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HomeMy WebLinkAbout10141222.pdfCITY OF SANTA ANA S,y�T�l 17TH STREET 9r�q SITE--\ T_ Al BOULEVARD 5TH STREET 4TH SANTA Al A STREET 1ST. STREET r M uj Wcn o <c m EDINGER AVENUE a Z J `)Of © m U 55 WARNER AVENUE P � �Py h I*kwl7►�iI_1 FROM JOHN WAYNE AIRPORT (ORANGE COUNTY): TAKE THE 405 FREEWAY NORTH TOWARDS LONG BEACH TO THE 55 FWY NORTH TOWARDS RIVERSIDE, MERGE ON TO THE 5 FWY NORTH TOWARDS LOS ANGELES, EXIT GRAND AVE./SANTA ANA BLVD., TURN LEFT ON SANTA ANA BLVD., PROCEED TO CIVIC CENTER PLAZA. PROCEED TO SITE ADDRESS. THOMAS BROTHERS MAP 'A : •—E2 (ORANGE COUNTl 1 J S print PCS Assets LLC An A THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR SPRINT SPECTRUM'S PERSONAL COMMUNICATION SERVICES (PCS) WIRELESS TELECOMMUNICATIONS NETWORK. A TOTAL OF SIX ANTENNAS BEHIND RF TRANS. SCREENING MOUNTED TO AN EXISTING PARAPET WALL AND FOUR EQUIPMENT CABINETS ARE PROPOSED AT THIS SITE. THE EQUIPMENT WILL BE MOUNTED ON THE FOURTH FLOOR OF THE EXISTING PARKING STRUCTURE BEHIND A NEW SCREEN WALL. 'A PROJECT DESCRIPTION Oj l� �1 APPLICANT/LESSEE SPRINT PCS ASSETS LLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 SPRINT WIE: CONTACT: CHAWN KUTSCHBACH OFFICE PHONE: (949) 623-5013 OFFICE FAX: (949) 623-5317 EMAIL: ckutsc01 @sprintspectrum.com SPRINT PROPERTY SPECIALIST: CONTACT: AMY KAGEL OFFICE PHONE: (949) 623-5026 OFFICE FAX: (949) 623-5317 EMAIL. akagel0l@sprintspectrum.com SPRINT RF ENGINEER: CONTACT: CESAR TANSENGCO OFFICE PHONE: (949) 623-5884 OFFICE FAX: (949) 623-5166 EMAIL: Ctonse0l@sprintspectrum.com PROPERTY INFORMATION OWNER: PARK TOWER CENTER ADDRESS 1200 N. MAIN STREET #900 SANTA ANA, CA 92701 CONTACT: MIKE HARRAH PHONE: 714-543-9484 AREA OF CONSTRUCTION: 226± SQ. FT. OCCUPANCY TYPE: U—UTILITY CONSTRUCTION TYPE: V—N CURRENT ZONING: COMMERCIAL ZONING APPLICATION #: A.P.N.: 398-253-06 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. CALIFORNIA ADMINISTRATIVE CODE (INCL TITLES 24 & 25) 2. CALIFORNIA BUILDING CODE 2001 CBC 3. CALIFORNIA MECHANICAL CODE 2001 CMC 4. CALIFORNIA PLUMBING CODE 2001 CPC 5. NATIONAL ELECTRIC CODE 2001 6. ANSI / EIA-222—F LIFE SAFETY CODE NFPA-101-1997 7. CITY / COUNTY ORDINANCES AND BUILDING CODES CODE COMPLIANCE CIVIL ENGINEER: CONNELL DESIGN GROUP 16 TECHNOLOGY DRIVE, SUITE 209 IRVINE, CA 92618 CONTACT: DAN CONNELL OFFICE PHONE: (949) 753-8807 OFFICE FAX: (949) 753-8833 EMAIL: dconnell@connelidesigngroup.com �I p PROvED P'1 i'— SURVEYOR: CALVADA SURVEYING, INC. 108 BUSINESS CENTER DR. DATE CORONA, CA 91720 SANTA ANA CONTACT: ED SCHENET POLICE DF.PT' OFFICE PHONE: (909) 280-9960 OFFICE FAX: (909) 280-9746 EMAIL: ed@calvada.com NO LICE FlRAL INSPECTfQN PLANNING CONSULTING AN':REQUIRED AUTHORIZED AGENT: TRILLIUM TELECOM SERVICES 3010 OLD RANCH PKWY., SUITE #210 SEAL BEACH, CA 90740 PLANNING CONTACT: ADAN MADRID OFFICE PHONE: (562) 799-9235 OFFICE FAX: (562) 799-9215 EMAIL: amodrid@trilliumtelecom.com LEASING AGENT: FLO MEAD OFFICE PHONE: (562) 799-9246 OFFICE FAX: (562) 799-9215 EMAIL: finead@triIliumtelecom.com tiN ✓ l: 4s +' ?'