -I I M U I I I S-lan--, ",!I nm,t1.1aqL Sa, HiWi'll - Vel v 4 " x �4,-�_ _ , - I-1 - __I­­­- �- ­ I ; I I � I , Vlli'0 ___-," :, - - __ -.,-.------�__� ���m __ ­ -9 _ _7_ _� � , I.1 :i-, - ....­_..__­­­­­-1 � - - I - -� I - ---- __­_- I- - , I ,I- I- , _._.__.­­­­­­_­�� - � - ­ ;�11 I 1, m U,I�I cf��T WA11f_I 26 I 0 L,,a,mkl� 1_1 I �4 1ril f H14 I l(C 51 I I Kt *121� �_14 �.!: F r,ft 4:1� I Atttria,n�Tr,��(j,,­42��lr,IVI�I,-�.j y$7 7-- ___ I I - �7_`_ .­­­­­­­­ - - , , 11 I I I � ,. -4r. I .tt=t�� ­� ,_ -I'll, I- I I . - �I. 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I I� I T, _.,,, ,lif . _-V:lA1l .....­.�.... - 006"_ -AS;Namf,l hy lk I ci� A . - - -,ra,ct wikh -rTif,pe j, - I I.. - %. "I'll ... - � , 11 0 � � .1111-11 I-—� I I.........-��_: -_� --, , I I I _O­I..... % ­­:t­ , , - ­ ,11 E watet C�. -aj, ­jii­�j.j� ,O"r I I- - I I I le-,-.. ­­�,�,- �_== ------ N10" I � , _j,o'Ifin b.Ix- rani"-1m."y tl-U-�Hlna Mali!,h,zi-d-pera ga� � _. � 111;v - ­ 11 - ­ 71'_�,1 1 1 11 I I 11 -_--­.- 11�., .. 1111.11111 11­,1� 11 .1 , ,;::�m. - ,"":1:1, . ­1, � I I � - . - . � I - _ ­­... . , -�1.11 I ­. . - I "l, I;I , . OM AVAILABLE RECORDS. THE ARCHITECT/ENGINEER, LESSEE, AND I - 1-11,; If I �:�: jz� ig ; hi,,�74- _`al-n--is iI_ . I ­;" ­7­­_­­ ­ ­ - �- - I— � . , ­­ .- - - � � 1 .11.1,11........=­­_t � __ _� - , 11 � - � e; _��­ �­:-­r�­­4-�J_ I . i Leaqu,mroiint ,void cocAul-I ainb,ll-q'A&, 1 �, K�,� Insti,hb,gellal­�-��Am",ai rL mi[lala.P.nl- IV *1 In,f'r-l.1mliai, 11-1... � -_ 1�_ I LA3636A - 1...I....- 1.11 1. - � - -_ I ­_­...­,......­­., .- - L - - I ­__ , I -d-xi RU n� -...-.1-1-1. -_ - ''Ill, - __ ­­­-�. � - � - I_-)ei -14-1t- I I - � � -- - � - . �- E �4 . � . ........... - - ­ � -�� �I- I ,= 1, �� �,� I il,- I ,�,'­­­ - � ­­-1....1,-I..1.I � I. � - � � I . -1.1 "i-_14 � 'r­ A 1 �,q, � qx,t�ia T�flr:,I,�n,jini--ni­,Njes:&,,I'1I[,-,,jti',�­,,N_�Im,-I'L4 Vid­Jiim-ign­nr - ,.I I 11.1"...�..1 I.,I . I I - ­= r, IF - ,, - , , - I ,, ,­__1­d_­­ , �__ � I I I . -_ I SPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY "I'll , � - I � � � - -11.11H,�.H't , I �__ . I. � � i `-I�;. � I Aaai­.,,y i 1�jr�,- -U.f, ­11,11-1.1, ��=_-�E­, I - , ___ � - �..� I��� I �_ � ­ �. %­:�,1. -L 15 f, I 5C.", - ,, . -- � . - - � -I,� ­ L I 1.11.111, I - �� -�- � - ., , - it i Ta-I. "I'll"- �-�I� - - OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ,, - - -I I-, I -- - _1 �7"'t I_�11 , , I I I t - _,_�_* - I _. I - - - , - �- 111. _ - - --- - �. . I_ - -_ - - - -_ "I'll, -� = �- - - - , I W, . . 'I'twpositom P.IxIm-E,; , - O_ I � . � I , 1 fiv-44 Ilmwl M 1-1111, ,_ ­ � � -I I �� �, _;_i " � Cnlctaiwt�-" ?-Ix " 77820 CALIFORNIA DR., I .I—-- . ....... - -�- ---- �. -I I i _ajfi.� j-cic I'll, � ­­ . - -�_ I � � __ � I 1_1 11, 1. �­_­,­ f P. � � "" ­­ ,- �- - - ­ 1, i �- 'T - Lif,fxd�Ta� S -1,�,,tnk­rf-­--.-&,vjl�=,:wd mi%L mifin&,% .lv�,k,igm,ulfi&�--�drog­ -1 ­.- I'll,I -I , .... ... , ,_­11 .- � I I'll - I .- - -I I ­ I - � I ­ , p, , 11 I I - �I - f- --, ,0,,_,�b �'-,Kmj 7MIX 6 . - ­ 11,­I I 1, �, 11 i-l'. I_i Oki I r .. I I I lim ­ - I ,, I -11, I ­ I� I - I - _10_�___ 1­_T41 - - ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF PALM DESERT, CA 92211 1 � %__aiWm1_,A11_1'7_�_- I - , , ,� I I It� _1 jW I ­ -1, I I I .. I, � � "" I ­__..1­­1......, ­ ._. � I -11 - ­ ­­ �. - I _ - I ................�......... . - I � � -1 I ­­­ � . - ... I - 11-11 , ­� - � I - ;- ...I I ,; VII-I utim � I (IIFPCT �-1 .- :1 I � q�11.1 :Trt1yr,tlar,jft*jj,t,o:t.Tb -. -pe -1 fairic,'ar - - - I I . . ­LC,_j I h ­-,-1 ___- , I ,:_ _ �.�,;it... 14 4- 1-I � ­1�:111, I ij-5 I-I Ififil I Ix;n1 I; I -I .I,It-itIll rO I; I 1w a]G I fk�-'v k�_�atli,�Lz Witac nivili _:-I dUv_,.z,anWnj OOiffi , ,, ,, 1. ---, _---, I - d I ­­ I:t :__1 I - I- I _­- 1- I I �� , � 11- - -��-1:1�,,) I li.I� -) -1 V.) r-5­�T!PL44"'Fri­4�111 h1h I I'll,"Irm, - , - .- - - - I- -11 I I -,, _ ,: � �i 40 - - - T I ,- - 11 , I ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR -- I I I �II;IiiairOI�_mr - . _` : � =.1 Elc�nulvl i,mlfam�tz; I I 54mrij.-id m li.lae Ix pv­Vlt,,f ri­llu t-li _ - I - - 11 r, , r 11 1. ; , ...." �:,�: 1-1- � , � I � I(KH xllfl I I - , - - I .F.-��'. : A '1� -_ , - - 1.11,11,111, -1 I - I- I- - _0"_, ,-�- � - --- , ;;, ­ -_� I I I I , = ___ �- � ,- � I,or 4 - - - - = i I ­ - . .1 - _ _ , ­..­� C-c r-f-leriaL � I . .1 N ­ ,ij.Te;&K- , , v � n�� ,J,�­ � I � I i FIL,.,vi�x,n,F�.-_incn�adnr: Mr,6-= W 11- -4 C.,ccuf X I - �_ I I I _ . 4 -�,�xf7- g� _ I �h ,v-_ ui, - �;--::, . I I _ , , I - - '' - ,- - �, I - 11 111:1111, ---- SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO � ... ­ [ 1I_xi3-;)�_u ­7 1`4 A � K A. CURRENT ISSUE DATE: "I'l""I'll""I-11'll-Ill""-I .................. I ., -- a - _T____;___` VI liff'AfAHIIIAZ 11 I I - - � 11 I 1 I-""I I 1.�,, tij!'&,� pal�fnop)levie I - I� I ,, I. ; I fl`od -. - -1 ;;�_I-.j L" m "I-11,11�ll,li"",:-,,.;:�11-1.�.....a I WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 11; ­_;­;:iRfi.qim I .. ,,A K 1)DN F N ,,:;I i, ,- �m;;4;;;;;1%==N%:=;:;:; -K) I I I——....11 ,. , 1.1- �. COo,rdit6imit,11"OvIIIiiatl m.d k*00" p1m wkp alm r rr.m.l: i ,- I I'll.­­­­­,­­.,I..".."!, 1 I'll, I ____ "I'l-,...:: 1:,tt.�:.:�­­ ­­­­­­­." .� I g_. I ­­­­­­­-,,..­ ­�_ .11 I I'll, .1.1.1 - "I'll" - I I'll - I I 11 .11,11, I I I I I 11, ,, 1 , -N I I- I -,''"I'll.- "I'll , I .... ,. - ��I­ - ;;;;;;;­,1;1­;­ ­ I I I N,A _. \A � N A 1 �4; 1 Row"-of Lniu,�: ,­­ ­ � - - I � �3�__ 11", 'I'll - I 11 11­ ,1. -� I .". Industrial Batteries - Network Power . -_-_ ,� _,� L�...I I - rlitva*tmi�. Ut"I*..Pal" mrf,omo PR mli� 'Iciff. ,�rL"k�����l�.d���-l�:%-r�il',7-�f,.b��,�]���-,-,�4�:i,i�lt,lr�,lt _nt�pt - I e�nsi -: 14airinfial Ili,Ai enul­of crary -��Ij�r mv-,*l f.­Jifie,io I't r­-,-.'11, 11, I - I 1, �P , . 11 �..".......I.-I ., F-Ift -, -�tlkr 1.11.1-1­1 1-1111--l.- �� I F- -".JrI'T.. Elt� ,. ,.... � - "I I ­­ � - .jrhn­�C­UpaVCn,_.,ft�iin I:,n"­ina-factuaLIJ�,,, ,Imt, . I 1. I I ,"vielIl Vel��r�-Ij n­1 -I gt,r-L.1,A I -....- -I I : I, , ". �� I'll - 111.� � � . Fudi,je�tlr ],��A_��L­[,�%ubsill,mem, CithaffritvMcliew_;.,;,%!P��'Jt� &-pt, I uv.i,l,.,I-t. Po�qrar��m I-ilit prlazipl C.a# salrMU b�rd'ITIP,111 aud Mill M1,1 Kl 9e7­,-t­t WhrOl P,Mil(t 1,,",Wn��7�tll�-ikIIL&t:-at Iirini:'+aili�r�,k't�,,'A --,:-:. I'd 11,11.1,11.......I...- ,: .1 UL ii,4,vt,.F-_4vPtwAVr*-PR - - ''I'll, - % � �`at 6. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY 1. "....."­ ,v , -, - �Nt! nr - I'll, I-- ., - : ­ . : I - - . ....I - , .1 ..... ,--1. :��_ , . I I 04/02/10 1 - � I , _ -, 1. ,.-� Marathon M FT - 11 "Ielid.0�Iffim-[,v ivill�xinlffl:rl x 77nLl- I . 4_�iViI,aOznpuuqt4:Vinec ii,�Tmal ctrOdmir.re,1E,:mf du'l;,wpc,a,an.;k1frXi,1W 00r I�qm'llla,d I,Elm[4-­Oj�,,�PA'ait L�tn,L,�nr ml-y 11 11 I - � I . I .L I 1­1 -11.1 11 I I I I - , I I I I . .,11 .i�p-it,.�vLdIZ I-,,W��%w T-­,, �-lfil­�Vci T,�'r­:,1­1,I I�,.)[,.�.j � � I I ­ A�,­irmi,jei i5 hent'dalacr.,C ffi�melt . M.. I � .1. ,. .11""I - ,I I ti�e , - IIIIIIIIIIII11114 �jw .- � PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE . . I 1.11 1. I 11 �_,__ --_ ­ "I I 'll __ .1­111 ., - _ I 11 .11.1 11 - , 1. I , .1 I I a � " Ill I'll .1111.1 I '' 1-11 I ''I'll I - -I _. ­ I AGM Modular Power. I � I 4 �� III, PHYSWAL DAI k � 1.1%.I.snil, I -1 I - - -T - _­_...__­­­--_,­-­-__ I I INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE - - .. - I l3'1Ar_4f'VinlfE1Vj-1T,1I' -) 1 ' ',S*f1l T___ - - - Uklet-,"In. ti,,-�ih,,�g.-aiv.�lf�l,i�-id�,�p-.��".�i:�t'll'il',,,!.�-:,%:�!,�,�pi,.�l-.",i-�i�.. 0. � ,uj�I�q2'flH 41M,I g �ifi,C.,.V,- I- . , I-i I "I . _ ffl'j, I I . - I 'I ,! -1- ll ,,,,,, I'L I I_'Rtw t,,�,­� . . I\. . 1 13 Nint I I!mm 1 1 N") I I I Lt.d omrR�m4-lnh�alvtxin_af 11-mi dla�in fi��m;,v c:u i-tv ',:Ol,:I,.�.f,--gliTitt-Tml�T k�#V;l idlio, I 1 I , I � i P, n in:j I I____ _.......�..�--����-����.����-t-,-,�-�--�. 4 I - ARCHITECT/EN GI NEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL � , I Specifications '0cargilimilt NwApplazAlAr "'."Pict vin5kli� 1 (mavlfiu� L THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ____.....___._._.­......-................- I Flectro �L�v,--,�,v�--tif�i��i,-��,-""Fl.lr,l,f�4f).,-,k,�,-T.if-k-;�.;�l�-�j�f�.Ft-�L L jr,Al,,� �nein Hg x.G V) -rK,-__-_____ - bl� I . . , '�ji;+.Nl It,jt�%:g,j ­ t�L,i ej cr�g f.ji'I':�',,�,L-�ft,�Oia,o rv�j-,V&,,I u��.,,,ii:IV- --im,&LMIWA.�1-Mllra im7UMPIF. lln'-,i�­k.j ARCHITECT/ENGI NEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL , - _E_ , � I I,- Anfil 10T,�.,atlit._T,� I I- � �� d _­__ ___ __­_­__ 'ar,�,Ji�t�F,-'Y,t��'i.tc,Kici,�, ."k-�-i���,.-,�ii�,.f4��tK,.,Ut- l%,,Ut,fe,�lt-o"#,��,-.,I � - _ . � I I Fhi4panatin,liar I,,m I hn�I , VW�n Lika-t.IAIV. 'i Gri:la,,thant I ___� 'I HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL 11 � ITAut,l-Valig-I T t .� WkJo OinuaNiklin Attimpirilop I I , -, I � . � - � mi,ifll a,m_l; O.,-olil-IL,by'OliliIr�:i I � - - I ,N t.-1,vp 1.k- LetrJ ,;1 1. ; � I . lltl&� clMiL',Lu,'Ait':Not tr�jl I�y�,f­,41O,,id It-f'ov,-Ii,�,-kit I . r-M1,1140 . . , I g,l,t'apivr�Viw A I REV.: -_D - DESCRIPTION: - BY: I Nqc"V 1�,,,A.411 4141:11AR11 If-(,.WI*..j.; ATE:- 11 , . � --I O ­____­_ ­ �- k_�..P_-�­l: S,V�­­Ilf.iwa,hianei.,"I",k-l'-ar-mi sJin,;­w,I I�nu�r-6".ibt­,hildtliarvt-��h,ll-i,kM DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 1 % AF!"'.-C an-1("c'! A,1,-I,h-jil"I I . - iWDE I larik1k:rw apiVV,�irwnt Eki:tfoim -�'ekerti:-Fil.�:-[C-fi,L,��l'.t�,�-lineaL�aii.�,".L-*�in,Ji,,��±4 ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED I I i � .... - - _. ­­­­­­-­­I................._.- . . 7. . - -- - - � Lead o.qTTj1urad[,M.".."I--e,�!1-I I.C-li O FINISH ELEVATIONS PRIOR TO FINAL DELETE 'RSC' NEW GATE. _­ ­ I , � - � - __ I ---­ ­ - � ­ __ 4 ��A'�-�,l��E�i-�.I,ILRSf,T!'-��fi Rv, ��_I,_-:A-'�­', RI I - -,­ I,= pg.2 t-� . ­­- INSPECTION OF WORK. 0 04/02/1 0 ACCESS TO SHARE WITH JGD gl,.:ol 5 4'.�'��,'�,'U��,,'�t,'P.--If'P'I,Ik�'� AE,1-�C�,*, I �, (E) 'SPRINT' GATE PER NiNTY FW "Il- il - JIOCOF�l Xf1;S 1 141-A IflI'1f`OTIi1UV1V-umFt;T AN)-Tt1TT]jT(7m7T,,T,`v mti,,-Ht-�.*1-41�,FNTI'4F'l�'�,k'!,!,,�'4V�4 'CROWN CASTLE' & CITY , , 8. THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS STIPULATED BY 'RSC' LEASE AREA 1702 ENT OFFICIAL HAVING JURISDICTION. 0 NOT 19x12 JGD I 0 REV. ELECTRICAL SHT JGD PER CM COMMENT. O =11111 11 - - - , ­ ­.._­_­­, I I I__;;­=11__� I ­1 I I .1 9. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND REV. LEASE AREA - - -'Fif�kc,,tt��ff,LNI)f.INI�..",kol",�Ir.,,c7tbk,q,l,�"t,ll-o I VII TORECAUTIONN 11 � I 11 I,[ J IX 0111FRRIEGULAIORY INFORMATION 4(­-CjiNlIN14.b[ IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 0 02/16/10 BS � %I 11,07AI,Ill RAZ-ARV11A.IA(fTJNI0lUFVfI I . I I - - -- - � ­1.11.11 I - I _��� . ­­ .1 ,..''I.,....","..,..... __..__.__ ­ . .-�. -.......__ ''I'l""I'll"",--,Ill""I'll""",.,', , .-.­-­.­­.­­­"I",­..­.­­­­­­­­­1-11,111,-­-1----� milm Diiiovri2l Mtthw-dv- . � ffft�tav of fh-�3r...�"�ACW.0 � I � �CFRUC A�Elzm�t-Aua,,6 wd FPCRA� � I . � I 11,14,­-4t.-d �4,ox­ali­-dc,mil,,t:IT A.-a fm a 1pill,­1 1.,�t Ta�iae 4nd pla_�it,a,,,,'�dae,E'_1T,,_I,d&,-]ilm I-ii.TWA,J­ . FIV17 it 4 ljiq�_ St 4�t="it,i r Tilatilen,4mu r,,,di,ni qp,ii I,-,�v�,,�-A-�my nA . - I W RT�q­nblv� ­I.t,f' 1-0'fi-�r,i,!�j�d-,(k :t�sulturi,.:,dLu��fi.[R.f�l,-"f$�,r��lf,.IEL�j,41[dEf'(:F'AIL*I=i,,Tt�41plaL-ULKwk4i �.Wt�l,r,!,"S���4fq�:tr-li�.ATC,fyjjjldtj�'f- I . QN � _r_- I� LANDSCAPING CITY iml p 1. �., ,-1. T__Y"P�,51,f - , ste� 11 7c I Lb,[:-F!p ,,i, -1 r -I�III,.-1tel . '�mn�r ­ Ri,b '�,Kr,--A,�tj i--IAI jbil ',jl,W.it,'t,:, .1 0 BS I - laha �­� ---a.h.a lii-tilut,.�:i -at[Cx. Llw!quarift"'Vittill,11votlun4,fitugam.,iil,r4aln I �n.I:"irrT 4wituitc Atuun.,ormnni�_ifianhvL inw,w whe�-J,.­lok�iiee,, �I . 1)�,[�j -_- _ d aq,all .4"a,l It-ten -,m[1­or.�,�,I c q.. . I ,, ,.I 'i 4n� : k mn I� � .. � _tijr�,_ ,,p' j,l,WIE,,,ri I . 'y - I I I I - ain.% 4 Lill, It n!may"am 0,ra­j I OT f7f__5�flE.,U,CfIr.j_i0-fIN._xI1.IyA1fLO TUN �- - __ It - � - - COMMENTS .lutp d,Irt�z­`,,M­,zitid eiiii4bOdilill .f"k Eff. � -O- ­ 10. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., 411 Snjfuijta:j­­ ---tzil ,.r�,�,�,���f.,Ir-itlj,��i,l�,,�,,-,,�,',�,d"hl,4,�-'- ­1. - 'f .., I ,i . _,[,,,!,j PI kl�ntv -K?'­t LON i - � ., � . "Wri,10: ,I , I I 1'r'­6.,ff_­-; thi t4I0VIiX of QVffalpilll.auf-('41i MU- N - - j,_r,3 t�,!,ez,n��_7 kadimelit,fa,r ��[.ag]_,Z!�!_­i�,.�I - i,-,'a­jia,,j.,��_,j�,:I--g�L ID BACK OR BRACED IN ACCORDANCE WITH CORRECT LANDSCAPING CITY .it�_, TICI.- _� � I - - "I ER�xl-',T'.-4�,-i-,L 31 i� V:l�1j,:.[n_,I!�r,Av­u IO I AVIVI ItIu i,T m�_al wl ftu ie A iati;,jmr_�m m pi_-,m� 'k,av�rqg,� . F-tt4utionvy Lubtfing; jIAjI-;K,t4%,-l1�,�,haaIIa�Ijl L'U1101%Cvmtam,UPrnIx!­_-1�bT�lb,,at l-0mric qLiA Can-rart-n-Pvi,,---qrfnoO,nttpqw,fjv iajtfit,.-i�.v�j� l�l"rff"l�,T-P,r,i�K*�-��ik.l"er.�&���-�*ti',O,fi�=.t���c-jwj��f I . 0 JGD I _hmat,vuel Ix­Aj zd to Et�_lt-_�-d tie 4.ria,g of tht ciairnea - - I I - -_ _ OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. COMMENTS L�,��-�l-�:",d��.�l,-�,�-�44--�'pi4l�',�,-,P�-��,,,I.tl�,�'fl�,�+,,O*-�,��-,.,,��fi-,E�t&"7:ki&�,.Z-�Vp;rtm�,iui-t,.- chiur4t� . Pr-11,1,0111-CAUSSES SEVERE BURK5z .......­�'.,, � in hmfi�, Ie,-anif ict-ritkii' �- - -1 [T,VO,,laF.j1.-F X PI i 11;"�VF(jASES I I � 1-ill?PF_NIVE-UON 1AINS S_LitiFti._-XCID fj� ['11CRA Sctt lim I 1217 iei f.il 1:4TOarI_o;i+il'e.1 Jnc,i f mg nc�_Jkil,IlO�qf­ �-,� I �", + I +_ --7.1--H-� I LE HT. REV. TO I carbWmicitkify� , -I I ,- ,]h,l_­jiI,,dfljje,VV, _!�+1_'1I_)qud, , .t"- 0 04/09/09 (E) PO JGD Itnit-it'viv.IS--Kinc-nall Tm,xxflW_fvn1E,�-. M-ill,I fl,�.­16.IV- . I ;Zf,.,.1A'AY FRItW,CH- flit or mc-xieizcc if lziaA N Fli"41't.11 I In-A Ir.-0 f.IAKIIb,­­,r, I U ",gk_4 I - =-h'.I---m. I'l.'t'sle . I LTI)kc:t� -7" PER RSC LEGAL I �f �I AIM.0__r,;I r+e- �.- eTAR � ......................--.---., ---�,,�--------,.,,..,.--�-.-,.-',,-, _1­_____­ _ � _.___....... I 1-i �4vPPIu,iNo[!FI,.ne,V! I 1 65' - -a - n_,I_,F­1­ � - 'l-'r,li,;"4".Ei",'Tal:�a�i.i.ri'tc-t�,,�E. _If_i�_id'",, h�_z���,i�.I.I���,,,,'��-l�t�-h.-, I 11 . STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 100% OF I , a - 1,111 CChNI ROL S11f1,_A%1_RL, I - � ,#'m te,vtO-nmINt-in i-lmrvs lletn�E,C,lutq"Tc-if la Ab_ia��diengun; I -1 Tal�Pme­_­;E ir­ljp�iO,T`m A irli),,--111 C,��,'Orrv,-AL-,_bVn;�,J, -11TV 'jul le,�Iluermniel of,eul-an)13.f� � REV. 100% PER DRM j ditit -l itilifie 4v"JI.,uncadd"-atinnN in.Iziu,LVIujj�L I I . I , - I _ -1 jlf� ,��r ..kirk,4 11'ni E� . I I .n - I _ 1; I - ------------------------ " I 0 � , 'i'AIi'ilni�Aitf*,,,-��, t­jv mpi+jr�11A.'