..... b'1.� Ito U u Y'.. .» v ..� 64 Eg ` tl ...^, 9K'a* > k .,.aa';.e 't�� F+i�ae� �. +3� �c� :}� �� ��e..%��'.A t�3 `��r� Y `'�r'` wa,,s ��,� �.. ,•3 �,,t�� �"i t'7� ��,�6. CON �b.✓ m�Y:.. sm° ire ��'SSi S,t ;. 4s a � t �� p §' e e�,5 � t`3rr3n;,yy �gq ,i' V- `mow �sE���Xp � }5 { Pik ".� 'vhi r'§c vT , h f sae a c L a x: w G5 Cau u� r t t SHEET DESCRIPTION REV. Tj TITLE SHEET � T2 GENERAL NOTES, MATERIALS LIST, LEGEND, ABBREVIATIONS � LS1 SURVEY SHEET � Al SITE PLAN � A`L ENLARGED EQUIPMENT AREA, ANTENNA LAYOUT � A3 ELEVATIONS � A4 ELEVATIONS � A5 ARCHITECTURAL DETAILS � A6 ARCHITECTURAL DETAILS � S 1 EQUIPMENT PLATFORM PLAN, EQUIPMENT ELEVATION, ANTENNA SCREENING PLAN � S2 STRUCTURAL DETAILS � S3 STRUCTURAL DETAILS, GENERAL STRUCTURAL NOTES � S4 RF TRANS. SCREENING ELEVATION, DETAILS � El ELECTRICAL SINGLE LINE DIAGRAM, POWER / TELCO CABLE ROUTING, PANEL SCHEDULE, NOTES � E2 EQUIPMENT /ANTENNA GROUNDING, NOTES � E3 ELECTRICAL DETAILS � ISSUED FOR: PERMIT SHEET INDEX 910 NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. — S11 .ant SM Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 —r'KUJL. , I IINrUKIVIHI IUIN: OG60XC603-B PARK TOWER 200 W. SANTA AN BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE CURRENT ISSUE DATE: [:: 9/22/ / 03 1 ISSUED FOR: ,-REV.:=DATE: PERMIT DESrPIQTInNI- RY•- 9/22/03 'SS 10C � 9/16/03 ISS ' 90G/ -PLANS PREPARED BY: CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX -CONSULTANT: `DRAWN BY: CHK.: APV.:= LICENSURE: 3 t v TP j. d JC DW DMC `SHEET TITLE: TITLE SHEET —SHEET NUMBER: T1 SPRINT PCS SITE NAME: PARK TOWER PROJECT MATERIALS LIST SITE #: OG60XC603 ITEM DESCRIPTION MANUFACTURER MODEL OR PART # QTY. UNITS FURNISHED BY ANTENNAS— DIRECTIONAL PANEL ANTENNA EMS RR65-1800—DP 6 EA. SPRINT ANTENNAS 56" CROSS —POLAR PANEL ANTENNA N/A EA. SPRINT ANTENNAS CPS LUCENT — 1 EA. SPRINT ANTENNA MOUNTS MONOPOLE MOUNT MTS -- N/A EA. SPRINT ANTENNA MOUNTS TOWER MOUNT PER PLAN -- N/A EA. SPRINT ANTENNA MOUNTS/WALL MOUNT MICROFLECT -- 6 EA. SPRINT ANTENNA MOUNTS OMNI WHIP CONTRACTOR/SHOP -- N A EA. SPRINT ANTENNA MOUNTS GPS MOUNTING PLATE & PIPE LUCENT -- 1 EA. SPRINT CABINET/LARGE ANTENNA CABLE COVER ASSEMBLY (ACCA) LUCENT — N/A EA. SPRINT CABINET COMPACT ANTENNA CABLE COVER ASS Y ACCA) LUCENT -- N/A EA. SPRINT CABINET POWER CABINET (PWR) LUCENT -- N A EA. SPRINT CABINET MODCELL LUCENT -- 1 EA. SPRINT CABINET GROWTH RADIO CABINET #1 131 LUCENT -- N/A EA. SPRINT CABINET GROWTH RADIO CABINET #2 G2 LUCENT -- N/A EA. SPRINT CABINET/BACK—UP POWER CABINET (B/U) LUCENT -- 1 EA. SPRINT CABINET/MINI POWER PROTECTION CABINET (PPC) NORTHERN TECH. -- 1 EA. SPRINT EQUIPMENT MOUNTING BASE