.,-ITC,SVjta11*jVW� �nll � �vl txrc�iii W��hf fugh mmtm-i Gn TV"Inne.ind peril - -ft. -4,allel fitk ROCTOR DRY DENSITY. JGD I . I - -1 I -11 ,�,�-_ - . I I I . . fi-i 4,11'al-l"r :--I,4,.,­k­,,I­4­1 't WNW,­�,I,l(rp.P­-711, - I C,tr,t�,,c,ir,MCIDLI�3mlc-iarni,��.mi.i.,ins:4LIle�Fi�-�,i E-+�figi,q,�,�rRK(-41,.k*od%k,.tkp,-Ii,�N: I I , . .,I., 03-23-09. � . L­�Ixmmpiirm,l: L,Ls-cuf at a2B t;iv�mqmn,lilii�k�n w..,_nLqIF.m4ivefv,,4:,4�, F,.,t A-n,o;,�Pm,ff%,",-'evi e�1_1 - "-,7--��]��,--�kl,,��-,-Llat�dmu Ei,�Ju.ic�lk:-Iiljl,c.,-.��-t.�,�-yip-�n�nL,.w,,itL�-id-t-,,,t.r..e . 0=V,:,l r.&S Eii . � 11 , ­PF - � _1�--t±�!Wu"h- - . - _A , .-­­ . I in­�-inl . � 1[­jl,_,rn­jW­.F­,,:, 1�lu-',��,r',inl,-�ic�p���cm-w,fy ll-",,:,�z,�,�i�."�vtlt-,ivi,i,i�,.Ii�y�c�nt-1.1,�rth I-J IF%, 741-�­��-_ 11 I--r- CO: 'ROYAL STREET' I J . . . . � , � - - . -_ , ,- I 1 fl!Of at�,r�_ ­eftt,I weiart"nOtt'n"ic C_odimr,�, anc t��pi&nte,_ti�m,,�_-,_"�%,rgirg,-a 4AA&je g l-m�=I,q� R,U��k all � �it�j,qt,#I,­SnTrV,,V��O,Ll,� 7ft..i.q' N virdWAM . �T I . . I I ,.Q iii-Iri 0 JGD ..it'llk'al C Gemat)AWaitiatitil by FiTmaAme- - , - I LEASE AREA ROTATED. I I ­­­7, "',--r-ir,,,I-e"�I_ki­e F�Tlet:_-i,n, EN,,.ar�11­,,,-u i C,�,,ia.�11­m I�'i1i'a--l-11 olmuO_-,6�h I , -1 ", , . C-inie'li-,=1.WJ F�v Rri"I marV,Initly�405j�lb'fig�S!�-lft.tn,*j 40j"vatt r,_-jr,*,nW%I.md:�ci v C�o tietof elvc-tinlyte 4 watin . I � , 12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED 11 -- - Iti,p­4.1�. -!�- - I IT Yill 174'-I+--�� lkil PV_'&�V:t da niliur,._,aiz�mrv,n­I!AC i'Vii-III mircaff-h:IV�I-avf­.LAtIIao r 1�1 ,�Ifji�c-A.fi.j�<!. irl. -­fl­tcf=,]�,-t IT,-b,ni�i�i LIV,a E_q­��­4,I�lit-.�ta-.,COT PI'le-,harigim al qp--�,Ix w-.n_-'i,w I -[�-r,fi%�W_,a�,,If.,r1r,a A I , 6_-)_t ,IllA 4-111 minvagir..vate.4in.A�wumm_,ach�ct��ininicenLact,�mmtm 1xinulet ofillierctrol,ft I I � , I . � �.",-,-���..E�v-.al�,-e,�h�.,L�t, -1���"p�.:�'n'-��W't"1-'te"'-3;Cc�'-'���-n'�-�of�xlnn fwleil��, ,hir'r-t Of.ell.'a]11-2.11C21' BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD q.,��4��-t..If�.--id,-,Ioli"o.,d�--��"�-�Yd Vi,I.--i.-b-L-, Uza,t�_�OO ie�,­Tlf.,.VL--_.1"ide, i - _,� � .Now- �E sc�v,m I-L 1 f-firthei n'tafte.t,or,f­jilto wit Jrx�Fwzt o�ipht-�:,N-rvilti rilat wi:,c,:,V,itro�i vttVTnz�,l:, EPARED BY: r r � I W,�W,I+-,Tf4s e,f likwgi,I I v�,,aja�in-ii r-,It-V�-it--im­ai�e,; 1 nvgi.nw pt�r�! CAA; f:N 11Y I 0-ILrj .10 Vl��larptnil p%�VaLI;j O�J,I I.tii�,a In:e M Ing lk-'an.,6,T,l ein:IV ill 11.1t,Ainrf,fi,,Tif(:Tt,jjl�1�3 tin,- q�f�,e,f f-F(,,'aij I PROCTOR DENSITY. i I "--h ­A�*-­A,I,e h-file I--&�h­],­V i-­­ml,.Firl h­_�Jmv!,,,V�- � - . I � ,,;t ol _, - Emapaq inial Fbm A-id Pmeirillmit,in .- . - - - � � - _:_� -- . -X I : � I e--1 -blutlagom: -1-f- ,r�,li'l�:��'Irk��,��h,,ii-.I,fc, --�1,4--J-z�,�-l�,ltth�l,�4ZI71A.C-I-.-I'��,,,L����.. Yar­anin,S�=�ircnf ;i0thf(:I!,A-1- - R_Pi'. _. . q Liag,11-titim, c IN—Amv��Iti,,---­,CA­-I,f -144�_F�mja,ajia­p, ii IG:O;,t-�l�L�!�,�hl-k,cd�r,r,ll�"tr,�:li':�ttk�kililg"w,�t(:[&,.-+I I Q, :, . -1 . I _;tirg';�- . R��,-,,,t�t,-,f.,�t.��i.,.,�44.�,-,, TII,_1�i1jli,_MT,e�, , .Tyg_ - - I � , , - g, ,, � , - " LOL7!rill wi TIC VgN 1 -�*I li-JI., - .K,� . �, ,e-a.-j tz-,jar atru.]e-AltA.- 1.-71 0_­%hW,i1pf1Ii1­ITi_b­��,,,,'.t­l_­kt;;IV.j,01v­,hiotlz,eg�,�ulffit,ii-j! - I � - Uad�Cnlrmrill,: Rvr�ivf,tom�Nllomn-.pt�le+W+-;t,riket---_ -yy � , - - _. - + , � -dhd jjp�,,,,I FIv, x7itm 13. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. EACH LIFT'S THICKNESS SHOULD I i -1 all-�,_;­+lclej:,ex�lej I-It-1.+-'Jti.�-Ii..l NP44"­ i.,�*d­t,-.11 F­n��:I:,nfi I " � . - P � I lm.-Ak: V,ic.h flirr,iVeri-,,.h:�V�_if J�14;ir 7,�vi%rnl-[rl I.nt,�Alu�,at,v­��_j nn thle TSCA R_Orv,l,j ��� -­ �� -_ , � 1,."�71n­� ,1.'i­ Im"munk; I n4ftifilt:(I-Lbitig; I NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE .1.111,,, 1� . . 1 . I . .1 ;"I, . � tmqupflu�:I­j- :. .1 I., ­m��,­ . ,I 11, El;,�v Ilt�: (Aw I ariti,,quan tit�,���w al,,n_& mat'aic�4al.$14-1[�T_,I��t F N joe re,jjt�,.Ian,:,n-.t,,,,­lL.- it bl't,Tv,�,v i,dan­*-�d,uO,-T.bil-,,,71a,'Ll--­q-:mmlimi..1-ai.ih�N­-I­Ifi (ANAIRAN lit".1 ILA lJOV"I,VI�+F,t­_-t,il�a­_-,I�II-p�_dlml ivr�Lmted-ttac CUA[,,-,,'I-ND-31 N 1f,11 lar,111't-,111T , �9 [,A�q�­jg_­m­-JO 0"li-R pl­ leiii.�­M­4" I � I - ­eqmfmr�T'l DEPTH WITH THE EQUIPMENT AVAILABLE. I 1"� , I ,!�T­tlr _-v­......�.t,Vf,vr-,q_-�'-r-�iad L'�,tts I ,:, - I � �Iwon` fielaln�vm- fluslitutit,wite . _ .. _ , I ,� PACIFIC 1� -I,,,Ie CALIFORNIA PROP0M 11ON CA: ­-�_; ,Ik,ft��f*,:�4t��6,:-hgi�ar-iftuhtif r,,-reqnred - � I ­I � r4 .. .,i delim-A 11-1 ki;,ph=,-A oliAttini,m Imdrr ii,i­,ll cr-it-it',I4 I'� rie,v j�i,,r.I,IT IT 0I 2"iQvIN-v 1­3-,'b'eld , ­--A L",-d it lhl�I:�,eiain tl,-A- - - ;_,j .1 � -1 l I.lW101 - I . - � L eai A l-,�� - - I 1 14. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL -'t"TV!uA-,C,"�O'.S.�t 1"m�T i t:.,I I,5 an,ft:i I C in itriiii i�"C ner,_,=�� I V,i C I m.h m g nat,W.&---ty,Van I m i I n g E,qr Fij iio�tkm; - _rq�- & ii-h 4w­l_4,!tI4V e,1-1,�-7111,inO`.�-il-I I im,ad c-n.],-n-Or-Jily.6- ue;ki. I � 'V,;,q.RNlNl-' 1h.,;-,i, � "r-'e­I, " -,["", ,Ili., iii,i"mr,'t,,V" ,n, 1 q, , I , I - "Aaed'ju-i-h la I -1 I -k .- I . Vli�e -__ � 'j.I,,­_ ,.,1, _,l , j t'�.,,�4 C,- �- ­­ -_�,bi,rh �j�_ . - E�_ el _k I ED INTO THE EXISTING SLOPE AS . _tiem�11,1g, mg; � x1hzq I._,T­jv,!-,,h-"" I I I - � Kyty- 41�,�r,.Iy ,4�Ki,,p3c�-,t-.V�.�,��. �i,-i�,,-�i,,,I���r�-!,�!lf!]-#y -,.J,,,� I HITECTURE I ENGINEERING I CONSULTING I I _ n alli -.�__]�'.jl jcng�_',Min;,L­-n--,,h uh- -i!­,,i�,�­­ -r niff-ane& im we hian,flodm er,mce.47r.t,-ir,earzi that, "',ep-,�rg­r.;�,e�...46a,um"a,�i ARC -� __ � nic- , � a _141-,I!,i _,cH�lutjT, _ __ __ - I -­ .11,_,, - ­ ­ j -- -*:.F­a,n_TnnIedw.l.­_7Fl,F I 1. `_na­� -juld. __ -__ I _Ifto [_,Jlx7iijO,�", DIRECTED BY A GEOTECHNICAL ENGINEER. ; - NEIL'Olk-V�FT,WER 32 EXECUTIVE PARK, SUITE 110, IRVINE, CA 92614 - -­__­_­­-- CiNK E .1 "I ­ I __ - -,,4 j;V 11A.Mit FI,qt;&%In L� i %Oil PRF.CAI[_lj0NQlkfkR,i �j I r11 I .�r)j,,,r1-mt,A,IF FW)r TTx--1-rLN01,y.-i-.Fi; � TEL: 949-475-1000 FAX:949-475-1001 � - O - _____ - lit OfFIF11 NWILILAI[0141 INfORMA11101IN '95ESI ��Fx V17,N_U__ 15. THE GRADES WITHIN FENCED AREAS ARE TO BE ACHIEVED BY COMPACTING CLEAN FILL TO I - 11madlitimij,and St.rn�: ?%IFPA H-r.1 R.tj.g&,-jr-1,­Itd� I "...111.11-11 111.11,11 11 --- ,_. AURQR,v 1I,o6ii­* �4`0 � 'bjx ti,orllnric�anittel T-ml in c-,dry,­11-1�-A,Alrd,,�_,dw gr��,V4fe,j Trill-,a-XIT�17"'L-,mrC;,,i1-,,oal lt-�Il att"'t- I I .f, ;. , ___ I - - � ,K, ��ST2-1-1 A DENSITY OF 90% OF STANDARD PROCTOR COVERING THE AREA WITH GEO-TECH CLOTH I I � r J,,t,.q,_17" �,,, 'L ,��, _�h at,-I d,I,c�,,h r tr-_1�,,n,I latf,,7,­1 I I Flauim,a%i it,jRct)-TI -4.­Iih�Ii-I--i � P03"t�IIV u""r I llrlf _,,��_�eurn I- . ,�an,�;,g,af�_,In�_ 11.11 I. �ij - t�,J��1, ,,�, I - .- � .1 : fit-4 2 I I I , _____...__ :==�__ , - I I _154,�L._iId r._ql�-re�i,,n fe'-ni'td -I,�m_i_- A-_r T­TIf­v_-T_rTF_ic_v,qN��'U'S-,-NtE T­.H1 P.Li,,-If LN Fl._-R�f PRv�Al-�,Tj`j'T:L AP.'I'D We CIA C',fA I f.F-JAL It (18" MIN. OVERLAP AT ALL SEAMS) FOR WEED SUPPRESSION, THEN ACHIEVING FINISH CONSULTANT: ac,n,a&-,.lit,,ji.a.­Oh.Teo,wt �,'��,t�i�b-[-,-",17,-�--�4�-,-F-'-�-,-,:O,-4,1....11,�,-,-3��<iqc��lip'TT�-*��--�icvtrx!h�k . I .. I- - -_ `' - � � . - - I � . '�- - ' - ffirm=mv-�.4"pi,xi;kOd llwraij�,,,�V,4lol--!,,�,;14-­11,jnri I - TRIIINOOPUR I A 1 ION-, I F1F'A.m,_,[AFl1�SAI-L IN FR(_X'FrKl4FS ARE NO,[h il H j M-717,A3 PRi"n-fr3m FoR.i, Hl,r,,,,1. . - � - - _A 1,Hpi-��T,!Af,'[j 4�f2,j[,V_jP.1 I-,:1;�(�,-;�i,-Iif,..'�,-,�,�l:,,�'I-le-Tifi-ftj jbi.--te,,,, SH ki I 'X�I;IL LLA-BU FLIR T"41411R)'ll O.'P.14:1'I-IR.T491"D P"S--,_jN:r PRI_O�AA-j 111,S'"Al�;14 11 k�ADVIRIUAl 1 ISF Elf I ADDING 6" OF 3/4" CRUSHED STONE, NO FINES. ­ __ - - tutfiiiag� kilft��'ir.-­'L­-,a­,j:,1E4f,Av,4--L N ZKYLL I't,-ITT- I 'HF.VA If-FLN:_ I�,.'FN!F REA517-INABLE PR*r7x_I 1711?17� 1,R-E rill Lil"'I11.1 . The-m 4 R--mbl-tilk-I,t A, i�,fi-k fr,ita lliaigms'.4,kipt-lit-ad finm-t,ai�if.at-;,,nnc,,At6 h-Veli-Oxh,mtf�,-1,A . I % il,::rilt;�tuirguj Nh=elff jlo�im tin:nnl�-�g r 4 U�r_&7veli+i,].lt OT nT I!;-;,,Oil!-,- - .dL ,-t-ii� I,.t"-,,,, I I U F ?r_1L4.I-..1;--­1:-,j1-;T444-11-6�kbl!l I-�11_1_VLDFSAI��'�W4jrRAN',Pi,VN Aff-�WIFLTIL F S. N-) A T V,I,9F1-,,ANH,�,_LL � ,fC.,:,�a�TA_fiO!jIVb[,I'zI Lit,of 1 lvo_rvrL, di �tlieis ii:��IT!i�-�,��;-�,���f,��v:,I."I�ij,['�PI -4�jll - T�_ if I P r 131i I fl . O - , , . PIKS-S'i HAOLALIN(i THISIFF _'C[� I !iezing dinnir'-d imill gotrug'. ­ - I �j rA -�j[U'L D- I-'�\Ifl_'AR li'lT7, 11 714-'FAN[ENI'SOF THIN IJM,-��jff�][!T­ 11EII, � I -H11 � I I- .1 , ,. ,fVI rV.1taqu,Ill- -hir h, cjg�- -.-mg s'o.,qhwid 4�f��t-lafeal K­qi bilae,-.1­T-4 - i,�s-At mliIfieIns Ntlaliu,-11.�F�ciad � I mur.. 'n, ,W L,- . . I - - 16. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, I iol_-I�7.lin­at,�,-1t;4j­-w­I A-.Ti;itl,-I;xrjl ial, A!wtnatim U�I.-N Dj%-t-rc u�I- L - YL-f IVE1 -j" ­N It-,,T FF I f 0 P�t P.i W E t��AN CI o I 4 t4-R S W"I\1[4, I I �, I -_ I . - I MF�-Aielil Pl-i-OW II-0611-m 2fid W-I'd etlilitif--ei rl-,e-I T-A,r�-,,+­ WcOw f­v�mci-P,­cir­1-�­­.-E�i--rie- pirc�­­A-4ri­,j A-67 � C§,,:Tj� I . - . IMI.]F-%L'�]�-',-)T,',I'f-:[l'REETO 4 � It(1 I.R1. J- - - I I -ft ru,_l1AE'EO, I - � I - � - i`NtAFO A,L'11�01111,t1f1l T- JILUMId 41JI MWil"Ve[I`��-�e_JS UJUki�l-L&I,11 $1-11 1 A IT11 711fliz Pki-�1--it,--i I bIting"zil;lruni, , I , � I i - I . CeTNI�V �_ ; TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS 9 I-"" ­�,;"r-1 me'.­4ii-, �11 I�--[�'',I,r�­,,,, ,:.,,-I,��,�ral,,fii��aodfiiu'ov'*,-F��nafire,-Aurt Elilh-1 1,11'lco.,nIA _1XjtT1 F TITT Ti,[1'-*L'-U1TA_,N A.-i-I'VI-I AIEV AN'b NEI t C-ri fir TT`T--FN'IS qI`1 1MVED It i BE M f 1:PATE At,(A�-TITF;Ti;�%IL , STIRIlw L.-Ak Pj ftvj at** I � .4 ell P" �t t , - � . COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE I .d L'Mli­�,I�-­.:.it '­�el,.liv,O, t'�,-f-i"vv�,,41­��],,I!,­� T_h�EW.lI!Iiti`F.F1Y1 L­PTI:tl��I-dl -It HLALOK LXIDE:TEI_I INOL�Ki[.0 �, -I , � I I - .S NtNj�.ks'Mj',Ov,�,Pj,.,,,1�-Iy liellif-I RESFECI I_liLRE10AF­--DDI 1FIAL' ,T.I.I 1ABIL Y . __1 - , �N N A IT Rtall--_'-7O:Vb'e:1I­VeTI,MVI,N ilrd III[-R.O.V-1i;,11-gftiIP--,j _&,,la r,,o,iii mlinial and zcmil-V,pil.b�,dikiliv.-ah�.A, ­h�et� I I - - � - c-,-ir tn.;,mel St,�.ICL,.L _� - ,b- � , O , 11 , imv� -Non-Spil �.L- .7,1-Non- ,FR F( ,_ OIL"'I"AR-I It"l f 1:1 f 0 CCT'FLiLhi_K ALW�(_E'I if N-ED 7EA7 Tllf INFORI.V.rl,-_-I�N , , -- �Ie�_�n�,V ilic t.uzi1r,Anc ffa��jaazl�y_-w nano,be& �AiLeJ I 1, il 1�1 RE1 rA',,T T IT Rill f Ig �L I U---lIelly­AI.,.Ll­jP11I Oy[eil-Am W,,�k Ntlikc L�ram ktwinia i, � - I I ,, kf I A .. -gk�mtrrul'hv,e0-,,­-1Vt md pi-in._ft-jaa ill otf,a� - � ,;Fjii ilhi,R,tl,�' ' -I�LA F,' , - OR. I I 'Al mVik­� t h . I . - 1SC1iRRd;N'T_APPI FCARI-11,A�,D��11­.%RLFFOR lijl�![V,TI!,R-11111111111111-r-1 -11-'I,'l 1 NISTAJN�1:1 . . _­­ I witabk C.'aa n'twith,�label.&fit, T -uila,.haerd.!q­O,,a,w_-,I.-it if%- a enl,ilVanhinol iEjr_­mP faiaTanr lut, , I I - .. 10ftmi 7.g I � - I......`­­ . fl!,.�-,Ifot�'j CAO-A"of 11 hl,llrltl,,�.§­f� IfF.-tha"i'lolim.4p I .� �. .:plz,el lt.,�­m�­a,A,cl.f,IiLvnc E.- W_-�.ltId r�,i�-­, I f RE R.A.' ST-n t 1-d­1 hl--t-,ri�,�,-z:­11,l pla I­td�-Li��..�6­-,�.-.I,.-,�,I�-h 1� '�I i I k.�,,I I,f,�--I I",I�.1,­_--�"- 1,,-"!"I- � � - I : - . aOr-l:face i�niplct.e-n�olefit-,T,1410;L,_,&qte,I U'd mvid m­Ilq­,j gla,­ END NE'I RELIA-SE ff_`�NT-_1,TP,kI fZ1 D ALIT) I ,v,mi,.EP.-IL t-atVic-,----,,a.b,.l borr-'1�­r,­-ry' 1 17. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS I ­­­,:_­ --- I I - -I 11­­ .11�. i SHALL BE TRIMMED AS REQUIRED AND PROTECTED IN PLACE BY THE GENERAL . Z9q-ikU%;P5�-?-f-*ASPRVv Rm AL,Rvu i-fn h6N�,t v I 5 Zv,3 LASDS Ol,�PSP:,--,�T R,_­ .U-_-_t�,�'-,,�-� viiv�:4,it� '-.Fj-��"-,DN��,10.��fl;-.-.��I Rm� -i'. IIHII-ii-, i"V,I��_I I_. . I . , - SL LKH-UNIEN- ,kT.-T iflulrx.r:+'% ", I-T RE GF.11h EA I�Ft4 Lxp 1'",;_.'�I ANY 71117trOCT&Y P fl]5,1 fit-Cq THIS P,TIRE FjCx�-.tj,Nji,�I ,',NY FUf I TfK.1 it".T.TJST BE 0� 1 HiS L,I CONTRACTOR. 1 8. DRIVEWAY CONSTRUCTION, GRADING AND DRAINAGE WORK SHALL CONFORM TO I CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR ROAD AND : SCALE: BRIDGE CONSTRUCTION", LATEST EDITIONS, AND ALL APPLICABLE PROVISIONS OF LOCAL JGD BOK DKD BATTERY SPECIFICATIONS N.T.S. 2 . I I I 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN, READ, E: . LEAD AND ACID DATA OTES: AND FOLLOW THE GEO-TECHNICAL REPORT FOR EACH PROJECT SITE. ALL PROVISIONS : COMPLIANCE 1 . FIRE DEPARTMENT FINAL INSPECTION REQUIRED* WITHIN SAID REPORT SHALL BE ACCOMMODATED BY THE GENERAL CONTRACTOR AND : 2. A CFC PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD-ACID BATTERIES IS NOT REQUIRED ALL SUBCONTRACTORS. CONTINUOUS ONSITE SUPERVISION BY THE i MANUFACTURER: MARATHON- MODEL NO.: M12V105FT TYPE: .MONOBLOCK TYPE FOR THE QUANTITIES ON SITE. GEO-TECHNICAL/SOILS ENGINEER SHALL BE ARRANGED FOR BY THE CONTRACTOR ,:, �) 4po 3. A CFC PERMIT MAY BE REQUIRED FOR THE HAZARDOUS MATERIALS ON SITE. � . 9 __ � � PRIOR TO THE START OF ANY EXCAVATION AND/OR GRADING OPERATIONS. IT SHALL BE .? 1 4. A HAZARDOUS MATERIALS IDENTIFICATION SIGN IS REQUIRED FOR ALL ENTRANCES INTO BATTERY STORAGE -.1 ,­ 0 DCELL CABINET: 4 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE GEO-TECHNICAL/SOILS I I[ --A I # OF BATTERIES PER BATTERY CABINET: 8 AREAS. LETTERS MUST BE AT LEAST ON (1) INCH IN HEIGHT AND IN A COLOR WHICH CONTRASTS TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN 4 * . BACK GROUND OF THE SIGN AND LIST THE FOLLOWING: WRITTEN APPROVAL FROM THE SUPERVISING GEO-TECHNICAL ENGINEER PRIOR TO C-If"5 ; # OF MODCELL CABINETS: 2 PROCEEDING WITH PLACEMENT OF ANY FORMS AND/OR MATERIALS. /� EXP. 11/11 ; # OF BATTERY CABINETS: 2 OF CA \� � TOTAL NUMBER OF BATTERIES: 24 VE LIQUID 1 20. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE AND I I TOXIC LIQUID INSTALL ALL REQUIRED SIGNS FOR THIS PROJECT. THE CONTRACTOR SHALL OBTAIN . ULATION CORROSIVE LIQUID WRITTEN INSTRUCTIONS FROM THE CONSTRUCTION MANAGER AS TO THE EXACT WEIGHT PER BATTERY 35.80 KG 859.20 KC OTHER HEALTH HAZARD LIQUID MATERIAL, SIZE, WORDING, AND LOCATION FOR ALL SIGNS. SHEET TI LE: 78.93 LB TOTAL B SIGNS THAT MAY BE REQUIRED INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: LEAD % BY WEIGHT 1894.21 LB a. 7x24 ACCESS SIGN. SITE DEVELOPMENT NOTES, 76 % - 1 5. AN APPROVED METHOD TO NEUTRALIZE SPILLED ELECTROLYTE SHALL BE PROVIDED IN THE BATTERY ROOM. b. SITE ENTRY SIGN. LEAD WEIGHT 59.98 LB LEAD WEIGHT 1439.60 LB 6. BATTERIES SHALL BE PROVIDED WITH SAFETY VENTING CAPS. c. ANTENNA STRUCTURE COMPLIANCE SIGN. BATTERY SPECIFICATIONS 7. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE CFC STANDARD d. NEPA RF EXPOSURE SIGN(S). A ELECTROLYTE WITH SULFURIC ACID (VOL.) 1 .42* GAL ELECTROLYTE WITH SULFURIC ACID (VOL.) 34.08 * GAL 10-1 AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. e. ANY ADDITIONAL SIGNS AS REQUIRED BY 'METRO PCS' LYTE WITH SULFURIC ACID (WEIGHT.) 15.58 LB ' 8. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND TAL AGENCIES. I ELECTROLYTE WITH SULFURIC ACID (WEIGHT.) 373.92 LB I COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CFC REGULATIONS. SULFURIC ACID % FROM ELECTROLYTE 0.30 % 9. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL MBER: . SULFURIC ACID ONLY (VOLUME) 1 0.32 * GAL KNOWLEDGE OR EFFORT. -_ SULFURIC ACID ONLY (VOLUME) 0.43* GAL . 10. ADDRESS NUMBERS SHALL BE MINIMUM 6 INCHES HIGH AND PLAINLY VISIBLE FROM ROADWAY BUILDING - SULFURIC ACID ONLY (WEIGHT) 6.54 1 LB I I SULFURIC ACID ONLY (WEIGHT) � 1 56.96 1 LB I IS ADDRESSED ON. MIT. * <50 GAL. THRESHOLD (CFC SEC.608) ROJECTS, SCHEDULE INSPECTION 2 DAYS IN ADVANCE (714) 573-6150 1 14 I'll �,]�� - � I _,� 44(IJ,l_Vj � I 1� -�� �t 44 - F . 7v E I E I I - I I BATTERY TABLE SCALE: 3 SITE DEVELOPMENT NOTES SCA E: 1 N.T.S. N. . . I _� . . , I - Royal Street Communications California, LLC 2913 EL CAMINO REAL,#561 TUSTIN, CA 92782 PROJECT INFORMATION: CROWN COLO 879882 HOMEOWNERS LA3636A 77820 CALIFORNIA DR., PALM DESERT, CA 92211 CURRENT ISSUE DATE: 04/02/10 � 3 le ISSUED FOR: PLAN CHECK REV.: -DATE: DESCRIPTION: BY: DELETE 'RSC' NEW GATE. TO SHARE April 29, 2W 0 04/02/10 (E)ACCESS 'SPRINT' GATE EIRH JGD 'CROWN CASTLE' & CITY ARCHITECTURAL REVIEW COMMISSION ACTION 0 03/15/10 OT '1LEASE AREA 17x12 JGD CAS NO: MISC ��,��� 0 03/10/10 REV. ELECTRICAL SHT JGD PER CM COMMENT. 0 02/16/10 REV. LEASE AREA BS APPLICANT (AND ADDRESS): ROYAL STREET COMMUNICATIONS, 350 PER APPROVED ZD Commerce, Smite 200, Irvine, CA 92602 0 10/20/09 LANDSCAPING CITY BS COMMENTS NATURE OF PROJECTIAPPROVAL SOUGHT: Approval to Co-locate six panel 0 09/22/09 OMMENTSNG CITY JGD antennas to existing monopalm. 0 04/09/09 (E) POLE HT. REV. TO JGD 65 -7 PER RSC LEGAL LOCATION: 77-820 California Drive 0 03/23/09 REV. 100% PER DRM JGD 03-23-09. ZONE R-1 9:000 0 03/19/09 CO: 'ROYAL STREET' JGD LEASE AREA ROTATED. Upon reviewing the plans and presentations submitted by staff and by the applicant, the PLANS PREPARED BY: Architectural Review Commission granted approval. Date of Action: April 28, 2009 Vote: Motion carried 4-0-0-2, with Commissioners Touschner and Lewin � PACIFIC absent [32 HITECTURE I ENG INEEMG I CONSULTING Ana appeal of the above action may be made In writing to the CI Clerk of the C of ECUTIVE PARK, SUITE X: 9--47 CA 92614 l�l� � � ° TEL 94s-475-100o FAX:94�475-1001 Palm Desert within fifteen 15) days of the date of the decision. Any amendments to this approved plan would need to be re-submitted to Commission for approval.) CONSULTANT: STAFF COMMENTS: It is your responsibility to submit the plans approved by the Architectural review Commission to the Department of Building and Safety i DRAWN BY: CHK.: APV.: JGD BOK DKD LICENSURE: D AR K CBM15 * 1 EXP. 1 1/1 1 �Q 9 � TF0 Cpl\F� SHEET TITLE: APPROVAL LETTER SHEET NUMBER: APPROVAL LETTER 1 \ Royal Street Communications, LL C TITLE REPORT \ � STEWART TITLE OF CALIFORNIA, INC 2913 EL CAMINO REAL, #561 COUNTRY CLUB DR 2010 MAIN STREET, SUITE 250 IRVINE, CA 92614 \ \ TUSTIN, CA 92782 10 (949) 476-0777 PHONE (714) 242-9885 FAX \ \ PHONE: (714) 730-3100 o ORDER NUMBER 92001 \ DATED MARCH 5, 2009 PROJECT INFORMATION: Cn LEGAL DESCRIPTION Cn \ \ \ CROWN COLO 879882 < THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF PALM DESERT, AND DESCRIBED AS FOLLOWS: \ LA3636A 42ND AVE / 1 LOT 27 OF TRACT N0. 2137, IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF MAGNETIC 77820 CALIFORNIA DRIVE SITE CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 41 PAGES 29 TO 36 BOTH INCLUSIVE OF MAPS, \ / / \ DECLINATION PALM DESERT, CA9221 1 RECORDS OF SAID COUNTY. / 1 , _ - CALIFORNIA DR / 12° 18' RIVERSIDE COUNTY EASEMENTS PER TITLE REPORT , CURRENT ISSUE DATE. 5 AN EASEMENT TO CALIFORNIA ELECTRIC POWER COMPANY FOR AERIAL AND/OR UNDERGROUND 0 � / 1 �/ O g OELECTRIC OR COMMUNICATION STRUCTURES AS SET FORTH IN A DOCUMENT RECORDED MARCH 3, 1961 I I AS INSTRUMENT NO. 18724 OF OFFICIAL RECORDS FRED WARNING DR 44TH AVE I ISSUED FOR: 6 AN EASEMENT TO COACHELLA VALLEY TELEPHONE COMPANY FOR PUBLIC UTILITIES AS SET FORTH — OIN A DOCUMENT RECORDED JUNE 28, 1961 AS INSTRUMENT NO. 55453 OF OFFICIAL RECORDS ESIGN Vicinity Map - N.T.S. 9 AN SYSTEMSMAND COMMUNICATION SYSTEMS AS ENT TO SOUTHERN CALIFORNIA ISET FORTH N A DOCUMENTSON COMPANY FOR RRECORDEDOUND CSEPTEMBER 28, 2000 TRICAL SUPPLY D OAS INSTRUMENT NO. 381327 OF OFFICIAL RECORDS **THE LEGAL DESCRIPTION FOR THIS EASEMENT CONTAINS A CLEAR "TYPO", THE EASEMENT AS PLOTTED FITS THE EXISTING FACILITIES ** I 40 0 20 40 REV.:=DATE: DESCRIPTION: BY:= ASSESSORS PARCEL NUMBER co� FEET 637-062-010 I 11T - LV I /v IRA . IVV. Llv/� GEOGRAPHIC COORDINATES 1h TRn I AI/1 - , VI.B. YI /�..-v�J Ir,P9f IYV. Iv/ O LATITUDE: 33' 44' 28.05" LONGITUDE: 116" 18' 28.46" ivi.�. r1 i I o n o DATE OF SURVEY N89°49'56"W- 4O' _ ! - -200.00' z DECEMBER 22, 2008 I w 6 � 5 l o BASIS OF BEARINGS �// 10' �'I o THE CALIFORNIA COORDINATE SYSTEM (NAD83) EPOCH 2O07.0 z / PUBLIC UITLITY EASEMENT —J 5 6 PER MB 41/29-36 TITLE REPORT BENCH MARK / 1 3/13/09 FINALIZED XS SOPAC/CSRC STATION COTD (NAVD88) I FIRST 0 01-06-09 SUBMITTAL MS PLANS PREPARED BY: \ LOT V I /�v I i I RA_l A111 ' "17 r \ IVI.�.. Y 1 / Lv-vim CONSULTANT: \ Y I Geomatics Transportation Services, Inc 1655 E 6th Street, Suite A-4A Corona, CA 92879 \ P 2g I I _ _ J \ Phone (951) 279-1918 \ �M0 4NI / I I q _ _ Fax (951) 279-1881 _�b / \ g-t-sinc.net i® JOB N0. 30850174 a, DRAWN BY: CHK.: APV.: V�NU\2�P8'35„ 5' ® I_ - - o�q'j ®�' �,rT�354 77' MS XS o 5 6 �o lZ�' ST�T o (I o — — _ �Aj LICENSER: _ T I I I O / L_ L8 V 1 I R/1v I I Y�/. L 1�,/ QQ M MT� �T �J° IVL[t.. Y IN 20-v. .�/ O I r� L RAC VT 2/ I I Lzj P TRACT 1/� `'I z I9 I10 1 v/ 11 P A 1 -7r- II IVI.�i. 'h I //0V / N89°31'46"W 330.01' ® / SHEET TITLE: _ - - - - - N89°31'46"W 1261.28' i / t SITE - - - - SURVEY SHEET NUMBER: LS1I SHEET 1 OF 2 SHEETS Royal Street / Communications, LL C LEGEND �/ / 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 I QW WATER VAULT TW TOP OF WALL / PHONE: 714 730-3100 0-1 HOSE BIB TC TOP OF CURB Y FIRE HYDRANT FL FLOW LINE I � FIRE DEPT CONNECTION GB GRADE BREAK GAS METER TOS TOP OF SLOPE / PROJECT INFORMATION: 'J © GAS VAULT TOE TOE OF SLOPE CROWN COLO 879882 ® GRATE� GAS VALVE EP EDGE OF PAVEMENT / / FS FINISHED SURFACE e WATER VALVE / LA3636A FF FINISHED FLOOR / RD ROOF DECK / TE WATER METER TE TRASH ENCLOSURE TP TOP OF PARAPET (NAD83) GEOGRAPHIC COORDINATES / 77820 CALIFORNIA DRIVE TG TOP OF GRATE .}----GUY WIRE LATITUDE: 33° 44' 28.05" LONGITUDE: 116" 18' 28.46" / PALM DESERT, CA9221 1 �--�o-WROUGHT IRON FENCE CENTER LINE CONCRETE MAGNETIC / RIVERSIDE COUNTY / \ �--x-x-CHAIN LINK FENCE -PINE TREE - DECLINATION CURRENT ISSUE DATE: °---°�WOOD FENCE 12° 18' STORM DRAIN MANHOLE � TREE \ CD TELEPHONE MANHOLE PALM TREE= OS SEWER MANHOLE � BUSH\ © SEWER CLEANOUT ---PROPERTY LINE O 3 / 1 ,3/ O ^ 9 MH UNKNOWN MANHOLE ® ROOF DRAIN \ ® SURVEY MONUMENT O ROOF VENT UTILITY/POWER POLE ® SKY LIGHT ' ❑E ELECTRIC VAULT HVAC HVAC EQUIPMENT ISSUED FOR / �METAL �-0 STREET LIGHT ® ROOF EXHAUST / \ TRAFFIC SIGNAL SATELLITE DISH / Posr ' DESIGN / / (171.2)TO 6ATE "�+F TV ANTENNA �V POWER OUTLET (13J.7) \ _?T_ SIGN Q7D CELLULAR ARRAY / MPS Q-,-,FLAG POLE FAN �' ' / MP, REV.:=DATE: DESCRIPTION: BY:= BLOCK WALL TR ELECTRICAL_ 6, HANDICAP TRANSFORMER \ ® CAR STOP N SIGNAL PULLBOX 20 10 20 / cplF \ 0 COMMUNICATIONS PULLBOX El CABLE TV PULLBOX 1 \ ■ UNKNOWN PULLBOX e TELEPHONE= PULLBOX / /� (163.2)TOP FEET SAS (139.72) r UND 1 0 20)FS MONOPALMw 139.3) FS ° >1LTY( SEE DETAIL \ / lz� (1 9 92)F (206.2)TOP I /1T _7 ,� V) " TEL. CAB/NET EXISTING CROWNCASTLE (206.7) TOP 46.8) CELL SITE RV03XCOSO T L) A / T I\ I/1 'I -7 (71 40.0) (139.24� � CANOPY 1 1 N\J. ^� I�i / / / (174.d)TOP �1 1 - J (202.6) A A A � / \ IVI . C;. `1- I / L -�i v / / (139. ) 1 CANOPY TELCO� l.s (163.8)TOP \ / RISER (140.18 FS I I (13g 43�F N 00 BASKETBALL \ , / HOOP I I 1 3/13/09 TITLE REPORT XS \ / / FINALIZED (165.66)TOP )TOP GRASS SUBMITTAL RST I / ( 95.2 0 01-06-09 MS / GRASS I PLANS PREPARED BY: MONOPALM DETAIL / (158.5)TOP - - BASKETBALL / -- - - -- - COURT I (191.1)TOP (139�1�FS N.T.S. CONCRETE - / r L - \ / CONCR TI CANOPY_ 3 S AN ppY', J CONSULTANT: 2� Q� / I VOLLEYBALLCOURT \FN� I 0 / (167.1)TOP I SAND I I (140.83)FS M � Geomatics Transportation Services, Inc GRASS I I I I GAjE 1655E 6th Street, Suite A-4A / I Y cA I I ® I I GATE Corona, CA 92879 I I ® 40.85)F ( 39.36)FL Phone (951) 279-1918 Fax (951) 279-1881 o O ELECTRICAL 40 t sinc.net � I i (14� � I g- - VAUL T 39.28)FL POWER POLE #333118 I I L (141.33)FS ( JOB NO. 30850174 (178.8)TOP RESTROOM I (141.08)FS I (145.2) I (156.9) (139.14)TG N D RAW N BY: C H K.: APV.: q°1� (142.97)FS (141.67)FS BLDG. TOP CONCRETE I I I AC MS XS CONCRETE (140.89)FS (139.70)FS LICENSE R I I I (159.2)TOP IL II (141.28)FS I I T ^ll L_\J I ��� I GRASS :4: _ i MP MP L� I /1T -7IVI MP L_\_/ I / _i I I / ' - - - - - - - � 7I I I (140.04)FST TV" 1 I V (141.18)FS CANOPY A � / 1) 0 Ii AC CANOPY i I V . BACKFLOW/ (139.64)FS VA I I (140.23)FS (139.67)FL I I I (177.6)TOP e� SHEET TITLE: I I I I L I1 (141.89)FS g��� (141.1 / �\� � (137.68)FL P ... M - - - - - - MP MP� - - - - - - - - - - MP I (168.1)TOP O (168.0)TOP OP (160.2)TOP I I (140. 5)FS 140.8) / / I (141. 6)FS (141.32 S �T�y 6�! eW , SITE - � FS (138.45)FL (185.2)TOP POIfER POLE I GATE - __ (146.1) F09 40 BACKFLOW -- -- ---- SURVEY 145.1) BW VAL VE ®® (180.. )TOP POWER POLE TOP 4) 140.65)BW (139.20)FL (140.87)BW (193.9)TOP / (145.25)FL 140.35 FL (140.05)FL / SHEET NUMBER M (140.42)FL ( ) - _ - CALIFORNIA DRIVE / SHEET 2 OF 2 SHEETS Royal Street Communications ZONE: RESIDENTIAL � ' ��eR+v , e California, LLC FhY' 2913 EL CAMINO REAL,#561 TUSTIN, CA 92782 811 PROJECT INFORMATION: j Call 2 Full Working Days in Advance ' CROWN COLO 879882 _ HOMEOWNERS o N i^ LO LA3636A Q 0 PROPERTY LINE — w __ __ __ __ _ __ _ __ 77820 CALIFORNIA DR., — S — — — — PALM DESERT, CA 92211 _ Q CURRENT ISSUE DATE: Q ow EASEMENT PER TITLE I w / REPORT —SEE SHEET i 04/02/1 0 LS1 . ISSUED FOR: PLAN CHECK PROPOSED 'LOYAL STREET 4� / REV.: -DATE: DESCRIPTION: BY: 'I7'-O"X'I2'-O" TELECOM j% / DELETE 'RSC' NEW GATE. FACILITY INSIDE CMU 0 04 02 10 ACCESS TO SHARE WITH JGD \ ENCLOSURE; SEE 1/A2 SHEET // / / 'C SPRINT GATE PER � ,��� r. •�� � 'CROWN CASTLE' & CITY FOR PARTIAL SITE PLAN / / j���„{ �, ; 0 03/15/10 RSC LEASE AREA 17x12 JGD NOT 19x12 _ REV. ELECTRICAL SHT � _ - -"—"-- 0 03/10/10 JGD PER CM COMMENT. REV. LEASE AREA 0 02/16/10 PER APPROVED ZD BS 6• j ' - �q\ ry 1 io - 0 10/20/09 BS LANDSCAPING CITY COMMENTS ' / i I P r/\) LANDSCAPING CITY / - - _ .-- ; L J / 0 09/22/09 JGD � 1 # COMMENTS _ 1 (E) POLE HT. REV. TO T- \ °I j - �- - r - s)- i 0 04/09/09 JGD � 65'-7" PER RSC LEGAL SC / REV. 100% PER DRM $ R �) �� _ C, r) S 0 03/23/09 03 23 09. JGD EASEMENT ,,I �, I ' ������� � 1/2J- ) , I I 1 CO: ROYAL STREET JGD RoP9 / / /y PER TITLE I ( 0 03/ 9/09 LEASE AREA ROTATED. I REPORT —SEE :- / / p A : 6 i"1 OPTION #1 INTERCEPT (E) FEED SHEET LS1 . WITH 17x30 HH P.O.C. 30' TO I,J PLANS PREPARED BY: EASEMENT PER TITLE � I I` I = / - I LEASE AREA. MUST BE USA D. P'�,�� ,yti'�, REPORT —SEE SHEET - �� PRSO.P-OSED RbYA ��TREET' , 1, PATH ACCESS TO LEASE AREA. I# II! 1 (120/240V, 1 PH, 3W) Av s 5 6 4 , PACIFIC ' 'T. O� ° f \ \ 000, ARCHITECTURE ENGINEERING CONSULTINQ / BASKETBALLI i 1 _ �j7 32 TEL:949-47�1000U�FAX 949-4IRM75-1001 CA 2614 ZONE. RESIDENTIAL I Y \ — — CONSULTANT: 1/il EL 7 1 --- E2EC7NlCAL P. - 4/LT WEB Pac i Pe - ^� Y , { 1 / / — — — — — — — — -- � 333„B NEW TELCO 17x30 HH ��\ __. _..._ _. J r ----- \ IA_ --1 I� PROPOSED 'RO ET' 'ROYAL STREET �I \ E RESTROOM 12'-0" WIDE NON—EXCLUSIVE J f J I ( E GRASS --0 O - ���_� I EASEMENT ACCESS �` /� ----- -- I _ _r I i. i fR l\ J J C)-, 21"3171 NEW TELCOI - -5 0 ��� i �I I II � N1, - �'1 � ) AV DRAWN BY: CH K.: APV.: J� 1 J 17x30 HH , J I O / ' EASEMENT PER TITLE CANOPY CANOPY �I�C, (E) PARKING LOT 'AVKELo - / / JGD BOK DKD REPORT —SEE SHEET177 LICENSURE: 1 �' / i LS1 . �P �° I j I ;� - ZONE. RESIDENTIAL oi PROPERTY LINE T T- T T -�- --T- ll T T T --T -r-- -- - --- - - �s�o ARc 1 (E) UTILITY POLE #333140; 3 ,40VAZ If : - - -_ ._ � �i -- --- - ---- — -- • D TELCO P.O.C. VE ZO AERIAL SPLICE 200 Pr T15480. Q 2'_0" / / c- 5 <= CALIFORNIA DRIVE EXP. 11 11 Q — — — — — — — — — — ----- — -- 4 (E) MAIN / / �F or CA E POWER POLE 334598• ENTRANCE/EXIT i POWER P.O.C. OPTION #2 (120/24OV, 1 PH, 3W 25KV RUN PVC 1 -3" UG DUCT _ _ SFC�O SHEET TITLE: - - - - - - - - - - - - - - - — 26�" �LEAS E-AR€A Z\ '1,1�` q�o �q2/ o I �d � ��'F� Marti SITE PLAN RESIDENTIALI \� ZONE. y G�O�GP��P o SHEET NUMBER: lIN v 7 i C i SITE PLAN SALE: NORTH 1••=30• 0 1 o• 20• ao' - CONSTRUCTION NOTE: _ Royal Street 2'-8" 13'-0" *ANY EXSITING CONCRETE WORK, OR RAISED PAD SITE AMENITIES DAMAGED' OR REMOVED —0 f66'SORHIGHNMO MONOPALM; AS A RESULT OF ANY PROPOSED WORK, 30 FACILITY( ' Communications 3'-0" 4 -0 SHALL BE PATCH REPAIRED COLOR OR CROWN CASTE ROYAL STREET COLO (E� ANTENNAS AT 54'-2" RAD • ACCESS OPENING 'ROYAL STREET' 4'WIDE RELOCATE© TO ORIGINAL OR EXCEED (E) CROWN CASTLE CENTER. -SEE 'ANTENNA California, LLC OPENING CUT ON E 1 PRE—EXISTING CONDITION, 1 „ , O A4 f7 —0 HIGH CMU LAYOUT PLANT'. 2913ELCAMINOREAL #561 'CROWN CASTLE' CMU WALL D2 / / WALL ENCLOSURE. TUSTIN, CA92782 TO CUT—SAW 24x24' / g OPENING ON (E) / PROJECT INFORMATION: i ' 2 CMU WALL FOR COAX CABLE RUN I $ �, CROWN N C O LO 879882 - - - - - - - - HOMEOWNERS _ LA3636A - -- - - - A 77820 AAA' D i 2-2 POWER AND v—� — P�A—A (i! PALM DESERT, CAA9221 1 ' I TELCO STUB—UP z CONDUIT (CM'S OPTION) ' , I o ;� (E) 'SPRINT—NEXTEL' I _ CURRENT ISSUE DATE: GATE TO BE UTILIZED D - m D1 v �/3-.-1/3 1/3 BY ROYAL STREET � --� � ._ - -__ - n O O 1 O I , FOR ACCESS. _ � � _ = _ r 4 2 t _ - - - - 'SPRINT-NEXTEL' - �� F - -- Q E 'SPRINT-NEXTEL' ' 1 s 11 III 3 III 1 �__ Q' ( T LECOP FACILI `_. ,�,;�• ISSUED FOR: m METER/MAIN.LLJ III - - - -- f N ' II II III II I I (E) SPRINT-NEXTE PPC PLAN CHECK I I q I I III �I I 2 I co w' 0 , II ---- I $ -- - I I w - r U - ------ - - ~I I I - -- - REV.: -DATE: DESCRIPTION: BY: W N wl II I I I I / I ill If I rn 3 / N DELETE 'RSC' NEW GATE. ACCESS TO SHARE WITH „ �I Ii I � � + �_-�- 1 G -! � 0 04/02/10 'SPRINT' JGD 3 -0 II I / / �_ (E) SPRINT GATE PER > I �- I I __L n+ 1 $I _ CROWN CASTLE & CITY CLR o Q I ' i 11 1111 �+ +---- + n 0 03/15/10 'RSC' LEASE AREA 17x12 JGD m 1-1- NOT 1902 12 21 W I I I I i 1 * -- I /l i/ W 0 03/10/10 REV. ELECTRICAL SHT JGD ' / I 2II PER CM COMMENT. 