LUCENT PER PLAN 2 EA. SPRINT EQUIPMENT MOUNTING PLATFORM PER PLAN CONTRACTOR SHOP PER PLAN N/A EA. CONTRACTOR BRACKET MASTER WAVEGUIDE BRIDGE KIT 24" WIDE MICROFLECT WB—KL-21 0-1 OBR 1 L.F. CONTRACTOR CABLE TRAY WITH COVER 20-1 4" WIDTH MICROFLECT B-1933 N/A L.F. CONTRACTOR CABLE LADDER/1 2" WIDTH NEWTON 2093-6 N/A L.F. CONTRACTOR CABLE BRIDGE & PED. CROSSOVER 13-3 4" WIDE GRIP STRUT H-34010 N A L.F. CONTRACTOR CABLE BRIDGE & PED. CROSSOVER 23-1 4" WIDE GRIP STRUT H-54010 N/A L.F. CONTRACTOR CABLE CONDUIT CONTRACTOR 6"0 PVC 200f L.F. CONTRACTOR CABLE BRIDGE GRIP STRUT 11-3 4" GRIP STRUT 4 L.F. CONTRACTOR COAXIAL CABLE/ 7/8' LOW VSWR FOAM FLC78-50J CABLEWAVE 810921-001 360f L.F. SPRINT COAXIAL CABLE/1-1/4" LOW VSWR FOAM FLC114-50J CABLEWAVE 810916-001 960t L.F. SPRINT COAXIAL CABLE/1-5/8" LOW VSWR FOAM FLC158-50J CABLEWAVE 810920-001 N/A L.F. SPRINT COAXIAL CABLE/2-1/4" LOW VSWR FOAM FLC214-50J CABLEWAVE 811046-001 N/A L.F. SPRINT TOP JUMPER CABLE 1 2" FLC12-50J PNM DINM CABLEWAVE 815414—OXX 6 EA. SPRINT BOTTOM JUMPER CABLE 1/2 11 S—FLC12-50J PNM PNM CABLEWAVE 815342—OXX 6 EA. SPRINT COAXIAL CABLE CONNECTORS/N MALE CABLEWAVE PNM 6 EA. SPRINT COAXIAL CABLE CONNECTORS @ GPS RUN/N MALE CABLEWAVE PNM/734868 1 EA. SPRINT COAXIAL CABLE CONNECTORS/N FEMALE 7/8" CABLEWAVE PNF/734837 2 EA. SPRINT COAXIAL CABLE CONNECTORS N FEMALE 1-1/4 CABLEWAVE PNF 734839 4 EA. SPRINT COAXIAL CABLE CONNECTORS N FEMALE 1-5 8" CABLEWAVE PNF 738863 N A EA. SPRINT COAXIAL CABLE CONNECTORS/N FEMALE 2-1 4" CABLEWAVE PNF 734949 N/A EA. SPRINT CONCRETE UTILITY BOX/ELECTRICAL 17.25"X30" CHRISTY N36 N/A EA. CONTRACTOR CONCRETE UTILITY BOX/TELEPHONE 17.75"X30" CHRISTY PTS1730 N/A EA. CONTRACTOR DIGITAL SUB —METER/ 120/208-240 10 100A E—MON CORP. 3208100—SA N/A EA. CONTRACTOR DIGITAL SUB —METER/ 120/208-240 30 100A E—MON CORP. 208100 KIT N/A EA. CONTRACTOR DIGITAL SUB —METER 277 480 30 100A E—MON CORP. 480100 KIT N/A EA. CONTRACTOR GENERATOR RECEPTACLE 200A 2P3W APPLETON PER PLAN 1 EA. SPRINT GENERATOR RECEPTACLE/200A 3P4W APPLETON PER PLAN N/A EA. SPRINT GENERATOR RECEPTACLE BACK BOX/NON—METALLICI APPLETON PER PLAN N/A EA. SPRINT COPPER CONDUCTOR 2 AWG SOLID TINNED HARGER 2T N A L.F. CONTRACTOR COPPER INSULATED #2 STRANDED HARGER 2 019G N/A L.F. CONTRACTOR GROUND BUS BAR 1 4"X4" X6" HARGER GB11446SPRPCSM 3 EA. CONTRACTOR GROUND BUS BAR/ 1/4 1$ X4"X1 2" HARGER GB114412SPRPCSM 1 EA. CONTRACTOR GROUND BUS BAR/ 1 /4"X4"X24" WITH 25' TAIL HARGER GBIT14420SPRPCSM 1 EA. CONTRACTOR GROUNDING KITS FOR 1 2" COAXIAL CABLE GPS CABLEWAVE 916198 1 EA. SPRINT GROUNDING KITS FOR 7 8" COAXIAL CABLE CABLEWAVE 916199 2 EA. SPRINT GROUNDING KITS FOR 1-1/4" COAXIAL CABLE CABLEWAVE 916200 4 EA. SPRINT GROUNDING KITS FOR 1-5/8- COAXIAL CABLE CABLEWAVE 916201 N/A EA. SPRINT GROUNDING KITS FOR 2-1/4" COAXIAL CABLE CABLEWAVE 916202 N/A EA. SPRINT GROUND ROD/ 5/8"OX10' LONG