1$ 18 --� b / tJl / W W I A3 ' i �1- 0 02/16/10 REV. LEASE AREA BS q PER APPROVED ZD m - 7 O O E/T-E/T-E/T- E/T-E/T /TJ II 7 I (E) LIVE PAL �E�T �� 0 10/20/Og LANDSCAPING CITY. BS ---= ' TO REMAIN. I i COMMENTS ////7Z71110 w I �- 0 09/22/09 LANDSCAPING CITY JGD 11Z �' COMMENTS / I I _-_ V�/ 1 20 0 04/09/09 (E) POLE HT. REV. TO JGD POWER AND TELCO I �. 65 -7 PER RSC LEGAL RUN WALL MOUNT I ��_- y` v7 REV. 100% PER DRM 10 OR UNDERGROUND _ — I ✓ - 0 03/23/09 03-23-09. JGD 16 D1 � �� (CM'S OPTION) I — — _—T�'T W �/� �' CO: 'ROYAL STREET' TAT I �� - 0 03/19/09 LEASE AREA ROTATED. JGD , _ I -- 1 1 7'-0" - — - _ —T—T ` T T - I _ fH_I! 17, _p,f A � PLANS PREPARED BY: - T�- - ROYAL STREET LEASE AREA —T T—t - I REST LEASE ARE 1 1 T T T T T T__ R0,( I I W i A3 4 i PACIFIC SCALE: I EQUIPMENT LAYOUT P L�A N oRry 1/2-=1'-0" 0 1• 2' 2 I I W . .. f8 —0 ROYAL STREET 17 -0 x12 -0 I (E) WROUGHT 4I I I `, ARCHRECTURE I ENGINEERING I CONSULTING IRON FENCE EASEMENT PER j I TELECOM FACILITY INSIDE- 32 EXECUTIVE PARK, SUITE 110, IRVINE, CA 92614 NOTE: li TITLE REPORT I I CMU ENCLOSURE; SEA TEL:949-475-1000 FAX 949-475-1001 i = 1 . (E) MONOPALM FOLIAGE —SEE SHEET LS1 . 'EQUIPMENT LAYOUT PLAN' AND (E) ANTENNAS NOT 16 CONSULTANT: — SHOWN FOR CLARITY. QIo 2. 'ROYAL STREET' ANTENNAS w o TO BE PAINTED TO MATCH (E) _ - = COLOR OF MONOPALM. w J oIv EQUIPMENT AND ANTENNA KEYNOTES: 'ROYAL STREET' SECTOR '3', 240• AZIMUTH, 1 2 1 1 4 12 (1 ) ANTENNA PER SECTOR, TO BE FLUSH D1 D1 �0 ROYAL STREET PRIMARY MODCELL CABINET V4.OB MOUNTED ON CONCRETE PAD— WEIGHT: 1538 LBS D1 D2 MOUNTED ON (E) MONOPALM. ' 'ROYAL STREET' 'EZBFo' BATTERY CABINET MOUNTED �3 FUTURE ROYAL STREET SECTOR 4 , TBD M O — 1 1 4 AZIMUTH, (1 ) ANTENNA PER SECTOR, TO BE D1 D1 DRAWN BY: CHK.: APV.: zo- CiT,y ON CONCRETE PAD WEIGHT: 2,432 LBS D 1 D2 FLUSH MOUNTED ON E MONOPALM. 10 S�G� ��� FUTURE 'ROYAL STREET' GROWTH MODCELL O JGD BOK DKD _ / O CABINET V4.0B MOUNTED ON CONCRETE PAD 11 4 FUTURE 'ROYAL STREET' SECTOR '5', TBD 1 2 14 AZIMUTH, 2 ANTENNA PER SECTOR, TO BE D1 D1 LICENSURE: C — WEIGHT: 1285 LBS 1538 LBS MAX D 1 D2 ( ) 15 13 (E) 'SPRINT—NEXTEL' f66'-0"HIGH ( ) FLUSH MOUNTED ON (E) MONOPALM. MONOPALM; FUTURE 'ROYAL STREET' 'EZBFo' BATTERY CABINET D1 D2 FUTURE ROYAL STREET SECTOR 6 , TBD 'ROYAL STREET' COLD O > MOUNTED ON CONCRETE PAD WEIGHT: 2,432 LBS AZIMUTH, 1 ANTENNA PER SECTOR, TO BE 1 2 o aR � ANTENNAS CHAIN—MOUNT AT 54 —2 � � 15 O D1 D1 \��,ok. goy RAID CENTER. O ROYAL STREET—POWER PROTECTION CABINET WITH g FLUSH MOUNTED ON (E) MONOPALM. 14 U 12 BUILT—IN EGR WEIGHT: 200 LBS; MOUNTED ON p 1 13 _ O 'ROYAL STREET' POWER TRENCH, FIELD �'5 C CMU WALL. 1 s ROUTED. APPROX. L=260' D 1 sT EXP.111/11 �. 14 S O 'ROYAL STREET' TELCO CABINET — WEIGHT: 200 LBS; D1 17 'ROYAL STREET' TELCO TRENCH, FIELD 13 of CA��F°� MOUNTED ON CMU WALL. O ROUTED. APPROX. L=450' D1 � \R 8 ROYAL STREET 2ND TELCO CABINET (NIU) MOUNTED 6 • P�'1 rem' 720. O ON CMU WALL. D1 18 ROYAL STREET SERVICE FLOOD q\ �q O LIGHTS, 3 TOTAL. p 1 SHEET TITLE: Th, $ 'ROYAL STREET' GPS ANTENNA MOUNTED ON CLEAR 9 O TOP OF CMU WALL. D1 19 'ROYAL STREET' 7'-0"HIGH CMU WALL TO 2 O o \� D2 O� GP m O MATCH (E) CMU ENCLOSURE ENLARGED SITE PLAN O 'ROYAL STREET' 3'-0"HIGH METAL SHROUD AT BOTTOMco 5 �'_ OF (E) MONOPALM. (COAX ENTRYPORT). D1 20 'ROYAL STREET' SHRUBS, 6 TOTAL. —SEE EQUIPMENT AND ANTENNA 1 LANDSCAPE DWG'S. I m ROYAL STREET SECTOR 1 , 0 AZIMUTH, (1 ) 2 1 LAYOUT PLANS = 0 10 ANTENNA PER SECTOR, TO BE FLUSH MOUNTED D1 D1 21 ROYAL STREET CONCRETE PAD. D2 M N ON (E) MONOPALM. 22 'ROYAL STREE' COAX 4 SHEET NUMBER: O CABLE VERTICAL LADDER D2 'ROYAL STREET' SECTOR '2', 120' AZIMUTH, (1) 1 2 _ 11 ANTENNA PER SECTOR, TO BE FLUSH MOUNTED D1 D1 23 'ROYAL STREET' METER/MAIN, 120/24OV, 3W, 1 P, 200A, ON (E) MONOPALM. O 4 CLIPS, TO BE MOUNTED ON (E) CMU. (FINAL 4 LOCATION TO DETERMINED BY SERVICE PROVIDER) D1 ANTENNA LAYOUT PLAN NORTH 1 2c=1'-0" 0 1. 2� 3 ENLARGED PARTIAL SITE PLAN NORTH 1/4CA1'-0" 0 2' �4' NOTE: Royal Street NEW 'ROYAL STREET' ANTENNA & BRACKETS TO BE PAINTED TO MATCH Communications COLOR OF (E) TRUNK. T.O. (E) CROWN CASTLE POLE T.O. (E) SPRINT-NEXTEL ANTENNAS California, LLC 2913 EL CAMINO REAL,#561 TUSTIN, CA 92782 (E) 'SPRINT-NEXTEL' ANTENNA RAD NEW 'ROYAL STREET' 6 SECTORS o ANTENNA, 1 ANTENNA PER SECTOR TO PROJECT INFORMATION: BE CHAIN MOUNTED ON (E) MONOPALM. PAINTED TO MATCH (E) TRUNK T.O. 'ROYAL STREET' ANTENNAS CROWN COLO 879882 'ROYAL STREET' ANTENNA RAID. _ _ _ _ _ _ HOMEOWNERS LA3636A NEW 'ROYAL STREET' (1 ) 6X10 TOP eo (E) 'SPRINT-NEXTEL' ±66'-0"HIGH COAX CABLE PORT TO BE PROVIDED MONOPALM; NEW 'ROYAL STREET' COLO 77820 CALIFORNIA DR., BY 'CROWN CASTLE' ANTENNAS CHAIN-MOUNT AT 56'-2" PALM DESERT, CA 92211 RAD CENTER. CURRENT ISSUE DATE: 04/02/10 T.O. (E) LIVE PALM TREE o ISSUED FOR: Ln Q -H _ ;_ -H PLAN CHECK N _ co NEW ROYAL STREET TELECOM FACILITY WITH TWO (2) EQUIPMENT CABINETS ANDco Ln TWO (2) FUTURE CABINETS INSIDE NEW -DATE: DESCRIPTION: BY: `n NEW 'ROYAL STREET' 7'-0"HIGH CMU CMU ENCLOSURE. DELETE 'RSC' NEW GATE. ENCLOSURE. COLOR AND TYPE OF CMU 0 04/02/10 ACCESS TO SHARE WITH JGD ER TO MATCH (E). (CROWNRCASTLET &PCI1Y O I NEW 'ROYAL STREET' GPS 0 03/15/10 'RSC' LEASE AREA 17x12 JGD NOT 19x12 ANTENNA MOUNTED ON COAX REV. ELECTRICAL SHT (E) 'SPRINT' CABLE TRAY. 0 03/10/10 PER CM COMMENT. JGD FACILITY 0 02/16/10 REV. LEASE AREA BS PER APPROVED ZD T.O. 'ROYAL STREET' CMU ENCLOSURE LANDSCAPING CITY T.O. (E) WROUGHT IRON FENCE �. = 0 10/20/09 COMMENTS BS 0 T - - T.4 NEW 'ROYAL STREET' SHRUBS, o 0 09/22/09 LANDSCAPING CITY JGD _ COMMENTS 6 TOTAL. (E) NAT. GRADE T 0 04/09/09 (E) POLE HT. REV. TO JGD - _ 65 -7 PER RSC LEGAL (E) 'CROWN REV. 100% PER DRM CASTLE" NEW 'RSC' 0 03/23/09 03-23-09. JGD 0 03/19/09 CO. 'ROYAL STREET' JGD SCALE: 1 PREPARED BY: LEASE AREA ROTATED. � PLANS SOUTH ELEVATION 118 . -0., 0 4 s PACIFIC ARCHITECTURE I ENGNEERING I CONSULTING 32 EXECUTIVE PARK, SUITE 110, IRME, CA 926M T.O. (E) 'SPRINT-NEXTEL' ANTENNAS T.O. E 'CROWN CASTLE' POLE TEL:949-475-1000 FAX:949-475-1001 (E) 'SPRINT-NEXTEL' ANTENNA RAID CONSULTANT: 0 I T.O. 'ROYAL STREET' ANTENNAS 0 'ROYAL STREET' ANTENNA RAD. NEW 'ROYAL STREET' 6 SECTORS ANTENNA, 1 ANTENNA PER SECTOR TO (E) 'SPRINT ±66'-0"HIGH BE CHAIN MOUNTED ON (E) MONOPALM. MONOPALM; NEW 'ROYAL STREET' COLO PAINTED TO MATCH (E) TRUNK ANTENNAS CHAIN-MOUNT AT 56'-2" DRAWN BY: CHK.: APV.: RAD CENTER. JGD BOK DKD NEW 'ROYAL STREET' (1 ) 6X10 TOP COAX CABLE PORT TO BE PROVIDED LICENSURE: o BY 'CROWN CASTLE' T.O. (E) LIVE PALM TREE I r N I co I �S ARC 00 I + O N NEW ROYAL STREET GPS ANTENNA � * c_I MOUNTED ON COAX CABLE TRAY. Ln EXP. 11/11 F Foy NEW 'ROYAL STREET' METER/MAIN, 120/24OV, 3W, °F ca�� 1 P, 200A, 4 CLIPS, TO BE MOUNTED ON (E) CMU NEW 'ROYAL STREET' TELECOM FACILITY o WALL INSIDE CMU ENCLOSURE. WITH TWO (2) EQUIPMENT CABINETS AND TWO (2) FUTURE CABINETS INSIDE NEW L SHEET TITLE: (E) 7'HIGH CMU ENCLOSURE. CMU ENCLOSURE. 'CROWN CASTLE' COMPOUND. NEW 'ROYAL STREET' SHRUBS, 6 TOTAL. T.O. (E) CROWN CASTLE FACILITY ELEVATIONS 0 (E) NAT. GRADE T1� _ SHEET NUMBER: 0 (E) 'CROWN CASTLE" NEW 'RSC' WEST ELEVATION SCALE: 2 1/8"=1'-0" 0 4' 8- i NOTE: Royal Street NEW 'ROYAL STREET' ANTENNA Communications BRACKETS TO BE PAINTED TO MATCH COLOR OF (E) TRUNK. California, LL C T.O. (E) 'SPRINT-NEXTEL' ANTENNAS T.O. (E) CROWN CASTLE' POLE 2913 EL CAMINO REAL,#561 TUSTIN, CA 92782 (E) 'SPRINT-NEXTEL' ANTENNA RAID PROJECT INFORMATION: O I T.O. 'ROYAL STREET' ANTENNAS 0CROWN COLO 879882 ROYAL STREET' ANTENNA RAID. _ HOMEOWNERS NEW 'ROYAL STREET' 6 SECTORS LA3636A ANTENNA, 1 ANTENNA PER SECTOR TO BE 77820 CALIFORNIA DR., CHAIN MOUNTED ON (E) MONOPALM. (E) 'SPRINT-NEXTEL' ±66'-0"HIGH PALM DESERT, CA 92211 PAINTED TO MATCH (E) TRUNK MONOPALM; NEW 'ROYAL STREET' COLO ANTENNAS CHAIN-MOUNT AT 56'-2" CURRENT ISSUE DATE: RAID CENTER. NEW 'ROYAL STREET' (1 ) 6X10 TOP COAX CABLE PORT TO BE PROVIDED 04/02/10 BY 'CROWN CASTLE' T.O. (E) LIVE PALM TREE - ISSUED FOR: o _ i� I N I � LO I , , PLAN CHECK 0o II _ co co _DATE: DESCRIPTION: BY: Ln DELETE 'RSC' NEW GATE. j0 04/02/10 OC SPR NT' GATE PEESS TO SHARE IRH JGD o 'CROWN CASTLE' & CITY I NEW 'ROYAL STREET' GPS Ln 0 03/15/10 RSC' LEASE AREA 17x12 JGD ANTENNA MOUNTED ON COAX NOT 1sx12 (E) /'HIGH CMU ENCLOSURE. 0 03/10/10 REV. ELECTRICAL SHT JGD CABLE TRAY. (BEYOND) PER CM COMMENT. CROWN CASTLE COMPOUND. / / REV. LEASE AREA 0 02 16 10 PER APPROVED ZD BS T.O. (E) WROUGHT IRON FENCE T.O. (E) CMU WALL o 10/20/09 LANDSCAPING CITY Bs COMMENTS 1 1T` _ 0 09 22 09 LANDSCAPING CITY JGD O ,,iiili !�!ti' III T, - -- O yT IT ` . COMMENTS (E) NAT. GRADE 0 04/09/09 (E) POLE HT. REV. TO JGD -_ 65 —7 PER RSC LEGAL (E) 'CROWN CASTLE' 0 03/23/09 REV. 100% PER DRM JGD 03-23-09. CO: 'ROYAL STREET' 0 03/19/09 LEASE AREA ROTATED. JGD NORTH ELEVATION SCALE:„ 1 PLANS PREPARED BY: 1/8 -1 -0 0 4 8 PACIFIC ARCHITECTURE I ENGINE I CONSULTING 32 EXECUTIVE PARK, SUITE W, FWE, CA 926U T.O. (E) 'CROWN CASTLE' POLE T.O. (E) 'SPRINT-NEXTEL' ANTENNAS TEL:949-475-1000 FAX:94s'47s-1M (E) 'SPRINT-NEXTEL' ANTENNA RAD CONSULTANT: NEW 'ROYAL STREET' 6 SECTORS ANTENNA, 1 ANTENNA PER SECTOR TO BEk CHAIN MOUNTED ON (E) MONOPALM. O T.O. 'ROYAL STREET' ANTENNAS PAINTED TO MATCH (E) TRUNK. 'ROYAL STREET' ANTENNA RAID. 10 (E) 'SPRINT-NEXTEL' ±66'-0"HIGH NEW 'ROYAL STREET' (1 ) 6X10 TOP MONOPALM; NEW 'ROYAL STREET' COLO COAX CABLE PORT TO BE PROVIDED ANTENNAS CHAIN-MOUNT AT 56'-2" BY 'CROWN CASTLE' RAID CENTER. DRAWN BY: CHK.: APV.: NEW 'ROYAL STREET' TELECOM FACILITY JGD BOK DKD WITH TWO (2) EQUIPMENT CABINETS AND TWO (2) FUTURE CABINETS INSIDE ucENsuRE: LIVE PALM TREE NEW CMU ENCLOSURE. = _ o I N = I in A RC NEW 'ROYAL STREET' GPS +► �' ° cv 00 ANTENNA MOUNTED ON COAX I '' CABLE TRAY. Ln _ Ln EXP. 11 11 Q NEW 'ROYAL STREET' 7'-0"HIGH CMU - NEW 'ROYAL STREET' METER/MAIN, OF CA1�F�� ENCLOSURE. COLOR AND TYPE OF 120/240V, 3W, 1 P, 200A, 4 CLIPS, o CMU TO MATCH (E). TO BE MOUNTED ON (E) CMU WALL. r`nq NEW 'ROYAL STREET' TELCO, N IU, SHEET TITLE: -H PPC WITH EGR AND SERVICE LIGHT - (E) /'HIGH CMU ENCLOSURE. MOUNTED INSIDE CMU WALL. 'CROWN CASTLE' COMPOUND. T.O. 'ROYAL STREET' CMU ENCLOSURE T.O. (E) CMU WALL ELEVATIONS 1 _ o o - - r (E) NAT. GRADE SHEET NUMBER: NEW 'RSC' (E) 'CROWN CASTLE' EAST ELEVATION SCALE: z 1/8"=V-0" 0 4' 8' i HORIZONTAL P1000 DIP HOT GALVANIZED CMU ANCHORAGE: NOTE: Royal Street 2'-3" UNISTRUTS TO BE MOUNTED AS NEEDED TO 1/2"0 HILTI KBIII WITH 3.75" MIN. % OPTIONAL LOCATION ANTENNA MADE BY 'ANDREW' 1 1/2' MOUNT PANEL BOXES. NO SPECIAL EMBEDMENT (ICC ESR 1385; (E) CMU WALL 19-XDM j;; # INSPECTION REQUIRED REFER WITH MANUF. SPECS. ORDAPPROVED D QUAL Communications . L.A.R.R. # 25577) ��'�� DOWNTILT BRACKET N (I.C.C. #ER-5193) (OR APPROVED EQUAL) % METER/MAIN PANEL '% ct.,� - - (EXACT LOCATION FOR METER/MAIN WILL BE 2"0 G.I. POLE FOR Q a° California, C 0 NOTICE 0 1/2 0 HEXBOLT WITH LOCKNUT AND SERVICE LIGHTS WASHER ATTACHED TO P1000 -- FINALIZED BY SERVICE PLANNER) ANTENNA MOUNTING 5 2913ELCAMICA9278 REAL,#5s1 CA 92782 RF Controlled Area Beyond This Point %' - PANEL ANTENNA TusTIN, Radio frequency(RF)ommiSSbns may exceed FCC standard forgeneral THROUGH P1010 CHANNEL NUT peelicexposure.Onlyauthorizedworkersarapem,;�toenter. 1/2"0 HEXBOLT WITH LOCKNUT AND WASHER / For your safety: WITH SPRING (BEYOND), TYP.; ------- -- - � � � w __ ..�% _ 2'Ma tain all minmumdistanceof feet from all antennas.signs. I VERIFY LOCATION WITH PPC MFR. PPC TELCO NIU ATTACHED TO P1000 THROUGH P1010 NUT PROJECT INFORMATION: PANEL TERMINAL 1 (VERIFY BOLTING TEMPLATE W/ MFR) %�� z 3.Do not stop in front of antenna. 1� LO 4.Do not enter areas marked in yellow paint PANEL For further informetcn,pleeseca111�00XXX-XXXX and reference ------ a - -� �/ - < � COAX PORT ����� ��L� ������ Site number METRO PI EMERGENCY GENERATOR o (2) HORIZONTAL P1000 UNISTRUT OPTIONAL LOCATION HOMEOWNERS Building Management Contact: RECEPTACLE I2 1 Din accordance with FCC an Radio Frequency Emmission 47CRF,1.1307(8)0 (.0 ; ; LLi REFER WITH MANUF. SPECS. LA3636A Ln ' � 1/2" HILTI KBIII 3.75" MIN. EMBED. Crl 1. W=80 (I.C.C. #ESR 1385), TYP. m 77820 CALIFORNIA DR., 16 GA. SHEET METAL SIGN I U - / # PALM DESERT, CA 92211 NOTES: ,/ MOUNTED DISTANCE FROM POLE: 3.5 N j NOTE: CURRENT ISSUE DATE: 1. METAL WARNING SIGN WITH BACKED ENAMEL FINISH TO BE MOUNTED AT 1. ANTENNA MOUNTING BRACKET IS PART OF THE ASSEMBLY. IT LOCATIONS SHOWN ON ELEVATIONS AND PAINTED A GREY MATTE FFL IS A PRE-FABRICATED HARDWARE. 2. SIGN SHALL COMPLY WITH ANSI C95.2 COLOR, SYMBOL, FFL i 2. FOR ANTENNA TO CROSS-ARM MOUNTING SEE DETAIL 2/-. 04/02/1 0 AND CONTENT CONVENTIONS D:UTILITY PANEL MOUNTING SCALE: 8 METER/MAIN MOUNTING SCALE: 4 ANTENNA MOUNTING ASSEMBLY SALE: 1!2"= ' 3/4"=1' 112"=1' � ISSUED FOR: WARNING SIGN DETAIL GPS ANTENNA (SUPPLIED BY EQUIPMENT VENDOR) 14 GA. G.I. SHEET METAL CABLE SHROUD. COAXIAL CABLE MINIMUM BEND RADIUS 7 ANTENNA ASSEMBLY PLAN CHECK CONCRETE TRIM TO FIT IN FIELD. SEAL ALL CUTS 1 2 STANDARD 1 -1 4"0 PIPE CABLE SIZE MINIMUM BEND RADIUS IN MONOPOLE -DATE: DESCRIPTION: BY: / BLOCK WALL EDGES WITH TWO COATS OF GALVANY OR 4 OR 6 CONDUIT 1.5" EQUAL, PAINTED TO MATCH MONOPINE. 1 2" 10" DELETE 'RSC' NEW GATE. TYP MOUNTING BRACKET (SUPPLIED BY - 7 8" 18" ACCESS TO SHARE WITH EQUIPMENT VENDOR) 5 1/4"x9 1/�" COAX ENTRY 1 4" 22" 3 4 0 04/02/10 (E) 'SPRINT' GATE PER JGD WATERPROOF BLACK �, _ 1 5 8" 28" 'CROWN CASTLE' & CITY 1 2 0 U-BOLT W NUT & PAINTED LETTERS HEIGHT Authorized• / / o 0 0 " 14 GA. G.I. SHEET METAL (E) MONOPALM 5 6 �-� '� 0 03/15/10 'RSC' LEASE AREA 17x12 JGD PROPORTIONAL AS SHOWN. WASHERS (TYP OF 2) a o o l REMOVABLE COVER. ATTACH TOLL NOT 19x12 Access Only ForEmergenoresorEquipmentrel�ed o 2 1 2"� "HILTI" KWIK BOLT III ANCHORING PAN WITH #6 S.S. SELF-TAPPING TABLE 1 8 0 03/10/1 o REV. ELECTRICAL SHT JGD issNetwork Support Center ( ) / „ SHEET METAL SCREWS OEM PART No. DESMFnON otr. WEK,FIf u3s. PER CM COMMENT. (NSC)(866)428-2964 SYSTEM W/ 3.0 MIN. EMBED. (ICC #ESR j 1 CM01 CHAINMOUNT ANCHOR 2 5.93 REV. LEASE AREA, Site ID#:LA36MA 77 i ' GROUND BAR 2 CN02 CHNNMOUNT SLIDER 10 5.42 0 02/16/10 PER APPROVED ZD BS 1385, L.A.R.R #255 ) , i, 3 CM03 CHAIN LOCK 2 0.27 LNOTES: 4 CM04 1 2' RIGHT HAND THREAD JAW 2 0.55 I I 1 LANDSCAPING CITY „ i l 5 cwL-o4 1 2' GALv LOCK WASHER 2 0.01 1 N 0 10/20/09 COMMENTS BS 1/8 0 MOUNTING HOLE (TYP) a COAX CABLE j�_; i. s GN-o4 1 2•GALV HD( NUT 2 0.04 9 ! LANDSCAPING CITY NOTE: 1 . LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY 7 GG40192 G-40 CHAIN 192' LONG 2 12.00 „ Q 0 09/22/09 COMMENTS JGD SIGNBOARD SHALL BE MOUNTED ON %2 THK, WHITE PLASTIC AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE l E FINISHED 9 UT-XXX PLAIN END PIPE 2-3 8'OD SEE TABLE 6 zz.00 ~ . ,. .. 