COPPER CLAD HARGER 5810 N/A EA. CONTRACTOR GROUND INSPECTION WELL CHRISTY 1 B65 BOX N/A EA. CONTRACTOR GROUND INSPECTION WELL 10isOx42" DEEP HARGER 360P-42 N A EA. CONTRACTOR HOISTING GRIP FOR 1 /2" COAXIAL CABLE HARGER 910303 N/A EA. SPRINT HOISTING GRIP FOR 7/8" COAXIAL CABLE HARGER 910307 2 EA. SPRINT HOISTING GRIP FOR 1-1/4" COAXIAL CABLE HARGER 915158 4 EA. SPRINT HOISTING GRIP FOR 1-5 8" COAXIAL CABLE HARGER 910311 N/A EA. SPRINT HOISTING GRIP FOR 2-1/4" COAXIAL CABLE HARGER 914988 N A EA. SPRINT METER CAN 200A 22K A.I.C. CIRCLE A.W. N/A EA. CONTRACTOR METER CAN 100A 42K A.I.C. CIRCLE A.W. 1 EA. CONTRACTOR POSITRON FILTER N/A EA. CONTRACTOR PULL BOX/12"X12"X6" CONTRACTOR N/A EA. CONTRACTOR PULL BOX/6"X6"X18" CONTRACTOR N/A EA. CONTRACTOR PULL BOX OTHER PER PLAN CONTRACTOR N/A EA. CONTRACTOR SAFETY SWITCH/(PER PLAN) PER PLAN PER PLAN N/A EA. CONTRACTOR SLEEPERS 4X4X15" PTDF FOR 12" t TRAY} BY CONTRACTOR N A EA. CONTRACTOR SLEEPERS 4X4X21 " PTDF FOR 18" TRAY BY CONTRACTOR N/A EA. CONTRACTOR SLEEPERS 4X4X30" PTDF FOR 24" t PLANK BY CONTRACTOR N/A EA. CONTRACTOR CHANNEL/1 —58"X1-5/8" 12 GA. UNISTRUT P1000T N/A L.F. CONTRACTOR CHANNEL/ 1 —5/8"X 13116" 16 GA. UNISTRUT P4000T N/A L.F. CONTRACTOR CHANNEL OTHER PER PLAN PER PLAN PER PLAN N A L.F. CONTRACTOR WEATHERPROOFING KIT CABLEWAVE 916132 6 EA. SPRINT CABLE BRIDGE SUPPORT L3x3x1 4 CONTRACTOR PER PLAN N/A EA. CONTRACTOR CABLE BRIDGE SUPPORT 2-3 8" O.D. G.I. PIPE CONTRACTOR PER PLAN N A EA. CONTRACTOR SWAGED ALUMINUM GRATING GRATING PACIFIC 1-1/4" RECT. BAR N/A S.F. CONTRACTOR NOTE: THIS LIST REPRESENTS BASIC COMPONENTS ONLY AND IS NOT ALL—INCLUSIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL COMPONENTS AND QUANTITIES REQUIRED TO COMPLETE THE WORK DEPICTED. A.B. ANCHOR BOLT GRND. GROUND GENERAL CONSTRUCTION NOTES: ABV. ABOVE HDR. HEADER ACCA ANTENNA CABLE COVER ASSEMBLY HGR. HANGER 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY. BATTERY BACKUP INFORMATION: ADD'L ADDITIONAL HT. HEIGHT A.F.F. ABOVE FINISHED FLOOR ICGB. ISOLATED COPPER GROUND BUS 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC THERE IS ONE POWER CABINET, ONE BATTERY BACKUP CABINET AND ONE FUTURE BATTERY BACKUP A.F.G. ABOVE FINISHED GRADE IN.(") INCH(ES) OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE CABINET PROPOSED AT THIS SITE. ALUM. ALUMINUM INT. INTERIOR FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY BATTERIES PER CABINET: ALT. ALTERNATE LB.(#) POUND(S) TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. BATTERY BACKUP CABINET. 