8 GLIB-4240 1 2'X2-1 2'X4'GALV U-BOLT KIT 12 72.00 i'' i i 'i ENTRANCE GATE TO EQUIPMENT CABINETS SIGNBOARD SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. _..;: ,. ..^,: ;. -., ._ ,,, _,. ., ::. _. ..._, N 0 04/09/09 (E) POLE HT. REV. To JGD 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A TABLE 2 s5 -7 PER RSC LEGAL ��You�������� �� ����,��s������wv�T��u�������:v'�Y -..,y�y �>�;�v�;�.,��,;,�y�a�,..,. - PARE No. �afr tes. �MouNr Gn. awN a�w tENcrH (Fr.) � i ��� � � '�� REV. 100� PER DRM MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL ��. , ; COMPACT EARTH 95% MIN. 0 03/23/09 JGD -. CM-606� 99 N.rs. o G4-0-192 16 03-23-09. 24 HR. CONTACT SIGNBOARD LOCATION OF GPS ANTENNA. CM-606-72 231 MT-651 6 G4-0-192 16 co: 'ROYAL STREET' 3. PROVIDE WATERPROOF SILICON SEALANT AT EACH PENETRATION, AS REQ'D. CM-606-96 275 MT-651-96 6 G4-0-192 ,6 0 03/19/09 LEASE AREA ROTATED. JGD SCALE: SCALE: SCALE: SCALE: PLANS PREPARED BY: SIGNAGE DETAILS 11/2"=1" 12 GPS ANTENNA MOUNTING ,"_,. 9 COAXIAL CABLE TO POLE ENTRY HATCH N.T.S. 5 ANTENNA CHAIN-MOUNTING ASSEMBLY .r_ . 2 3/8 -1 BACKFILL (SAND OR NATIVE SOIL) PAVING TO MATCH THICKNESS, P X 1 ATTACH W 'SLOPE AND GRADE OF EXISTING UNISTRUT 1000 2" C / (2) - HALOGEN LIGHT BY 'HUBBELL', PER ASTM STANDARDS CONDITIONS 3/8"0 EXPANSION ANCHOR (MIN. EMB QUARTZLITER QL SERIES #QL505, PACIFIC DEPTH = 1 5/8") CMU WALL - 300/500 WATTS, WIDE BEAM OR MOUNT TRAY TO UNISTRUT WITH UNDISTURBED SOIL APPROVED EQUAL. 1/2 x 1 -1/2 L GALV. BOLTS, SPRING (E) CMU WALL {r, CONCRETE WALL � NUTS P1010 AND WASHERS ARCHrrECTURE I ENaNEEPoNG I coNSULTWG 32 EXECUTIVE P SUITE 110 IRVI CA 9 614 -_ - - _ - CONDUITS W/ APPROPRIATE = (MIN. 6 THICK) / , TE��94s-475-100o FAX s4s-47s-1oo1 CABLE TRAY 9 MOUNT UNISTRUT TO CMU W/ � „ o J II I� - --�!I I.� COMPACTED BACKFILL W/ SIZE STANDARD HANGERS 33 RUNGS 4 LOADING ' 3 HOLE OUTLET BOX BY " >r , SATISFACTORY NATIVE OR i / 3/8 EXPANSION ANCHOR FOR -� �/' CONSULTANT: IMPORTED SOIL i '� o L - a ; w w DEPTH. SUPPORT � RED DOT #R1 H31 LM W/ ¢ CONCRETE WALL W / COAX WITH TIE a / BLANK COVER '� Q UNISTRUT P1000 X 12 � � , _ � � RAMSET REDHEAD TRUBOLT OR - / O# '� O / WRAPS EVERY 4 FT. - ATTACH W 2 14 X3 LG. � " o = 3 8 LT.W. RAMSET REDHEAD „ - / / I EQUAL 1 -5/8 MIN. EMBED. -1 i- - GALV. WD. SCREWS OR 3 8 z o ' ;� Q ' / TRUE BOLT WEDGE ANCHOR - � I -  � � L I GALV. LAG BOLTS FOR USE IN w �i z UTILITY WARNING TAPE ICBO #1372 SPECIAL Q _ I III L_I I 16 GA. S.S. COVER _ WOOD FRAMING ,�, z INSPECTION NOT REQUIRED, WITH HOLD DOWN � I' - TYP 2 PER UNISTRUT m II III - li=11 _ * POWER CONDUIT WHERE ' , ( ) TELEPHONE CONDUIT I I-_-i_I-I ,-I I „I � i, � � �'� i� � � 1 i Q CLIPS AT 48 O.C. APPLICABLE COORDINATE SIZE CONDUITS W/ APPROPRIATE SIZE STANDARD WHERE APPLICABLE AND TYPE WITH LOCAL UTILITY HANGERS ' 15A-1 P WP SWITCH 5 COORDINATE SIZE AND NOTE: HOLD DOWN CLAMP TYPE WITH LOCAL 4" MIN TO SECONDARY ELECTRIC ALL STEEL AND/OR MALLEABLE WIDTH (SEE CABLE DRAWN BY: CHK.: APV.: IRON PARTS, ACCESSORIES, AND 1/2 � EMT WITH CONDUIT TRAY SCHEDULE JGD BOK DKD UTILITY *12" MIN TO PRIMARY ELECTRIC STUD WALL FASTENERS SHALL BE HOT DIPPED CLAMPS AS REQ'D *6" MIN. (TYP.) *SEPARATION DIMENSION TO BE VERIFIED WITH GALVANIZED FOR RUST PROOFING. WALL MOUNT DETAIL LOCAL UTILITY COMPANY REQUIREMENTS SUPPORT SPACING: 4'-0" MAX. LICENSURE: UTILITY TRENCH SALE 13 WALL MOUNTED CONDUITS (WHERE OCCURS) SN.T.S.' 10 SERVICE LIGHT ON CMU WALL SALE: 6 3/4"=1' NTS ANCHORAGE: CONSTRUCTION NOTE: CONDUIT (EXCEPT AT 5�,0 ARC �� y *USE 5/8"� HILTI KB TZ AT 4" EMBD.(ICC ESR# 1917) ANY EXSITING CONCRETE WORK, OR SITE AMENITIES =% METER BASE, USE RGS) �`' o °0 DAMAGED OR REMOVED AS A RESULT OF ANY PROPOSED W/ SPECIAL INSPECTION. (4) BOLTS FOR MODCELL AND WORK, SHALL BE REPAIRED OR RELOCATED TO ORIGINAL r i NOTES: * C_18" (6) BOLTS FOR BATTERY PER CABINET. PRE-EXISTING CONDITION. FINISHED GRADE OR 1 . CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD s EXP. 11/11 �Q CONC. SLAB DAMAGE CABLES. COVERS SHALL BE FASTENED USING HOLD DOWN CLIPS. SHEET �9 NOTE: Q ___ _ _ _ _ _ __ 0 0 0 0 0 METAL SCREWS ARE NOT ACCEPTABLE. of cA��E 1. VERIFY ALL DIMENSIONS AND CONDUIT SIZES WITH = --, - � $ I� + ��-, - 8� �,� 2. TRAY AND COVER SHALL BE PAINTED TO MATCH EXISTING BUILDING � I I 11 I 0 00 oroo�o 0 EQUIPMENT MANUFACTURER/SUPPLIER. 1 0w II III - - - - III I I 3. CABLE TRAY COVER TO BE 16 GA. U.N.O. 2. VERIFY WITH C.M. ON TYPE VERSION OF MODCELL I I I ����� SHEET TITLE: BATTERY PRIOR TO DRILLING CONCRETE TO OBTAIN PROPER BOLTING TEMPLATE THOROUGH OUT LUCENT REPRESENT. - - KEYNOTES: II j 11 NOTE: CABLE TRAY SCHEDULE DETAILS F1_1 11 L I RIGID STEEL CONDUIT, PER # OF 7 1» >� „ PRIMARY MODULAR CELL V4.0 (WT= 1538 LBS MAX.) tK WHEN CABLE TRAY COVERS ARE SPECIFIED THEY 1- 15 21 LL PLAN `�, CABLES 8 4 8 4 ❑2 FUTURE MODULAR CELL V4.0 (WT= 1538 LBS MAX.) �'' SHALL BE INSTALLED IN ACCORDANCE WITH 1-8 12" 18" 18" 24" F-] 2'-7" 2'-1 1 " 2'-1 1 " 2'-7" 4" MANUFACTURERS INSTALLATION PROCEDURES AND 3BATTERY CABINET (WT= 2,174 LBS MAX.) PVC CONDUIT SIZE AS INSTRUCTIONS FOR 'HIGH WIND CONDITIONS'. THIS 8-16 24" 24" 36" 36" SHEET NUMBER: _ 4" 4" [4] FUTURE BATTERY CABINET (WT- 2,174 LBS MAX.) SHOWN ON LAYOUTS INCLUDES CONNECTOR TYPE AND SPACINGS. 16-24 24" 36 36" 48" 13'-0" F-5] COAX CABLE ON UNISTRUT LADDER MOUNTED ON CMU WALL, RAISED CONC. PAD RIGID STEEL TO PVC ADAPTER EQUIPMENT MOUNTING DETAIL SCALE: 11 CONDUIT STUB-UP (WHERE OCCURS SCALE: WALL MOUNT COAX CABLE TRAY SCALE: 3 17' Royal Street 3'-0" 'ROYAL STEET' LEASE AREA MIN. 8 2'—8" 13'-0" Communications PROVIDE P1000 (E) PORTION OF 'CROWN CASTLE' RAISED PAD (E) PORTION OF 'CROWN CASTLE' Califomia, LLC UNISTRUT HANGERS CMU WALL TO SAW—CUT, 4'-0"W x CMU WALL TO SAW—CUT 24x 4 COAX CABLES FOR COAX CABLE 7'-0"H AND REWORKED, AS REQ'D. 4 2EL SUPPORT. AA AND REWORKED, AS REQ'D. FOR 2913 CAMINO 92782'#561 FOR 'RSC' LEASE AREA ACCESS — RSC COAX CABLE RUN r, r 3'-0" 4'-0" PROJECT INFORMATION: CONSTRUCTION JOINT CROWN C O LO 879882 /��� HOMEOWNERS PRIMARY MODCELL CABINET LA3636A PROVIDE 4"0 PVC PIPE r- - - - - - - - - -,- - - USING 5 5 8"� HILTI KB III AT 3.75" 1'-6" oQ`` I �?s� j DRAIN (AT CORNERS) WITH �i 77820 CALIFORNIA DR., ( ) / 24 MAX 0� I I ��iyF RODENT SCREEN. —TYP. PALM DESERT, CA 92211 MIN. EMB. NO SPECIAL INSP. REQ D. I � � I w P1000 UNISTRUT AT 16 O.C. i I �i� i Q CURRENT ISSUE DATE: PLAN ID Q ' I 0 Cn w 04/02/10 1'_6" I I DI o I ^I Lj Q SCALE: 24 MAX I I �I" I cn o f COAX CABLE W/ APPROPRIATE SIZE STANDARD I , zI I I ISSUED FOR: NOT USED N.T.S. 6 REFER TO UNISTRUT SPECS. I � I cv w HANGERS/CLAMPS � -- I �C3 �° s I � PLAN CHECK 2 J 2 NOS. OF UNISTRUT BRACKET P2494 R-L W/ L >_ THRU BOLT W/ NUT & WASHERS OR REFER TO - - � ; SIM. � o REV.: -DATE: DESCRIPTION: BY: UNISTRUT SPECS. FOR BRACKET & FITTINGS. z S.O.G. I FC=2,50OPS1 W/ #4 AT DELETE 'RSC' NEW GATE. COAX _ I O i1 8" O.C. EA. WAY 0 04/02/10 ACCESS TO SHARE WITH JGD CABLES - - � 0 � � (E) 'SPRINT' GATE PER CROWN CASTLE & CITY 00 0 03/15/10 'RSC' LEASE AREA 17x12JGD NOT 19x12 REV. ELECTRICAL SHT PROVIDE 4"� PVC PIPE DRAIN 0 03/10/10 PER CM COMMENT. JGD (AT CORNERS) WITH RODENT 2 0 02/16/10 REV. LEASE AREA BS 2"OC FOR TELCO 3'-0" SCREEN. —TYP. - 3'_6" PER APPROVED ZD MIN FOOTING 00, o 10/20/09 COMMENTSDLANDSCAPING CITY BS PRIMARY MODCELL CABINET - LANDSCAPING CITY 0 09/22/09 COMMENTS JGD COAX CABLE TRAY TO BE WALL - 0 04/09/09 (E) POLE HT. REV. TO JGD MOUNTED VERTICAL W P1000 r CONCRETE NOTES: 65 —7 PER RSC LEGAL (VERTICAL) / REV. 100% PER DRM UNISTRUT W/ 1/2"0 HILTI KBIII I _ j — CONCRETE TO ACHIEVE 2500 PSI AT 28 DAYS. 0 03/23/09 03-23-09. JGD (ICC ESR#1385), 3.75" MIN. EMB. I -__ I — ALL REBAR TO MAINTAIN 3" CLEARANCE FROM EDGES. co: 'ROYAL STREET' AT 24" O.C., TYP. (NO SPECIAL I I — ALL REBAR INTERSECTIONS SHALL BE SECURELY TIED TOGETHER. o o3/1s/os LEASE AREA ROTATED. JGD INSPECTION REQ'D) l----- J NOT USED SCALE: _ _ FOUNDATION PLAN SCALE: PLANS PREPARED BY: N.T.S. 3/8 =1 2"OC FOR POWER - - N BLOCK WALL, GROUT ALL CELLS. #4 AT 12" O.C. - SEE PLAN FOR SIZE & LOCATION. MATERIALS: CONCRETE NOTES: I PACIFIC (ON RAISED AREA ONLY) - 90° HOOK IN CONCRETE: F'c=2500 PSI - CONCRETE TO ACHIEVE 2500 PSI AT 28 VERT. BARS AT ENDS 48 x BAR DIA. CORNER CELL @ 28 DAYS DAYS. - OF WALL PER (2'-0" MIN.) TYP. MASONRY: F'm=1500 PSI — ALL REBAR TO MAINTAIN 3" CLEARANCE FROM ARCHII ECTURE ENGINEERWG CONSULTING #4 AT 18" o.c. EA. WAY _ _ SCHED. U.N.O. I BREAK SHELL REINF. STL. GRADE 40 EDGES. 32 EXECUTIVE PARK, SUITE W, IRvwE, CA 926W SEE NOTE TYP.. TEL-949-475-1000 FAX-949-475-1001 o — ALL REBAR INTERSECTIONS SHALL BE 71 � � SECURELY TIED TOGETHER. ILLS 7 VERT. BARS AT CONSULTANT: ENDS OF WALL PER SCHED. WALL REINF. PER 1 —O -%`> - ;v� <�� a SCHEDULE U.N.O. ,. v �, , ° _ U.N.O. ;,:, � CD OPEN END BLOCK COMPACTED SOIL TO MIN. 90% MODIFIED 8X16X2" THK. CMU CAP OR MAX. DENSITY PER ASTM D1557 METHOD #4 CONTINUOUS �,,-O„ 8 CMU WALL - GROUT CAP TO MATCH E WALL REINF. PER GROUTED SOLID ( ) SCHEDULE U.N.O. ELEVATION NOTES: INTERSECTION-WHERE OCCURS CORNER 2-#4 HORIZ. — BLOCK LAYOUT SHOWN IS DIAGRAMMATIC. ACTUAL CONDITION WILL VARY AT TOP #5 VERT. @ DRAWN BY: CHK.: APV.: PER RUNNING BOND PATTERN, USE APPROPRIATE UNITS OR BREAK CMU 16"O/C SHELL AS REQUIRED FOR REINFORCING PLACEMENT AND FLOW OF GROUT. EQ. EQ. �. JGD BOK DKD cn CMU WALL INTERSECTION REINF. 2-#4 HORIZ. w LICENSURE: NOT USED SCALE: 8 EQUIPMENT PAD AND ANCHORAGE s "L1 " N.T.S. N BAR SIZE #4 AT 12 O/C EA. WAY @MID-H . 0 0 CO,oc (ON RAISED AREA ONLY) 3 4 1 5 1 6 1 7 8 1 9 10 11 CD �,s�-10 A Ro P.S.I. LAP SPLICE ( INCHES ) #4 TOP @ 18" 0/C. #5 DOWELS @ \� o 00 16 0/C WET SET BLOCKS �' 2000 24 24 36 50 69 91 115 145 178 WAY OR PROVIDE 2"x4" z Cr 3000 24 29 36 46 63 82 104 132 165 CONT. KEY s EXP.'11/i lip Z 4000 24 29 136143 54 71 90 115 141 of CA��F�� o w _ (if °- MASONRY t24124 30 36 42 48 • ° • WIRE TIES (TYP.) -0 I ° SHEET TITLE: DOWELS OR BAR — — d - LAP II g SLICE P - 3 4 T&B CONT. 3'-6" DETAILS 40d LAP SLOPE 1:6 MAX. MIN. 'ISPLICIfI FOR COL. REINF, NOTES: HORIZONTAL BAR SPLICE VERTICAL BAR SPLICE CMU NOTE: 1 . ALL VERTICAL REINFORCING FOR COL., PIERS & WALLS SHALL BE DOWELED AS FINISH ON NEW EXTERIOR WALL TO MATCH SHEET NUMBER: SHOWN EXCEPT SPECIFIC DETAILS ON DRAWINGS SHALL GOVERN IN CASES OF CONFLICT. DESIGN, MATERIAL, TEXTURE, COLOR, 2. DOWELS SHALL BE THE SAME GRADE, SIZE AND NUMBER AS VERTICAL REINFORCING. HEIGHT AND FLUSH FINISH OF (E) CMU TYP. LAP SPLICE ENCLOSURE. NOT I N USED SCALE: 9 NOT I N USED SCALE: 5 CMU DETAILS SCALE: 3 CMU WALL DETAIL SCALE: 1/2"=1' 1/2"=1' 3/8"=1� 1/2"=1" GENERAL NOTES: MASONRY: Royal Street 1 . DESIGN CRITERIA: 1 . ALL MASONRY MATERIALS AND CONSTRUCTION SHALL CONFORM Communications 2. ALL MATERIALS AND WORK PERFORMED SHALL CONFORM WITH DESIGN CODE: 2007 CALIFRONIA BUILDING CODE (CBC) TO CHAPTER 21 OF THE CBC AND TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530. 1 /ASCE Califomia, LLC THE REQUIREMENTS OF THE 2007 CBC AND GOVERNING 6-88) PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE. BUILDING ORDINANCES. 2. CONCRETE MASONRY UNITS FOR HOLLOW UNIT MASONRY 2913 EL CAMINO REAL,#561 CONSTRUCTION SHALL BE MEDIUM WEIGHT GRADE "N" UNITS TUSTIN, CA92782 3. NOTES AND DETAILS ON DRAWINGS SHALL. TAKE PRECEDENCE CONFORMING WITH ASTM C-90. SEE ARCHITECTURAL FOR TYPE OVER THESE GENERAL NOTES. (FINISH), PATTERN, AND JOINT DETAILS. PROVIDE RUNNING PROJECT INFORMATION: 4. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE BOND U.O.N. CONCRETE MASONRY UNITS SHALL HAVE AN CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR ULTIMATE COMPRESSIVE STRENGTH = 1900 PSI. CROWN COLO 879882 CONDITIONS UNLESS OTHERWISE NOTED. 3, MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED. HOMEOWNERS 5. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE MORTAR SHALL BE TYPE "M" OR "S" WITH A MINIMUM ULTIMATE KNOWLEDGE AND WRITTEN CONSENT OF THIS ENGINEER. COMPRESSIVE STRENGTH OF 1 ,800 PSI AT 28 DAYS. LA3636A UNATHORIZED CHANGES RENDER THESE DRAWINGS VOID. 4. GROUT SHALL BE PROPORTIONED BY VOLUME AND SHALL HAVE 77820 CALIFORNIA DR., 6. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN PALM DESERT, CA 92211 THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN SUFFICIENT WATER ADDED TO PRODUCE CONSISTENCY FOR POURING WITHOUT SEGREGATION. GROUT SHALL ATTAIN A GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE CURRENT ISSUE DATE: THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY MINIMUM COMPRESSIVE STRENGTH (F c) OF 2,000 PSI AT 28 LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR DAYS. PROVIDE CLEAN OUT OPENINGS WHERE GROUT LIFT SPECIFIED. EXCEEDS 4'-0". 04/02/10 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE 5. GROUT ALL CELLS, UNLESS OTHERWISE NOTED. FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF 6. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION ISSUED FOR: CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND PRIOR TO GROUTING. DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, 7. PROVIDE CONTROL JOINTS AT 48'-0" o.c. MAX. PLAN CHECK AND PROCEDURES INCLUDING BUT, NOT LIMITED TO BRACING 8c g SPECIAL INSPECTION IS REQUIRED FOR MASONRY IN SHORING. OBSERVATION VISITS TO THE SITE BY FIELD ACCORDANCE WITH CODE SECTION 1704.5 REV.: -DATE: DESCRIPTION: BY: REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE DELETE 'RSC' NEW GATE. CONSTRUCTION PROCEDURES. 0 04/02/10 ACCESS ' GATE PER WITH (E) SPRINT GATE JGD N 8. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY I 'CROWN CASTLE' & CITY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING 0 03/15/10 'RSC' LEASE AREA 17x12 JGD AND COMMENCING CONSTRUCTION. ALL DIMENSIONS SPECIAL INSPECTION REQUIREMENTS: NOT 19x12 CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY 0 03/10/10 REV. ELECTRICAL SHT JGD THE CONTRACTOR AT THE SITE. 1 . THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PER CM COMMENT. PROJECT REQUIRING SPECIAL INSPECTION. REFER TO CBC REV. LEASE AREA 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TABLE 1704.5 FOR SPECIAL INSPECTOR'S DUTIES. o o2/1s/10 PER APPROVED ZD BS LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR LANDSCAPING CITY NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR 2. ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN o 10/20/09 COMMENTS BS SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONTRACTOR. 0 09/22/09 LANDSCAPING CITY JGD CONJUNCTION WITH THE EXECUTION OF THIS WORK. COMMENTS 10. GENERAL CONTRACTOR SHALL NOTIFY THE: ENGINEER AND 0 04/09/09 (E) POLE HT. REV. TO JGD ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A 65 -7 PER RSC LEGAL THE CONTRACT DOCUMENTS, PRIOR TO STARTING WORK. SCHEDULE TO THE TEST AND INSPECTION FIRM TO FACILITATE 0 03/23/09 REV. 100% PER DRM JGD THE PROPER COORDINATION OF WORK. 03-23-09. 