16 BATTERIES ANT. ANTENNA L.B. LAG BOLTS APPRX. APPROXIMATELY) L.F. LINEAR FEET (FOOT) 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB INITIALLY, THERE WILL BE A TOTAL OF 16 BATTERIES INSTALLED WITH A TOTAL ACID CONTENT OF 16*0.643=10.28 GALLONS AND A TOTAL ELECTROLYTE CONTENT OF: 16*1.59=25.44 GALLONS ARCH. ARCHITECTURAL) L. LONG(ITUDINAL) SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS FIELD CONDITIONS WITH THE PROPOSED FUTURE BATTERY BACKUP CABINET THERE WILL BE A TOTAL OF 32 BATTERIES AWG. AMERICAN WIRE GAUGE MAS. MASONRY AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED INSTALLED WITH A TOTAL ACID CONTENT OF 32*0.643=20.56 GALLONS AND A TOTAL ELECTROLYTE BLDG. BUILDING MAX. MAXIMUM AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES CONTENT OF: 32*1.59=50.88 GALLONS. BLK. BLOCK M.B. MACHINE BOLT ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER INITIALLY THIS SITE WILL COMPLY WITH 1997 UFC ARTICLE 80, BLKG. BLOCKING MECH. MECHANICAL AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. BM. BEAM MFR. MANUFACTURER BEFORE INSTALLATION OF THE SECOND BATTERY BACKUP CABINET THE B.N. BOUNDARY NAILING MIN. MINIMUM 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED SITE MUST COMPLY WITH 1997 UFC ARTICLE 64. PLANS MUST BE BTCW. BARE TINNED COPPER WIRE MISC. MISCELLANEOUS BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED SUBMITTED TO AND APPROVED BY THE OCFA PRIOR TO INSTALLATION OF B.O.F. BOTTOM OF FOOTING MTL. METAL BY THE CONTRACT DOCUMENTS. THE SECOND BATTERY BACKUP CABINET OR ANY TIME THE TOTAL B/U BACK—UP CABINET (N) NEW ELECTROLYTE WILL EXCEED 50 GALLONS CAB. CABINET NO.(#) NUMBER CANT. CANTILEVERED) N.T.S. NOT TO SCALE 5. CONTRACTOR SHALL CONTACT USA BEFORE PROCEEDING WITH ANY EXCAVATION, C.I.P. CAST IN PLACE O.C. ON CENTER SITE WORK OR CONSTRUCTION. Eelectrolyte Data: 121R125 Batteries, KS-23997, Fully Charged CLG. CEILING OPNG. OPENING 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE TOTAL LIQUID VOLUME CLR. COL. CLEAR COLUMN P/C PCS PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED This data represents total electrolyte or acid that is CONIC. CONCRETE PLY. PLYWOOD OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. CONN. CONNECTION(OR) PPC POWER PROTECTION CABINET 7. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT Electrolyte by volume in each 121R125: 6,000 cc (6 liters, 1.585 gal) Pure H2SO4 (Sulfuric Acid) by % of Electrolyte: 40% CONST. CONSTRUCTION PRC PRIMARY RADIO CABINET ACCORDANCE WITH ALL APPLICABLE CODES REGULATIONS AND Pure H2SO4 (Sulfuric Acid) by volume: 2,400 cc (2.4 liters, 0.6341 gal) CONT. CONTINUOUS P.S.F. POUNDS PER SQUARE FOOT ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL Specific Gravity: 1300 d PENNY (NAILS) P.S.I. POUNDS PER SQUARE INCH LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC Electrolyte by weight in each 121R125: 7.8 Kg (17.196 lbs) DBL. DOUBLE P.T. PRESSURE TREATED AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND Pure H2904 (Sulfuric Acid) by Weight: 3.12 Kg (6.878 Ibs) DEPT. DEPARTMENT PWR. POWER (CABINET) ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE FREE LIQUID VOLUME D.F. DIA. DOUGLAS FIR DIAMETER QTY. RAD.