0 03/19/09 CO: 'ROYAL STREET' JGD 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: LEASE AREA ROTATED. CONCRETE: PLANS PREPARED BY: A. CONTINUOUS INSPECTION AND TEST CYLINDERS FOR STRUCTURAL CONCRETE EXCEPT FOUNDATION CONCRETE OF CONCRETE: 2500 PSI OR LESS. 1 . ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM REINFORCING STEEL: PACIFIC TO CHAPTER 19 OF THE CBC AND TO ALL REQUIREMINTS OF A. PLACING OF REINFORCING. t� ACI 301 -96, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR MASONRY: BUILDINGS," EXCEPT AS SPECIFIED HEREIN. A. INSPECTION DURING PREPARATION AND TAKING OF ANY ARCHITECTURE IENGMEMOICONSULTING REQUIRED PRISMS 0 R TEST SPECIMENS PLACING 0 F ALL 32 EXECUTIVE PARK, SUITE t10, N�VINE, CA 92614 2. MIX DESIGN REQUIREMENTS: TEL 949-475-1000 FAX 949-475-1001 A. CEMENT SHALL BE TYPE II. MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO B. COMPRESSIVE STRENGTH = 2,500 PSI CLOSING OF CLEANOUTS, AND DURING ALL GROUTING CONSULTANT: C. CONCRETE SLUMP SHALL NOT EXCEED 5". OPERATIONS. 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. REINFORCING STEEL: 1 . REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS OTHERWISE NOTED. DRAWN BY: CHK.: APV.: 2. BARS SHALL BE CLEAN OF MUD, OIL, OR OTHER COATINGS JGD BOK DKD LIKELY TO IMPAIR BONDING. 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO LICENSURE: INSPECTIONS, PLACING CONCRETE, OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE ARC STRUCTURAL ENGINEER. ALL VERTICAL WALL REINFORCEMENT v� o Do SHALL BE CONTINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE DETAILS. * C_1 if+ EXP. 11/11 OF Cp��E� SHEET TITLE: GENERAL STRUCTURAL NOTES S S SHEET NUMBER: GENERAL STRUCTURAL NOTES DN1 Royal Street SITE ACCESS / SITE SECURITY NOTES: . y 1. REMOVE A PORTION OF THE EXISTING SOUTH FENCE AND CMU POST AS NECESSARY FOR ACCESS TO THE SITE. Communications RESTORE TO EXISTING CONDITION AFTER CONSTRUCTION. Califomia, LLC 2. PROVIDE A SECURITY/ SAFETY FENCE DURING CONSTRUCTION. 2913 EL CAMINO REAL,#561 ' IRRIGATION NOTES r----- -- �=-1 D TusTIN, cA927s2 -� -_--- \ PROJECT INFORMATION: REVIEW OF CITY PROVIDED AS-BUILTS I 1 POINT OF CONNECTION: 1. CONTRACTOR MUST REVIEW CITY-PROVIDED AS-BUILT IRRIGATION PLANS PRIOR TO CONSTRUCTION. I D CONTRACTOR TO EXTEND EXISTING IRRIGATION LATERAL TO CROWN COLO 879882 CITY SPECIFICATIONS - -- --- --- - - IRRIGATE SIX (6) NEW SHRUBS IN ADDITION TO SHRUBS HOMEOWNERS 1. INSTALLATION AND/OR REPAIR OF THE DISTURBED EXISTING IRRIGATION SYSTEM WILL BE PER CITY SPECIFICATIONS. I DISPLACED DURING CONSTRUCTION AND REPLANTED AS DIRECTED BY PARK INSPECTOR. SEE DEMO PLAN AND LA3636A DIGGING OR TRENCHING _ PLANTING PLAN FOR CLARIFICATION. CONTRACTOR TO VERIFY T BE N SITE WHEN TRENCHING TAKES PLACE. LOCATION IN THE FIELD. 77820 CALIFORNIA DR., INSPECTOR M S Y I IN R C 1. A PARKUS O AN DIGGING G O I ' PALM DESERT, CA 9221 1 CONTROL _�. _ BE HAND-TRENCHED LATERALS, MAINLINE AND IRRIGATIONC -� -- L TRENCHES WILL NEED TO HED T EXPOSE 2. ALL C O WIRES PRIOR TO ANY MACHINE TRENCHING. STATIC PRESSURE: 65 PSI CURRENT ISSUE DATE: 3. ALL TRENCHES WILL NEED TO BE COMPACTED TO 95% PROCTER. DESIGN PRESSUR 5 PSI ADDITIONAL IRRIGATION NOTES MAXIMUM DEMA : 2 G 1. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN ' -- I � -- 04/02/10 CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL 1 �� iI 1� ISSUED FOR: BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. + PLAN CHECK 2. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND NOTES. CONTRACTOR SHALL BE RESPONSIBLE TO MD COMPLY WITH ALL LOCAL CITY AND COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. L — - e oo REV.: -DATE: DESCRIPTION: BY: 3. THE SYSTEM I DESI N FOR A MINIMUM OPERATING PRESSURE OF 65PS1. THE MAXIMUM DEMAND OF GALLONS / DELETE 'RSC' NEW GATE. PER MINUTE S 2 . T E IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE i �-�� _ _ __ / ACCESS TO SHARE WITH PRIOR TO TH START F INSTALLATION. y / DIAL TWO WORKING o 04/02/10 (E) 'SPRINT' GATE PER JGD ' BEFORE DAYS BEFORE 'CROWN CASTLE' & CITY YOU DIG YOU DIG 4. CONTRACTOR SHALL INSTALL ANTI-DRAINAGE DEVICES FOR ALL LOW HEADS TO PREVENT LOW HEAD DRAINAGE AND — J TOLL FREE A PUBLIC SEVICE BY 1-8OD-227-26°° 0 03/15/10 'RSC' LEASE AREA 1702 JGD POSSIBLE SOIL EROSION. — ! — - --- --- - — — — -- UNDERGROUND SERVICE ALERT NOT 19X12 _ T ---- E/ E/T - E/T ---------- E/T E/T 0 03 10 10 REV. ELECTRICAL SHT JGD 5. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF POSSIBLE ON-SITE INSPECTIONS WITH / / PER CM COMMENT. THE CITY'S REPRESENTATIVE, SEE LANDSCAPE INSPECTION SCHEUDLE BELOW. - -- --- - + -- - NOTE: REV. LEASE AREA ' � � � o o2/1s/10 Bs w ' SEE SHEET L2 FOR DEMO PLAN AND PLANTING PLAN PER APPROVED ZD I I / 0 10 20/09 LANDSCAPING CITY BS / COMMENTS W I 0 09/22/09 LANDSCAPING CITY JGD I COMMENTS n i Y 0 R I O 0 04/09/09 (E) POLE HT. REV. TO JGD 73-gt0 1 >71�'',AR[t�c DRIVE W 65 -7 PER RSC LEGAL 1 + REV. 1009� PER DRM , ' 0 03/23/09 JGD � 03-23-09. g � F Till 7b4 b>�RNtA g2;t6Q-2578 �� ; I CO 'ROYAL STREET' LEASE AREA ROTATED. VAX: 76o► 341-7098 �jLj � 0 03/19/09 JGD �. +rfum-descn.�rg ~ PLANS PREPARED BY: .... SCALE 1 I Landscape Inspqction ScheduleI R R I- A ION PLAN/,/ ;J / ) Sleeving I Grading a. Sleeve diameter,type, depth and location PAC I F I C b. Soil surface drainage, elevations and trash (inc ludirQ weeds& rubble) „ 2) Hardsmpe/Boulders-Cobble ARCHITECTURE I ENGINEERING I CONSULTING a. Sidewalk end Wall layout 32 EXECUTIVE PARK, SUITE t10, IRVINE, CA 92614 5. Utilities location TELL 949-475-1000 FAX 949-475-1001 c. Boulder type, size, weight and placement I R R I GAT I O N LEGEND CONSULTANT: 3) Irrigation System Rough-- In a. Trench dap and location SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPH PSI DET. REF. b. Pipe Sze and doss c. Pressure test (125 psi for 6 hour's Bill Shapton, Landscape Architect 4) Plant Material (trees& shrubs) RAINBIRD 1401 FLOOD BUBBLER N/A 0.25 30 1-1 20321 SW Birch Street, Ste 200 a. Condition Newport Beach, CA 92660 b, Type PVC CLASS 200 NON-PRESSURE LATERAL LINE -OR-MATCH EXISTING. 12" DEEP. SIZE NOTED. c. Placement I-2 714/955-9325 5) Ground Cover (decomposed granite) * INSTALL ONE BUBBLER PER 15 GALLON SHRUB. a. Type b. Depth and spacing i c. Compaction DRAWN BY: CHK.: APV.: 6) Final JGD BOK DKD I FINISH GRADE a. Irrigation: i Valves, boxes and wiring ................. LJCENSURE: ��AA/, :::.:............. \ \X/ li) Controller t peratlon and schedule BUBBLER HEAD W/ANTI- // // . .. \/ iii) Sprinkler, bubbler andlor drip emitter type, flow rate and quantity per plant DRAIN CHECK VALVE. 12. //j��j � �� �pNosC Iv) Overall operation INSTALL IN PLANT BASIN MIN. �� . ::::::::::::: �/ �. �� No s v} A built y kin / :....... / by Tree staking MIN. c. Overall FINISH GRADE s„. ... . . :: BACKFILL Signaiiae y `Nc�tee** 4n+�- 1R/30/09 � Renewal Date � .... ............ s 05-26-09 �Q Should any of the above inspections fail after 2 afternpts there will 5e a fee assessod for any '� /\ SCHED 80 P.V.C. RISER - .... . SPRINKLER LATERAL qpF Date pQ� re-insptl€�ns. / ... . i� %\ ;V\� OF pl�F Any charms to an approved landscape plan, mush be re-submitted to the City of Patin Desert PVC STREET ELL C for approval, to lmprnentan. jVAA \\ :.............:: January g, 2( 7 12 ,//� / % PVC ELL S MAIN SUPPLY LINEOWN MIN. `\\� : SHEET TITLE: FLEX-RISER ... I LATERAL LINE WITH i PVC TEE OR ELL CONTROL AND NOTE:CONTROL AND NEUTRAL IRRIGATION NOTES (CONY.) NEUTRAL CONDUCTORS CONDUCTORS SHALL BE IRRIGATION PLAN O TAPE&BUNDLE TO INSTALLED WITH A MAINLINE @ 20'O.C. MINIMUM OF 180 EARTH COVER 6. THE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCH. AND/OR CITY REP., UPON THE COMPLETION OF THE JOB, A SET OF REPRODUCIBLE AS-BUILT DRAWINGS, WHICH SHALL BE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. ' SHEET NUMBER: 7. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTIED IN WRITING FOR A PERIOD OF (1)YEAR. ANY DEFECTIVE EQUIPMENT. TRENCHING MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO - BUBBLER ON RISER 1-2 ADDITIONAL COST TO THE OWNER. ' t Y Royal Street SITE ACCESS / SITE SECURITY NOTES: Communications - _ ------- A --A— A � I LLC 1. REMOVE A PORTION OF THE EXISTING SOUTH FENCE AND CMU POST AS NECESSARY FOR ACCESS TO THE SITE. RESTORE TO EXISTING CONDITION AFTER CONSTRUCTION. Califomia, l 2. PROVIDE A SECURITY/ SAFETY FENCE DURING CONSTRUCTION. 2913 EL CAMINO REAL,#561 2 TUSTIN, CA 92782 3 L-_-�_— PLANTING NOTES: PROJECT INFORMATION: T 1 E �I SOIL T T S I_I_! 4 _ _ AFTER SOIL HAS BEEN SET IN PLACE & PRIOR TO ANY SOIL PREPARATION, THE CONTRACTOR CROWN C O LO 879882 III—III- H - �� — SHALL FURNISH SOIL TESTS OF THE SITE FOR AGRICULTURAL FERTILITY AND TO DETERMINE o III-I . II HOMEOWNERS -� o III �i AGRICULTURAL SUITABILITY. TESTS ARE TO BE PERFORMED BY A MEMBER OF THE CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORITORIES WITH COPIES SENT TO THE OWNER & LA3636A —III III III ! —III i— ! iil� j LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. 77820 CALIFORNIA DR., 2x Root Ball Diameter 7 j "1" - SOIL PREPARATION PALM DESERT, CA 92211 $ $ $ 1. BACKFILL ALL SHRUBS PER AGRICULTURAL SUITABILITY SOILS TEST RESULTS. ANY $ CURRENT ISSUE DATE: LEGEND: I - _ ORGANIC AMENDMENT MUST COME FROM A LOCAL COMPOSTING FACILITY SUCH AS NOTE: ! COACHELLA VALLEY COMPOST (760/863-4364.) 1. 15 gal. shrub. 1. Scarify the sides and bottom of pit. Prior to plant placement, fill all j j __ �� / / 2. 2" deep water basin. pits with water and allow to percolate into subsoil. Plant rootball i 2. THE CONTRACTOR SHALL BE PREPARED TO PROVIDE DELIVERY SLIPS AND EMPTY 04/02/1 o 3. Finish grade. and backfill mix must be throughly watered indirectly after planting. j �� _ FERTILZER BAGS ON SITE FOR VERIFICATION OF MATERIAL. 4. Backfill mix per agricultural suitability soils report. PROTECTION OF EXISTING TREE(S) ESPECIALLY EXISTING CAROB TREE ISSUED FOR: 5. Undisturbed soil ' _ I 1. TO PROTECT EXISTING TREE(S) AS MUCH AS POSSIBLE, LAY DOWN 1-3/4„ PLYWOOD 6. Rootball, size varies. Top of root crown to be at final grade. _ T r FROM THE WROUGHT IRON FENCE UP TO THE LEASE AREA. THIS WILL DISTRIBUTE THE 7. Undisturbed native soil T— t — Eir Eir — r j EST 1 WEIGHT OF THE EQUIPMENT THAT WILL BE UTILIZED AND PROTECT THE TREE ROOTS PLAN CHECK FROM COMPACTION. P 1 SHRUB PLANTING DETAIL I / 2. SUPPORT BRANCHES OF EXISTING TREE(S) WHILE EQUIPMENT IS PASSING BENEATH THEM REV.: -DATE: DESCRIPTION: BY: ' TO PREVENT THE BRANCHES FROM GETTING CAUGHT. DELETE 'RSC' NEW GATE. I REPLACEMENT OF EXISTING SHRUBS ACCESS TO SHARE WITH j C j j 0 04/02/10 (E) 'SPRINT' GATE PER JGD j w I j i 1. WALK THE SITE WITH THE PARK INSPECTOR PRIOR TO CONSTRUCTION TO DOCUMENT 'CROWN CASTLE' & CITY rb THE SHRUBBERY THAT WILL BE EFFECTED DURING CONSTRUCTION, AND REPLACE AS j I NECESSARY. 0 03/15/10 'RSC' LEASE AREA 1702 JGD i j 2. IT IS UNDERSTOOD THAT MORE THAN 4 SHRUBS MAY NEED TO BE REMOVED AND REPLACED NOT 1902 REV. ELECTRICAL TRICAL SHT PLANT MATERIAL LEGEND I ; / / 7,� HIGH CMU WALL, SEE FOR ACCESS TO THE SITE, BUT BY NO MEANS SHOULD ANY PORTIONS OF THE EXISTING 0 03/10/10 PER CM COMMENT. JGD ARCHITECT'S ELEVATION DRAWINGS ROSE GARDEN BE IMPACTED BY CONSTRUCTION. SEE DEMO PLAN, THIS SHEET, FOR REV. LEASE AREA PATH OF TRAVEL. 0 02/16/10 PER APPROVED ZD BS BOTANICAL COMMON PLANT PLANTING j MATCH EXIST D.G. / HOLD BACK SYMBOL CODE QTY NAME NAME SIZE SPACING DETAIL REMARKS j 12" FROM/TRUNK OF SHRUBS (TYP.) REPLACEMENT OF EXISTING SOD 0 10/20/09 LANDSCAPING CITY BS 1. REPLACE THE GRASS AREA THAT WILL BE EFFECTED DURING CONSTRUCTION WITH THE COMMENTS SHRUBS j I I ' SAME VARIETY. BEFORE REPLACEMENT, THE CONTRACTOR MUST OBTAIN APPOVAL FROM LANDSCAPING CITY 0 09/22/09 JGD THE CITY AS TO VARIETY. IT IS BERMUDA GRASS SOD AND IF REPLACED DURING WINTER COMMENTS A 6 DODONEA HOPSEED 15 6' O.C. P1 SEE PLANTING NOTES AND I ~ ' (OCTOBER 15-FEBRUARY 15), IT MUST BE OVER-SEEDED WITH RYE. (E) POLE HT. REV. TO 0 0 04/09/09 JGD VISCOSA BUSH GAL. DETAIL THIS SHEET i I ——L 65 —7 PER RSC LEGAL 0 03/213/09 REV. 100% PER DRM JGD EXISTING GROUNDCOVER (REPAIR DISTURBED AREAS TO SATISFACTION OF PARK INSPECTOR) 03-23-09. SEE SHEET L1 FOR IRRIGATION PLAN o 03/19/09 LCO: ROYAL EASE AREA ROTATED. JGD CALIFORNIA GOLD 3/8 2 FINAL DEPTH AFTER WETTING o PLANTIINGPLAN „ _ ,MINUS WITH 11 /o FINES AND COMPACTION SCALE 3/16 — 1 PLANS PREPARED BY- PLANT QUANTITY (Note difference in scale) A PLANT SPECIES` .. PACIFIC ARCHITECTURE I ENGINEERING I CONSULTING - , 32 EXECUTIVE PARK, SUITE no, IRME, CA 926U . TEL 9Q-475-100o FAX 949-475-1001 i iCONSULTANT: Existing lawn to remain. Protect in place Tf t — Bill Shapton, Landscape Architect I �T 20321 SW Birch Street, Ste 200 Existinghedgerow to remain. Protect in place - — � _,r Existing chainlink Fence to remain, Protect in place 9 P �� �_ � Newport Beach, CA 92660 - Existing Lease Area 714/955-9325 Protect root zone of existing palm during construction --- 1 j ; +''' Existing Shrubs to be removed and replaced DRAWN BY: cHK.: APv.: j 12'-1�2" 1 T- -_- JGD BOK DKD lj Note: No lawn will be impacted by this ; per planting detail and as directed by Park InspectorJ_ construction. LICENSURE: 21'-4" i VpNDSCgp New Lease Area S .�� Existing hedgerow to be impacted during construction. w Protect shrubs in place if possible - or - remove and W Signature 0 replace individual shrubs as directed by Park Inspector. w ° 11/30/09 Data Existing D.G. Paving, Restore to existing condition sT 05-26-09 Existing concrete walk to remain. Protect in place I ; I ; after construction qrF of C&IL 30'-7" W ' Existing Wrought Iron Fence, Restore to existing condition after construction SHEET TITLE: Path of Travel along existing electrical trench between basketball court and wrought iron fence j , Existing Rose Garden (Do not disturb) beneath existinghedgerow o' i ! �i'' DEMO & PLANTING PLANS g w , l Existing Concrete Walk, Protect in place Existing Hand Hold (P.O.C.) that SCE will i I ��� Edge of Existing Lawn access power from, See Sheet E1 ,' ; ; j j Existing Lawn SHEET NUMBER:= - DEMO PLAN SCALE 1 /8 1 Note difference In scale) I j 'ROYAL STREET' METER/MAIN, 120/24OV, - -- Street OPTION #1 INTERCEPT (E) FEED WITH 17x30 HH P.O.C. 20' 3W, 1 P, 200A, 4 CLIPS, TO BE ' � Royal TO LEASE AREA. MUST BE USA'D. UTILITY SERVICE PROVIDERS NOTE. MOUNTED ON (E) CMU. (FINAL LOCATION -- 120 24oV 1 PH, 3W SITE DESIGNED FOR COPPER SMPOE SERVICE TO DETERMINED BY SERVICE PROVIDER) G Communications ( ) WITH LUIS BECERRA 'VERIZON' ENGINEER ON MAY RECOMMEND ADDRESS TO BE 77820 ,/ N N , 08, 2009 CBR 760-778-3621 . FROM (E) P.O.C. 1/2 CALIFORNIA DR., FOR METER. /' - I !