(R) QUANTITY RADIUS MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. "Free" electrolyte and or acid is the amount of fluid that is not absorbed in the glass mattes DIAG. DIAGONAL REF. REFERENCE between the lead plates. This is the amount of electrolyte or acid that may spill in the event of a DIM. DWG. DIMENSION DRAWING(S) REINF. REQ'D. REINFORCEMENT(ING) REQUIRED 8. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING puncture of the battery. Each battery has six individual cells and the battery is encased in both a battery jar and a protective metal can making puncture extremely unlikely. DWL, DOWEL(S) RGS. RIGID GALVANIZED STEEL THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANSMETHODSTECHNIQUES, SEQUENCES Free electrolyte by volume in each 121R125 cell: 40 cc (0.01057 gal) EA. EACH SCH. SCHEDULE , , AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER Free electrolyte in all six cells of 121R125 battery: 240 cc (0.06340 gal) EL. ELEVATION SHT. SHEET THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION Pure H2SO4 (Sulfuric Acid) by % of Electrolyte: 40% " ELEC. ELECTRICAL SIM. SIMILAR ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. (Sulfuric Acid b volume Pure free H2SO4 ) y ELEV. ELEVATOR SPEC. SPECIFICATIONS) in all six cells: 144 cc (0.144 liters, 0.038 gal) EMT. ELECTRICAL METALLIC TUBING SQ. SQUARE 9. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE E.N. EDGE NAIL S.S. STAINLESS STEEL CODE APPROVED MATERIALS. ENG. ENGINEER STD. STANDARD EQ. EQUAL STL. STEEL 10. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN EXP. EXPANSION STRUC. STRUCTURAL 2—A OR 2—A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE EXST.(E) EXISTING TEMP. TEMPORARY PROJECT AREA DURING CONSTRUCTION. EXT. EXTERIOR THK. THICKNESS) FAB. FABRICATION(OR) T.N. TOE NAIL F.F. FINISH FLOOR T.O.A. TOP OF ANTENNA 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 16 OF THE UBC F.G. FINISH GRADE T.O.C. TOP OF CURB REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR FIN. FINISHED) T.O.F. TOP OF FOUNDATION PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE FLR. FLOOR T.O.P. TOP OF PLATE (PARAPET) WITH LOCAL EARTHQUAKE CODES AND REGULATIONS. FDN. FOUNDATION T.O.S. TOP OF STEEL F.O.C. FACE OF CONCRETE T.O.W. TOP OF WALL 12. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS F.O.M. FACE OF MASONRY TYP. TYPICAL MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH F.O.S. FACE OF STUD U.G. UNDER GROUND MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. F.O.W. FACE OF WALL U.L. UNDERWRITERS LABORATORY F.S. FINISH SURFACE U.N.O. UNLESS NOTED OTHERWISE 13. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING FT.(') FOOT(FEET) V.I.F. VERIFY IN FIELD IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., FTG. FOOTING W WIDE(WIDTH) AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING G. GROWTH (CABINET) W/ WITH CONSTRUCTION TO THE SATISFACTION OF SPRINT. GA. GAUGE WD. WOOD GI. GALVANIZED) W.P. WEATHERPROOF 14. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, G.F.I. GLB.(GLU—LAM) GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM WT. WEIGHT CENTERLINE RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR GPS GLOBAL POSITIONING SYSTEM PLATE SMUDGES OF ANY NATURE. 15. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING (SHEET LS1), SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN ABBREVIATIONS SCALE: 3 N ONE THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. E NEW ANTENNA GROUT OR PLASTER 16. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE —SPECIFIC EXISTING ANTENNA (E) BRICK CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING. GROUND ROD (E) MASONRY GROUND BUS BAR Ea a ° a a E� CONCRETE i MECHANICAL GRND. CONN.�T-fTi-T I —I i—LL=111=1 I EI , I EARTH 000 0 000000o GRAVEL i CADWELD EGROUND ACCESS WELL PLYWOOD SAND GENERAL SCALE: NONE E ELECTRIC BOX E WOOD CONT. Q TELEPHONE BOX WOOD BLOCKING _�.�► LIGHT POLE STEEL CENTERLINE a FND. MONUMENT PROPERTY/LEASE LINE SPOT ELEVATION MATCH LINE ® SET POINT WORK POINT A REVISION GROUND CONDUCTOR eT— TELEPHONE CONDUIT X GRID REFERENCE — E— ELECTRICAL CONDUIT X — DETAIL REFERENCE --A— COAXIAL CABLE --T/E — OVERHEAD SERVICE X ELEVATION REFERENCE CONDUCTORS —X CHAIN LINK FENCING X ANTENNA AZIMUTH ANTENNA COAXIAL CABLE CABLES NUMBER OF CABLE CF1 OLOR F2 COLOR F3 COLOR F4 COLOR TOP JUMPER BOTTOM JUMPER ELECTRICAL MECHANICAL COMMENTS SECTOR MAKE/MODEL LENGTH PER SECTOR SIZE CODE CODE CODE CODE LENGTH LENGTH DOWNTILT DOWNTILT YELLOW YELLOW YELLOW YELLOW SECTOR 40 XXX is 180-0 2 7/8 " YELLOW YELLOW YELLOW YELLOW 6 —O„ 3 —0„ A BROWN BROWN BROWN BROWN BROWN WHITE ORANGE BLUE RED -RED RED RED SECTOR 210° XXXXX �240-0 2 1-1/4 " YELLOW YELLOW YELLOW YELLOW 6 —0„ 3 —0„ B XXXXXXXXXX BROWN BROWN BROWN BROWN BROWN WHITE ORANGE BLUE GREEN GREEN GREEN GREEN SECTOR 285 o XXXX t240-0 " 2 1-1/4 " YELLOW YELLOW YELLOW YELLOW 6 —0 ., 3 —O C XXXXXXXXX BROWN BROWN BROWN BROWN BROWN WHITE ORANGE BLUE GPS N/A XXXX XXXXXX f20-0" 1 1 /2" GRAY N/A N/A N/A N/A N/A N/A N/A NOTE: CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. 1 01 "1 1)::L L MATERIALS LIST NONE 5 LEGEND NONE ANTENNA & CABLE SCHEDULE SCALE: NONE lid A6 S, !*it SM Sprint PCS Assets, PLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 I-'NUJIL I INI-UNMA I IUIN: OG60XC603—B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE (CURRENT ISSUE DATE: 9/22/03 ISSUED FOR: PERMIT ,—REV.:=DATE: DESrQIp-rinKl• RY• �j 9/22/03 'SS 10C �p 9/16/03 90 -PLANS PREPARED BY: CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX ENEENNEd -CONSULTANT: DRAWN BY: CHK.: APV.: I Eic DW DMC FLICENSURE: 7 A- I SHEET TITLE: GENERAL NOTES MATERIALS LIST LEGEND ABBREVIATIONS I