_I ° �= California, LLC POLE# 333140 PLACE APPROX. 450 FEET OF �� �� ,� ' ' � 2913 EL CAMINO REAL,#561 PER UTILITY CO. 4 CONDUIT WITH (1 ) ONE 17 x30 TELCO PULL NEW TELCO 2 x3 CDP _ - CA92782 �. -i — TAT � �� �_ TUSTIN, BOX WITH A TRAFFIC RATED LID AND (1 ) ONE TELCO BOX ,,/� - _ T _T=T= T _ _ - I' III 0" 2 x3 TELCO SPLICE AS A CDP OUTSIDE THE - T=_T=-T=T=T - - - o �? `- PROJECT INFORMATION: LEASE AREA. Rsc I CROWN COLO 879882 HOMEOWNERS LA3636A DI I PALM 2 DESERT, CAA92221 1 M METER/MAIN ON PEDESTAL, •/, / -' -����' I !II 2P 1 20/24OV, 10, 3W, 200A, \\ y��j -i - j�O i IWI CURRENT ISSUE DATE: )200A LOCATED OUTSIDE LEASE AREA \ \ ♦ ��' , /�' %` I '� ICI E 'SPRINT' VERIZON 25 PR. TERM. I 04/02/1 0 v 811 ,t. 7 !�! AWG2 TO 5/8"OX10'L GROUND ROD O Call 2 Full Working Days in Advance 23320 4 DUCT FEED. ENCLOSED WITH I ! 'SPRINT' CABINET ENCLOSURE ED, I I il! ISSUED FOR: CROWN REP., ADVISED ME THAT 'SPRINT' J 14 - TERMINAL. IIII WILL NOT SHARE THEIR TELCO E I 41WI � PLAN CHECK 4 C PVC (3)-3/O+(1 )—#6(GRND) THHN \ o - ��% i I CU, 90`C APPROX LENGTH = 15 \ TI � , (Vd-0.199�) 2o'�sEM ��- /ice NEW 17x30 HH P.O.C. 30' TO ® 'SCE' 8'—O ' I M!I REV.: - DATE: DESCRIPTION: BY: LEASE AREA. MUST BE USA'D. (E) I I I . o - ��� WIDE EASEMEN I I DELETE RSC NEW GATE. (120/240V, 1 PH, 3W) IW! 0 04/02/10 O ACCESPRINT'SS TO SGATE PEHARE R H JGD \ 0 \ 5 6 ' 0„�IWi 'CROWN CASTLE' & CITY FUSE DISCONNECT SWITCH, 240V, cA �t �B \ � EASEMENT PER TITLE (E) TELCO SERVICE IS BURIED I ® ,`" RSC LEASE AREA 17x12 200A, 3W LOCATED INSIDE LEASE ` \\ ' �� REPORT -SEE SHEET �-- - - - - - - -- - - - - _ I _ o 03/15/10 NOT 19x12 JGD \ � IN THE VERIZON RECORDS NO AREA \ I LS1 . CONDUIT, 25 PAIR ONLY. L ©_ - ® I cTRicAL �'I'` - - - - - - REV. ELECTRICAL SHT - - - - - - I 0 03/10/10 PER CM COMMENT. JGD iAULT POWER POLL 2"C RGS (3)-3/O+(1 )—#6(GRND) - -- I I ® 0 02/16/10 REV. LEASE AREA BS #333118 THHN, CU, 90°C LENGTH < 10' PER' APPROVED zD LANDSCAPING CITY 0 10/20/09 COMMENTS BS � Z I 0 09/22/09 LANDSCAPING CITY JGD PANEL "A" 'LOCATED AT ) 2P/200A ' � �I IW COMMENTS _ LEASE AREA I I III I I'I\ I V_ W 0 04/09/09 (E) POLE HT. REV. TO JGD SURGE I � �������' � I ��� � ~' ; 65 -7 PER RSC LEGAL WI I REV. 100% PER DRM SUPPRESSOR i �; o NEW TELCO 17x30 HH { 0 03/23/09 03-23-09. JGD EGR, MOUNTED ON PPC I w I I�I J I i I . Z i L,� I I�, - I CO: ROYAL STREET ►-a o _ 0 03/19/09 LEASE AREA ROTATED. JGD LOAD CENTER i I �� �,p Mp I �W' N I II,( PLANS PREPARED BY: 120/2�40V, 10, E.., I,I o I FW 3W, 200A I x I� °' Mp .up SW I I! (E) POWER POLE #334598; 3/4"C 2#12 + POWER P.O.C. ( 20/240V, I I � �, 1 PH, 3W 25Kv UN PVC { W; 3/4 C 2#12 + 1 #12 (GRND.) 1 #12 (GRND.) ' ������� I 1 -3" UG DUCT 60" TO I I i J LIGHT LEASE AREA I I 0 PRIMARY GROWTH II I I III i 32 ExECLMVE PACHrrECTME IW suN�nv,I IITE 110, RME, C 9 6U MO 2 C, 6#2 + 1 #6(NEUTRAL)+1 #6 II I,P (E) UTILITY POLE #333140; I CELL MOD (G R N D.) CLASS B OR C I TELC O P.O.C. VE R I ZO N AERIAL M MP mill—_ MP I W I ! TEL 949-475 1000 FAX 949-475-1001 CELL STRANDED, TYPE THHN I! SPLICE 200 Pr T15480. I I! II I', CONSULTANT: r - - - T T-T _.. _ - T -T- T --�-----T T. T -.r-- T---`"---T---- T---T - T _ T, �7 r�+�T T T T- T- T_ T T T- T T T T-_--f T 7 T T T T - T L.. ���-- ____ ______-___ �O�7- r'SL� �H VW - - P9&R PCLL 33140 VAL UE ®® #334598 5' (TELCO I I /G RUN).JJ ` 1 LLVV V/ V I\VIV� SINGLE LINE DIAGRAM 4 UTILITY PLAN NORTH 1"=SCA2o 0 20' GENERAL UTILITY NOTES: 2 8 MOUNTING SURFACE PANEL MDP SEE 'NOTE' A.I.C. SYM i _ 120/240 VOLTS 1 PHASE 3 WIRE 60 HZ MAIN 200A 2P BUS 200A 1 . UTILITY POINTS OF SERVICE AND WORK/MATERIALS SHOWN ARE BASED VOLT AMPS R L o B c c B o L R VOLT AMPS UPON INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR OTHER E T L K I I K L T E OTHER BID PURPOSES ONLY. DRAWN BY: CHK.: APV.: - - PHASE A PHASE B C G E R R R R E G C PHASE A PHASE B ' MODCELL UNIT 1 1 2 100 2 MODCELL GROWTH 7000 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND 8950 # 2 100 JGD BOK DKD ' ® 1/3 8950 - - - 3 4 20 3 LIGHTING 178 EXACT WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY SPACE 5 6 20 1 4 RECEPTACLE 720 ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNIS ucENsuRE: ' IIIIIIL 1 1 I I 7 8 SPACE AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE { PAD BARRIERS POLE II 1 II II ,< II I 1 I s 10 ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER , $�$ —� _ $ $ H ACKFILL PAY ALL UTILITY COMPANY FEES AND INCLUDE 4 4 + — + __- _ 11 12 RISERS, TRENCHING, B S� AR I I I ALL REQUIREMENTS IN SCOPE OF WORK. 13 14 _ O �IIM�Iti1 5 � W 15 16 3. SEE TITLE SHEET (T1 ) FOR UTILITY PROVIDERS FOR THIS PROJECT. Q L'J 1 4co W 1s 20 SINGLE LINE DIAGRAM NOTES: ExP. >>�>> i c-� i E/T- E/T F 21 22 A 120 208-240V 1 3W. of CA��F 1 . SERVICE POWER SHALL BE 200 / , 23 24 ® �`� SPACE 2s 2s SPACE 2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN THE DEAD © 7 2 3 8950 8950 VA/LINE 7720 178 FRONT OF THE PPC. PHASE A= PHASE B= 9128 VA SHEET TITLE: 16670 VA 4. PROVIDE A MIN. 36" WORK CLEARANCE IN FRONT OF PANELS AND CONTINUOUS LOADS NON-CONTINUOUS LOADS UP TO 10KVA 720 x1.00= 720 SERVICE EQUIPMENT. UTILITY PLAN, ELECTRICAL KEYNOTES 17900 x1.25= 22375 RECEPTACLES OTHER 178 x1.00= 178 'ROYAL STREET' 20AMP GFCI DUPLEX REMAINDER - xO.50= - 5. ALL BREAKERS IN THE PANEL ARE TO BE RATED TO MATCH OR EXCEED T E NOTES, PANEL SCHEDULE 01 ROYAL STREET' EQUIPMENT CABINETS O RECEPTACLE MOUNTED INSIDE TELCO TOTAL DESIGN KVA= 23.27 TOTAL DESIGN AMPS= 96.97 AIC RATINGS AS REQ'D BY THE SERVICE PROVIDER, 240V MAX, 75° C. FULLY & SINGLE LINE DIAGRAM HALOGEN LIGHT BY 'HUBBELL', QUARTZLITER BOX. TYP. OF 1 . * RATED. e REDUNDANT SYSTEM. ONLY ONE UNIT WILL OPERATE AT ANY GIVEN TIME 6. ALL WIRING SHALL BE TYPE THHN OR THWN CU., 75 C. O QL SERIES #QL505, 300/500 WATTS, WIDE 6 PANEL "A" (REFER TO "PANEL SCHEDULE") sHEET NUMBER: O BEAM, 3 TOTAL. NOTE: 7. CONDUIT REQUIREMENTS (TYP., U.N.O.): ROYAL STREET 1 GANG TOGGLE O 'ROYAL STREET' POWER PROTECTION O SWITCH, WEATHER PROOF. AIC RATING FOR NEW METER AND/OR PANEL BOARDS MUST MATCH OR CABINET WITH EGR. EXCEED THE RATINGS AS DETERMINED BELOW: A. UNDERGROUND: PVC (SCH. 40 OR SCH. 80). 'ROYAL STREET' GPS ANTENNA MOUNTED 1 . AIC RATINGS AS REQUIRED BY THE SERVICE PROVIDER. B. INDOOR: EMT (RGS IN TRAFFIC AREAS). O4 'ROYAL STREET' TELCO PANEL/SMPOE & O8 ON COAX CABLE ARCH TRAY. 2. AIC RATING OF THE EXISTING LOAD/METER/SWITCH GEAR EQUIPMENT. C. OUTDOOR (ABOVE GRADE): RGS * NIU CABINET ON - CMU WALL LIGHTN POWER LAYOUT SCALE: 5 PANEL SCHEDULE 3 ELECTRICAL NOTES 2 ING NORTH va 1 -0 0 2 a TRENCH NOTES GROUNDING NOTES t GALV. STEEL WELL COVER Royal Street 1 . CONDUIT BANDS TO HAVE MIN. RAID. IN FEET EQUAL TO DIA. HARGER #10PS OR EQUAL OF CONDUIT IN INCHES. 1 . ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING FIN. GRADE 4/0 STRANDED BCW- DRAWN Communications INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE BARE COPPER CONDUCTOR 2" DIA. = 24" RAD., ETC. SPECIFIC CONDITIONS. VSC2QV3C CADWELD CONNECTION 2. NO CONDUIT RUN TO HAVE OVER TWO 90" BENDS, IF WITH C 5 CADWELD CONNECTION FOR 2WEL 0 STEEL PIPE WITH California, LLC NECESSARY TO HAVE TWO 90 BENDS, INSERT ACCESSIBLE PULL 2. ALL EXTERIOR GROUNDING AND TOP OF GROUNDING RODS WITH C150 WELD METAL C115 WELD METAL - BOX IN RUN. CONTACT TELEPHONE ENGINEER FOR PULL BOW SHALL BE BURIED TO A MINIMUM DEPTH OF 1 '-6" BELOW z NO. 5810, 5/8" x 10' 2913 EL CAMINO REAL,#561 FINISH GRADE, ELECTRIC METER GROUND EXCEPTED. N LOOP GROUND RING IN WELL 18 COPPER CLAD GROUND ROD TUSTIN, CA92782 SIZING. - MIN. FOR TESTING 4/0 STRANDED BCW, BARE SOFT 3. ALL GROUNDING CONDUCTORS SHALL BE #2 SOLID BARE r DRAWN COPPER CONDUCTOR 3. ALL CONDUITS SHALL BE LEFT CLEAN, DRY, AND FREE OF TINNED COPPER. PROJECT INFORMATION: DEBRIS OR OTHER OBSTRUCTIONS. A PULL LINE EQUIVALENT TO N SSC1T CADWELD MOLD �� GROUND ACCESS WELL WITH C32 WELD METAL NO. 14 AWG- 3/16 POLYPYLENE AND CONDUIT MEASURING 4. GROUND SYSTEM MUST BE INDEPENDENTLY TESTED AND HARGER ACCESS S OR EQUAL TAPE. SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS ,SUBMITlei GROWN CiOLO 879882 4. APPROVED PLASTIC IS SPECIFIED IN UNDERGROUND AN INDEPENDENT FALL OF POTENTIAL TESTING REPORT. 4/0 STRANDED BCW- DRAWN VSC1TV3C CADWELD CONNECTION HOMEOWNERS CONSTRUCTION, CONDUITS, PLUMBER'S FITTING, WATER AND GAS 5. NOTIFY PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES BARE COPPER CONDUCTOR FOR 1 1/4"-4" 0 STEEL PIPE �+ �+ PIPES MUST NOT BE USED. INSTALLING GROUNDING SYSTEM DU TO SITE SOIL ',CONDITIONS. GROUND RING PER PLAN WITH C45 WELD METAL LA3636A PCC 1 T1 T CADWELD MOLD 5. CONDUIT TERMINATED ON A POLE MUST BE TURNED UP 1 " 6. CHEMICAL GROUNDS SHALL BE XIT, CHEM-ROD Off APPROVED WITH C45 WELD METAL ABOVE THE FINISH GRADE, IN THE OPPOSITE QUADRANT FROM EQUAL, WHEN REQUIRED. USE MUST BE APPROVED BY PROJECT CADWELD TYPE "GY" MOLD 4/0 BCW, SOLID SOFT 77820 DESERCALIFT, CA 221 ANY POWER SERVICES. MANAGER. GROUND ROD PER PLAN DRAWN COPPER CONDUCTOR PALM DESERT, CA 92211 6. CONDUIT PLACED IN SAME TRENCH WITH POWER CONDUIT 4/0 STRANDED BCW- DRAWN 7. ALL UNDERGROUND GROUNDING CONNECTORS ARE'',, TO BE NOTE• BARE COPPER CONDUCTOR CURRENT ISSUE DATE: MUST BE SEPARATED BY NOT LESS THAN 12" OF WELL PACKED CADWELDED ABOVE GRADE GROUNDING SHALL BE EITHER FILL GROUND WELL WITH NATVE DIRT OR 3" OF CONCRETE, AND HAVE NOT LESS THAN 30" OF CADWELD OR MECHANICAL. AS SPECIFIED ON DRAWINGS. SOIL TO COVER ROD AND WIRE COVER. 04/02/10 7. APPROVED PLASTIC CONDUIT 8. ALL GROUNDING INSTALLATION IS TO BE IN ACCORDANCE P.V.C. SCH. 40 PTS 66 PTS 66 5" WITH THE NEXT EL STANDARD DABD THE PROJECTS AND MANAGER. GROUND ROD AND WELL SCALE: 5 GROUNDING CONNECTIONS SCALE: 1 ISSUED FOR: „ SUPPLEMENTS PROVIDED G OU O NONE NONE A.B.S. D.B. P&C DUCT PTS 77 4 PRIVATE PROPERTY PUBLIC STREET 9- GROUNDS AREA TO BE INSTALLED A MINIMUM OF 2'-0" FROM 8. THE TELEPHONE COMPANY RESERVES THE RIGHT TO REFUSE SHELTER OR TOWER. PLAN CHECK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO USE CONDUIT THAT DEVIATED FROM PLANS AND » 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10. GATE GROUNDING FLEX CONNECTOR`. REF. CADWELD CATALOG o nn 0 T) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oo i o 0 0 0 0SPECIFICATIONS 0 Cv P 4 �i 6 � C6 � o N #AQ402 FOR GATE/POST FLEX CONNECTOR (EXAMPLE: PART o o Cv vi r co 0 M - - - - N N Cv N REV.: -DATE: DESCRIPTION: BY: NO. A239FC25-Y-XL FOR 3" POST). I I DELETE 'Rsc' NEW GATE. KEYNOTES. 1 .000 1 .500 i i i I ACCESS TO SHARE WITH 1 1 . GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER 0 04/02/10 (E) 'SPRINT' GATE PER JGD 1 'ROYAL STREET' PRIMARY MODCELL CABINET O V4.0 MANUFACTURERS RECOMMENDATIONS, OR AT GROUNDING I I I CROWN CASTLE & CITY POINTS PROVIDED 2 MINIMUM . ( ) ' 4 0 03/15/10 'RSC' LEASE AREA 17x12 JGD 12. CONTRACTOR TO PROVIDE CERTIFICATION THAT GRbUNDING ' - NOT 19x12 O ROYAL STREET BATTERY CABINET 0.000 _ - - - IM SYSTEM HAS BEEN INSTALLED TO ACHIEVE < 5 OHMS 0.500 _ 0 03/10/10 REV. ELECTRICAL SHT JGD RESISTANCE. 1 .125 _ \� _ � \ PER LE COMMENT. O3 FUTURE 'ROYAL STREET' GROWTH MODCELL CABINET V4.0 __ - _ 1 .250 =_ - r �� � �� 1 � o 02/1 s/1 o REV. LEASE AREA BS ' GROUNDING LEGEND -- - - 2.000 - - - PER APPROVED ZD O4 FUTURE ROYAL STREET BATTERY CABINET 2.875 _ _ _ - __ LANDSCAPING CITY • MECHANICAL CONNECTION. 3.500 - 0 10/20/09 COMMENTS Bs O5 'ROYAL STREET' MAIN ANTENNA BUS 6 4 4.000 0 09/22/os LANDSCAPING CITY JGD E3 E3 EXOTHERMIC WELD (CADWELD/THERMOWELD) CONNECTION. +O COMMENTS O ' 5/8"0 x 10'-0" COPPER, OR COPPER CLAD STEEL 4370 (5 / / '- " PER R LEGAL POWER PAN WITH EGR s5 �LE HT. REV. TO 6 ROYAL STREET 0 ER EL - .437� (56) o 04 os os JGD ® GROUND ROD AT 10' 0" O.C. (MAX) NO. R4150A4 INSULATOR REV. 100% PER DRM O7 'ROYAL STREET' TELCO PANEL ON CMU WALL 24 GROUND BAR ASSEMBLY o 03/23/os 03-23-09. JGD GROUND ROD INSPECTION WELL NO. WBKT1 WALL BRACKET MANUFACTURER: HARGER CO: 'ROYAL STREET' ® 0 03/19/09 LJGD LEASE AREA ROTATED. O SECOND TELCO PANEL (NIU) ON CMU WALL -0- 2 0 BCW UNLESS OTHERWISE SPECIFIED . PLANs PREPARED BY. / ( ) /' GROUND D BAR R ASSEMBLY SCALE: 2 24 G OU O 2/0 BCW GROUND RING, BURIED AT 30" BELOW GRADE NOTE: NONE � 'ROYAL STREET' TO PROVIDE 3/4" FIRE RATED PLY BB ONE BUS y 10 'ROYAL STREET' ANTENNAS BAR THAT FITS #6 SOLID GROUND, (BUS BAR MUST 13 GROUNDED), j ONE SOLID INSULATED #6 GROUND ATTACHED TO GROUNDED BUS 0 p0 3/8" SS LOCK WASHER, PACIFIC ' 7 4 BAR W A 6 COIL. o o 0 0 0 o 0 o 0 0 0 o o o • ` 11 ROYAL STREET 6 GROUND BAR AT ANTENNA SECTOR / oo o 0 o o 0 o 0 0 0 Lo no ANDREW PART N0. SWL-03 E3 E3 o Ln Ln Lo Ln Ln Lo Ln Ln Lo Ln 66 N r-i 4 Sri Co r 06 0i N ARCHITECTURE I ENGINEERING I CONSULTING 12 #2 AWG, GREEN INSULATED COPPER GROUND WIRES I s2 EXECUTIVE PARK, SUITE 110, IRVINE, CA 92614 NO. R415OA4 INSULATOR I I I I I ( I TEL:949-475-1000 FAX:949-475-1001 3/8 X 3/4 SST AT BOLT, O13 'ROYAL STREET' GROUND BUS 6 4 1 g FOR SURGE ' 'ANDREW' PART NO. SB-0305-AT E3 E3 ARRESTOR 13 TO ANTENNA CONSULTANT: GROUND BUS 0.000 14 'ROYAL STREET' MASTER GROUND BUS 2 `� 12 14 0.500 _ - { E3 E3 18 1 .125 KEY FOR TAMPER RESISTANT BOLT, 1 .250 / 'ANDREW' PART NO. ATKEY 15 ROYAL STREET SERVICE LIGHTS, TYP. OF 3. -- _ _ _ -- __ - = 2.000 -- 1 I } 16 ' 2.500 2.875 ROYAL STREET' CMU WALL ENCLOSURE t 4.500 - - - -� _ - / 0 0 17 ROYAL STREET ELEVATED COAX CABLE TRAY O+ O O+ G G G G G- G 0 .562� 4 NOTE: 1 g 'ROYAL STREET' GPS ANTENNA ON CLEAR TOP j 1 l / .4370 (26) - NUMBER OF BOLTS TO BE USED O NO. WBKT1 WALL BRACKET AS REQUIRED. OF ELEVATED COAX CABLE TRAY. i 9 USE BOLTS WHERE APPLICABLE DRAWN BY: CHK.: APV.: O19 'ROYAL STREET' 2-2"0 CONDUIT STUB-UPS % � - -- -, �t= �= =�� - % 12" GROUND BAR ASSEMBLY I - MANUFACTURER: HARGER JGD BOK DKD t� III O III 1 1 �I 4 I� I� - _ _ - �I I 2 I % LICENsuRE: I #I II I� /, 11 SCALE: scALE: 11 TYP. I - - -JI I ¢�_ _� I� _ _�_ /, 12 GROUND BAR ASSEMBLY 6GROUND BAR M NTING 3 1NONE O U NONE T TWO-HOLE COMPRESSION LUG S�-0 ARcyi II 1 I I r,r 1 r, O K D NO. WBKT1 WALL BRACKET r, 0 0 0 0 00 't 0 00 00 00 USE TAMPER * j 0 NO. R415OA4 INSULATOR o r �? u `n� `n 6 OR 2 GND C-18 / # # RESISTANT BUSSs S EXP. 11 11 BOLT KIT; 3/- CD c ' o \ \ \ NV y F CA 15 LOCK WASHER _ _ _ I _ f12 S \ o o � (oTYP.10 NOTE:TYP. NO HOMERUN LOCK WASHER SHEET TITLE: GROUND LEADS 6 GROUND BAR OR USE TAMPER 13 INSIDE (E) TOWER. 1 [0.000]0 - METAL ENCLOSURE RESISTANT BUSS 9 19/32" [0.594] BOLT KIT; 3/- GROUNDING PLAN, NOTES, 7 1-13/32" [1 .406] I - - =4 2" [2.000] - USE 1/4" FOR ATTACHEMENT TO METAL LEGEND AND ELECTRICAL , 8 2-19/32" [2.594] ENCLOSURES & 3/8" FOR ATTACHMENT DETAILS I 3-13/32" [3.406] TO GROUND BARS a I___G G G 4„ [4.000] TO 'ROYAL STREET' � INSTALLATION NOTES: GROUND RING �/ 7/16"0 MOUNTING HOLE (2) 1 . BOLTS, WASHERS, AND NUTS SHALLBE STAINLESS STEEL. SHEET NUMBER: v v 1/4"0 HOLE (TYP. OF 32) T2.HREADS SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED 6" GROUND BAR ASSEMBLY 3. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF TYPICAL ANTENNA GROUNDING MANUFACTURER: HARGER LUG CONTACT. Oil, 4. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. W, SCALE: SCALE: SCALE: GROUNDING PLAN NORrH 3/S" -0.. 0 16' 32. 8 611 GROUND BAR ASSEMBLY NONE 7 GROUNDING TO GROUND BAR NONE 4 ° A AMP(S) Royal Street 26. SPECIAL RECEPTACLE FOR CONNECTION TO PORTABLE EMERGENCY AF AMP FUSE 1 . THE SEISMIC BRACING AND ANCHORAGE OF ELECTRICAL CONDUITS AND 12. ALL EQUIPMENT MOUNTED ON ROOF FOR CONNECTION TO PCS GENERATOR WHEN SPECIFIED SHALL BE 200 AMPERE, THREE-WIRE, Communications WIRE WAY SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, EQUIPMENT SHALL BE MOUNTED ON UNISTRUT STANDS UTILIZING APPROVED THREE-POLE, REVERSE SERVICE, PIN AND SLEEVE TYPE WITH MOUNTING BOX. AFF ABOVE FINISHED FLOOR CHAPTER 23 AND "GUIDELINE FOR SEISMIC RESTRAINTS OF MECHANICAL PITCH POCKETS, FLASHING, ETC. VERIFY TYPE OF EMERGENCY GENERATOR CONNECTION WITH CONSTRUCTION AIC "AMPERES INTERRUPTING CAPACITY" California, LLC SYSTEMS AND PLUMBING PIPING SYSTEMS," PUBLISHED BY SMACNA AND PPIC, MANAGER. OR THE SUPERSTRUT-SEISMIC RESTRAINT, OR THE KIN-LINE SEISMIC RESTRAINT 13. ALL FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT SHALL BE AS AMP SWITCH 2913 EL CAMINO REAL,#561 SYSTEM. MADE BY THE CONTRACTOR. 27. RIGID GALVANIZED STEEL CONDUIT SHALL BE FULL WEIGHT THREADED ASCC AVAILABLE SHORT CIRCUIT CURRENT TUSTIN, CA92782 TYPE. ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN WALLS OR CEILING 2. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL 14. COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION OF THEIR SPACES WHERE NOT SUBJECT TO MECHANICAL DAMAGE. PVC SCHEDULE 40 MAY C. "CONDUIT", WITH CONDUCTORS AS REQUIRED PROJECT INFORMATION: BE LISTED BY UNDERWRITER'S LABORATORIES (UL) AND BEAR THEIR LABEL, OR BE INSTALLED BENEATH SLAB OR BELOW GRADE. FLEXIBLE STEEL CONDUIT MAY BY DRAWINGS OR SPECIFICATIONS. RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE CONNECTION TO EQUIPMENT LISTED AND CERTIFIED BY A NATIONALLY RECOGNIZED TESTING AUTHORITY REQUIRING ELECTRICAL CONNECTIONS. REVIEW THE DRAWINGS OF OTHER TRADES BE USED AT OUTLET CONNECTIONS WITH NO RUNS LONGER THAN SIX FEET. AN C 0 "CONDUIT ONLY". PROVIDE PULL ROPE FOR CROWN COLO 879882 WHERE UL DOES NOT HAVE A LISTING. CUSTOM MADE EQUIPMENT SHALL HAVE AND LOCATION OF EQUIPMENT. EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL CONDUITS. ALL EMPTY CONDUIT AS REQUIRED. HOMEOWNERS COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY. IN ADDITION, THE MATERIALS, EQUIPMENT, AND INSTALLATION SHALL ELEV ELEVATION LA3636A COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING: 15, EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND OPENINGS 28. RIGID GALVANIZED STEEL CONDUIT FITTINGS SHALL BE THREADED AND IN CONCRETE WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE THOROUGHLY GALVANIZED. ELECTRICAL METALLIC TUBING (EMT) CONDUIT EMT ELECTRICAL METALLIC TUBING CONDUIT 77820 CALIFORNIA DR., AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AS DIRECTED BY THE STRUCTURAL ENGINEER. PERFORM CORING, SAWCUTTING, FITTINGS SHALL BE STEEL, RAINTIGHT THREADLESS COMPRESSION TYPE. DIE KW "KILOWATT" PALM DESERT, CA 92211 INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) PATCHING, AND REFINISHING OF EXISTING WALLS AND SURFACES WHEREVER IT CAST, SET SCREW, OR INDENTER TYPES ARE NOT ACCEPTABLE. FLEXIBLE STEEL CURRENT ISSUE DATE: IS NECESSARY TO PENETRATE. OPENINGS SHALL BE SEALED IN AN APPROVED CONDUIT FITTINGS SHALL BE MALLEABLE IRON CLAMP, SQUEEZE TYPE OR STEEL KVA KILOVOLT AMPERES NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) METHOD TO MEET THE FIRE RATING OF THE PARTICULAR WALL, FLOOR OR TWIST-IN TYPE WITH INSULATED THROAT. SET SCREW TYPE IS NOT ACCEPTABLE. AMERICAN STANDARD ASSOCIATION (ASA) CEILING. EXACT METHOD AND LOCATIONS OF CONDUIT PENETRATIONS AND MCC MOTOR CONTROL CENTER 04/02/10 FIRE PROTECTION AGENCY (NFPA) OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE U.L. APPROVED. DO NOT AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) CUT OR BREAK ANY EXISTING REINFORCING BARS IN EXISTING CONCRETE OR 29. ALL CONDUCTORS SHALL BE COPPER #10 AWG MINIMUM SIZE, TYPE O.C. "ON CENTER" CALIFORNIA ELECTRICAL CODE (CEC) - LATEST EDITION MASONRY. IF IN DOUBT REGARDING LOCATION OF REINFORCING, THEN THHN/THWN THERMOPLASTIC, 600 VOLT, 75 DEGREES CELSIUS WET AND 90 P POLE ISSUED FOR: CALIFORNIA CODE OF REGULATIONS TITLE 24 (CCR) CONTRACTOR, AT CONTRACTOR'S EXPENSE, SHALL UTILIZE X-RAY, DEGREES CELSIUS DRY AND U.L. LISTED UNLESS NOTED OTHERWISE. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) ULTRA-SOUND, OR OTHER AVAILABLE TECHNOLOGY TO LOCATE EXISTING CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG PNL PANEL PLAN CHECK ALL LOCAL CODES AND ORDINANCES OF AGENCIES HAVING JURISDICTION. REINFORCEMENTS PRIOR TO DRILLING OR CORING OPERATIONS. AND LARGER SHALL BE STRANDED. RGS RIGID GALVANIZED STEEL CONDUIT F I WHERE THE CODES HAVE DIFFERENT LEVELS OF REQUIREMENTS, THE MOST T TRANSFORMER REV.: -- DATE:- DESCRIPTION: BY: STRINGENT RULE SHALL APPLY. 16. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC SEPARATIONS: 30. JUNCTION AND PULL BOXES: FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE GALVANIZED ONE-PIECE DRAWN STEEL KNOCKOUT TYPE WITH UNLESS NOTED OTHERWISE DELETE 'RSC' NEW GATE. LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN DRY INTERIOR LOCATIONS. UNO ACCESS TO SHARE WITH REMOVABLE MACHINE SCREW SECURED COVERS. FOR OUTSIDE DAMP OR o 04/02/10 E 'SPRINT' GATE PER JGD LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN AREAS EXPOSED TO WEATHER, SURFACE LOCATIONS, BOXES SHALL BE HEAVY CAST ALUMINUM OR CAST IRON V "VOLTS" CROWN CASTLE' & CITY 3. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS INDICATED DAMP LOCATIONS, CONNECTIONS TO TRANSFORMER ENCLOSURES, AND FINAL WITH REMOVABLE GASKETED NON-FERROUS MACHINE SCREW SECURED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONNECTIONS TO MOTORS. PROVIDE A SEPARATE INSULATED EQUIPMENT COVERS. BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF W WIRE 0 03/15/10 'RSC' LEASE AREA 17x12 GROUNDING CONDUCTOR IN FLEXIBLE CONDUIT RUNS. MAXIMUM LENGTH NOT 19x12 JGD EXISTING CONDITIONS AND BY SUBMITTING A BID, ACCEPTS THE CONDITIONS SHALL BE SIX FEET UNLESS OTHERWISE NOTED. CONDUCTORS AND CONDUIT ENTERING THE BOX AND EQUIPPED WITH PLASTER REV. ELECTRICAL SHT UNDER WHICH HE SHALL BE REQUIRED TO PERFORM HIS WORK. EXTENSION RINGS WHERE REQUIRED. BOXES SHALL BE LABELED TO INDICATE WP WEATHERPROOF, NEMA 3R 0 03/10/10 PER CM COMMENT. JGD PANEL AND CIRCUIT NUMBER, OR TYPE OF SIGNAL OR COMMUNICATIONS 0 PHASE OR DIAMETER REV. LEASE AREA 17. ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE ACCESSIBLE CEILING SYSTEM. o 02/16/10 PER APPROVED ZD BS 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SPACES PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. r ELECTRICAL EQUIPMENT SHOWN DASHED IS EXISTING. LANDSCAPING CITY SET OF CONTRACT DOCUMENTS, ADDENDA, DRAWINGS AND SPECIFICATIONS. HE ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT A NEAT L_ - _-� 0 10/20/09 COMMENTS BS SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALL CAREFULLY APPEARANCE. 31 . ALL OUTDOOR ELECTRICAL DEVICES OR EQUIPMENT SHALL BE OF T TELEPHONE CONDUIT WITH PULL LINE IN PLACE. o 09/22/09 LANDSCAPING CITY JGD READ THE ENTIRE SPECIFICATIONS AND DETERMINE HIS RESPONSIBILITIES. WEATHERPROOF TYPE. COMMENTS FAILURE TO DO SO SHALL NOT RELEASE THE CONTRACTOR FROM DOING THE 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAWCUTTING, E ELECTRICAL CONDUIT WITH PULL LINE IN PLACE. 0 04/09/09 (E) POLE HT. REV. TO JGD WORK IN COMPLETE ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. TRENCHING, BACKFILLING, COMPACTION AND PATCHING OF CONCRETE AND 65'-7" PER RSC LEGAL ASPHALT AS REQUIRED TO PERFORM HIS WORK. ATTENTION IS CALLED TO 32. ALL CONNECTIONS TO GROUND BUSSES SHALL BE MADE W/CRIMP COAXIAL CABLE/WAVEGUIDE CONDUIT WITH REV. 100% PER DRM JGD THE FACT THAT THERE ARE EXISTING UNDERGROUND UTILITY LINES. THE TYPE COMPRE'SSION CONNECTORS (2 HOLE LUGS). BUSS SHALL BE DRILLED A PULL LINES) IN PLACE. o 03/23/09 03-23-09. 5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, CONTRACTOR SHALL USE EXTREME CAUTION WHEN TRENCH 0 03/19/09 ING FOR HIS WORK. TO ACCOMMODATE ALL CONNECTORS. Co: 'ROYAL STREET' LEASE AREA ROTATED. JGD CHARGES, AND INCIDENTAL COSTS NECESSARY FOR EXECUTION AND COMPLETION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND APPROVED G 4/0 BCW (UNLESS OTHERWISE SPECIFIED). OF ELECTRICAL WORK, INCLUDING ALL CHARGES BY STATE, COUNTY AND LOCAL REPAIR OF ANY AND ALL DAMAGES CAUSED BY HIM OR HIS WORK. PLANS PREPARED BY: GOVERNMENTAL AGENCIES. CONDUIT STUBBED OUT AND CAPPED, WITH 19. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, PULL LINE IN PLACE. EQUIPMENT DEVICES, CIRCUIT BREAKERS, GROUND FAULT PROTECTION SYSTEMS, CROSS LINES ON CONDUIT RUNS INDICATE NUMBER ° ' 6. THE CONTRA SHALL COORDINATE HIS WORK WITH OTHER TRADES AT ETC. (ALL MATERIALS), ARISES ON THE DRAWINGS OR SPECIFICATIONS, THE OF #12CURRENT CARRYING CONDUCTORS CONTAINED PACIFIC CONTRACTOR ' w THE SITE. ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID COORDINATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL THEREIN.TWO #12 AND ONE #12 GROUND WIRE ARE WHICH DIFFERS FROM THE WORK AS SHOWN ON THE DRAWINGS SHALL BE MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON INDICATED WHEN CROSS LINES ARE NOT SHOWN. ARCHn7ECTUREI ENGINEERING ICONSULTING INCURRED BY THE CONTRACTOR. ANY DISCREPANCIES, AMBIGUITIES OR THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE AND NUMERALS ADJACENT TO CROSS LINES ON CONDUIT 32 EXECUTIVE PARK, SUITE nO, IRVINE, CA 926U CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT DURING OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND ARCHITECT/ENGINEER. RUNS INDICATE SIZE OF CONDUCTORS IN LIEU OF TEL.90-475-1000 FAX:949-475-1001 BID TIME FOR CLARIFICATION. ANY SUCH CONFLICTS NOT CLARIFIED PRIOR TO #12. ALL CONDUITS SHALL CONTAIN ONE GROUND BID SHALL BE SUBJECT TO THE INTERPRETATION OF THE ARCHITECT AT NO 20. UTILITY PENETRATIONS, OF ANY KIND, IN FIRE ANC SMOKE PARTITIONS, WIRE SIZED PER C.E.C. TABLE250-95, BUT NOT CONSULTANT: ADDITIONAL COST TO THE OWNER. NON-RATED CEILINGS, AND/OR NON-RATED WALLS, SHALL BE FIRESTOPPED SMALLER THAN #12. AND SEALED WITH AN APPROVED MATERIAL SECURELY INSTALLED. B-1 ,3 CONDUIT HOME RUN TO PANELBOARD. LETTER 7. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE v > AND NUMERALS INDICATE ELECTRICAL PANEL RECORD SET OF DRAWINGS. UPON COMPLETION OF THE WORK, A SET OF AND CIRCUIT NUMBER. REPRODUCIBLE CONTRACT DRAWINGS SHALL BE OBTAINED FROM THE ARCHITECT, 21 . STRAIGHT FEEDER, BRANCH CIRCUIT, AND CONDUIT RUNS SHALL BE AND ALL CHANGES AS NOTED ON THE RECORD SET OF DRAWINGS SHALL BE PROVIDED WITH SUFFICIENT PULL BOXES OR JUNCTION BOXES TO LIMIT THE ISOLATED GROUND WIRE. RUN IN ADDITION TO REGULAR INCORPORATED THEREON WITH BLACK INK IN A NEAT, LEGIBLE, UNDERSTANDABLE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 100 FEET. PULL BOXES GROUND WIRE. AND PROFESSIONAL MANNER. FAILURE TO KEEP RECORD DRAWINGS UP-TO-DATE SHALL BE SIZED PER CODE OR AS INDICATED ON DRAWINGS. LOCATIONS SHALL CONSTITUTE CAUSE FOR WITHHOLDING OF PROGRESS PAYMENTS. SHALL BE DETERMINED IN THE FIELD OR AS INDICATED ON THE DRAWINGS. RECESSED COMMUNICATION TERMINAL CABINET. DRAWN BY: CHK.: APV.: ^ SURFACE MOUNTED COMMUNICATION TERMINAL CABINET. 8. ALL INTERRUPTION OF ELECTRICAL POWER SHALL BE KEPT TO A MINIMUM. 22. MAXIMUM NUMBER OF CONDUCTORS IN OUTLET OR JUNCTION BOXES JGD BOK DKD HOWEVER, WHEN AN INTERRUPTION IS NECESSARY, THE SHUTDOWN MUST BE SHALL CONFORM TO THE CALIFORNIA ELECTRICAL CODE, ARTICLE 370-6. JUNCTION BOX PEDESTAL TYPE FLOOR MOUNTED. COORDINATED WITH THE OWNER 14 DAYS PRIOR TO THE OUTAGE. ANY OVERTIME LICENSURE: PAY SHALL BE INCLUDED IN THE CONTRACTOR'S BID. WORK IN EXISTING SWITCHBOARDS OR PANELBOARDS SHALL BE COORDINATED WITH THE OWNER TELEPHONE TERMINAL BACKBOARD "TTB". 3/4 ® INCH SANDED AND PAINTED CDX PLYWOOD, PRIOR TO REMOVING ACCESS PANELS OR DOORS. 23. IDENTIFICATION NAMEPLATES SHALL BE MICARTA 1 /8 INCH THICK AND OF 4' X 8' UNLESS NOTED OTHERWISE. o AR APPROVED SIZE WITH BEVELED EDGES AND ENGRAVED WHITE LETTERS A `' Nx. MINIMUM OF 1 /4 INCH HIGH ON BLACK BACKGROUND. NAMEPLATES SHALL BE FOR IT INDICATED ON PLANS. PROVIDED FOR ALL CIRCUITS IN THE SERVICE DISTRIBUTION AND POWER GFP GROUND FAULT PROTECTION DEVICE. 9. SHOP DRAWINGS SHALL BE SUBMITTED EMS IND DISTRIBUTION SWITCHBOARDS OR PANELBOARDS, DISCONNECTING SWITCHES, 01 SHOP DRAWINGS SHALL INCLUDE ALL DATA WITH CAPACITIES, SIZES, DIMENSIONS, 15 TRANSFORMERS, TERMINAL CABINETS, TELEPHONE CABINETS, ETC. ALL EXP. 11/11 �Q- CATALOG NUMBERS AND MANUFACTURERS BROCHURES. PULL BOXES JUNCTION • MECHANICAL CONNECTION. �qTF NAMEPLATES SHALL BE ATTACHED WITH SCREWS of CAS BOXES, AND DEVICE BOXES SHALL BE MARKED WITH A PERMANENT MARKER. EXOTHERMIC/CADWELD CONNECTION. 10. AFTER ALL REQUIREMENTS OF THE SPECIFICATIONS AND/OR THE ® 5/8"0 x 10'-0" COPPER, OR COPPER CLAD DRAWINGS HAVE BEEN FULLY COMPLETED, REPRESENTATIVES OF THE OWNER 24. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL STEEL GROUND ROD AT 10'-0" O.C. (MAX) SHEET TITLE: WILL INSPECT THE WORK. THE CONTRACTOR SHALL PROVIDE COMPETENT BE COORDINATED WITH THE DETAILS, OR SECTIONS PRIOR TO INSTALLATION. PERSONNEL TO DEMONSTRATE THE OPERATION OF ANY ITEM OR SYSTEM TO ® GROUND ROD INSPECTION WELL THE FULL SATISFACTION. FINAL ACCEPTANCE OF THE WORK WILL BE MADE BY ELECTRICAL NOTES, THE OWNER AFTER RECEIPT OF APPROVAL AND RECOMMENDATION OF 25. DRAWINGS ARE DIAGRAMMATIC ONLY. ROUTING OF CONDUITS, RACEWAYS, ACCEPTANCE FROM EACH REPRESENTATIVE. CABLE TRAYS, AND/OR LADDER RACKS SHALL BE AT THE DISCRETION OF THE CONNECTION A GROUND, MINIMUM TWO (2) OF THE SYMBOLS & DETAILS CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH � FOLLOWING: EARTH, BUILDING, COLD WATER PIPING. 11 . THE CONTRACTOR SHALL FURNISH A ONE YEAR WRITTEN GUARANTEE OF OTHER SECTIONS. DO NOT SCALE THE ELECTRICAL DRAWINGS FOR LOCATIONS VERIFY CONTINUITY FOR ALL GROUND SOURCES WITH MATERIALS AND WORKMANSHIP FROM THE DATE OF SUBSTANTIAL COMPLETION. OF ANY ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, OR MECHANICAL ITEMS - A TOTAL RESISTANCE OF < 5 OHMS. SHEET NUMBER: OR FEATURES. rE] MANUAL TRANSFER SWITCH (MTS) OR DISCONNECT. SS THERMAL OVERLOAD MOTOR STARTER SWITCH. 2 ABBREVIATIONS & SY O S MB L 1 ELECTRICAL GENERAL NOTES