gPP-P-T NIINARP-R- T2 ae i a Title Report PREPARED BY: ORDER NO. 20030201880 REPORT DATED: AUGUST 1, 2003 Legal Description PARCEL 1: LOTS 1, 2, 31 4, 5, 6, 7, 8, 9 AND 10 IN BLOCK 20 OF THE TOWN OF SANTA ANA, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A TRACT MAP RECORDED IN BOOK 2 PAGE 51 OFFICIAL RECORDS OF LOS ANGELES COUNTY, CALIFORNIA. EXCEPTING THEREFROM A SPANDREL SHAPED AREA BOUNDED SOUTHERLY BY THE SOUTH LINE OF SAID LOT 1, BOUNDED EASTERLY BY THE EAST LINE OF SAID LOT 1, BOUNDED NORTHWESTERLY BY THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, BEING TANGENT TO SAID SOUTHERLY AND EASTERLY BOUNDARIES. ALSO EXCEPTING THEREFROM A SPANDREL SHAPED AREA BOUNDED SOUTHERLY BY THE SOUTH LINE OF SAID LOT 2, BOUNDED WESTERLY BY THE WEST LINE OF SAID LOT 2, BOUNDED NORTHEASTERLY BY THE ARC OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, BEING TANGENT TO SAID SOUTHERLY AND WESTERLY BOUNDARIES. ALSO EXCEPTING THEREFROM A SPANDREL SHAPED AREA BOUNDED NORTHERLY BY THE NORTH LINE OF SAID LOT 9; BOUNDED EASTERLY BY THE EAST LINE OF SAID LOT 9, BOUNDED SOUTHWESTERLY BY THE ARC OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, BEING TANGENT TO SAID NORTHERLY AND EASTERLY BOUNDARIES. ALSO EXCEPTING THEREFROM A SPANDREL SHAPED AREA BOUNDED NORTHERLY BY THE NORTH LINE OF SAID LOT 10, BOUNDED WESTERLY BY THE WESTERLY BY THE WEST LINE OF SAID LOT 10; BOUNDED SOUTHEASTERLY BY THE ARC OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, BEING TANGENT TO SAID NORTHERLY AND WESTERLY BOUNDARIES. PARCEL 2: THAT CERTAIN PORTION OF LOT 2 IN BLOCK 20 OF THE TOWN OF SANTA ANA, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 2 PAGE 51 OF OFFICIAL RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, AND AS FURTHER DESCRIBED IN DEED RECORDED JUNE 25, 1985 AS INSTRUMENT No. 85-262393, OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA, SAID POR11ON BEING MORE PARTICULARLY DESCRIBED IN SAID DEED AS SPANDREL SHAPED AREA BOUNDED SOUTHERLY BY THE SOUTH LINE OF SAID LOT 2; BOUNDED WESTERLY BY THE WEST LINE OF SAID LOT 2; BOUNDED NORTHEASTERLY BY THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, BEING TANGENT TO SAID SOUTHERLY AND WESTERLY BOUNDARIES EXCEPTING THEREFROM THAT PORTION LYING SOUTHERLY AND WESTERLY OF THE FURTHEST ENCROACHMENT UPON SAID SPANDREL SHAPED AREA OF THE OUTSIDE FACE OF WALL OF THE LOWEST STORY OF THE BUILDING UPON SAID LOT 2, A PORTION OF SAID OUTSIDE FACE OF WALL BEING GENERALLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2, THENCE ALONG THE SOUTHERLY LINE OF SAID LOT N89'58'09"E 15.56 FEET, THENCE N00'04'38"W 3.57 FEET TO AN ANGLE POINT IN SAID OUTSIDE FACE OF WALL, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THIS LEGAL DESCRIPTION; THENCE ALONG SAID OUTSIDE FACE OF WALL THE FOLLOWING COURSES: N0'04'38"W 5.03 FEET, N89'40'14"W 10.50 FEET; N016'00"E 10.48 FEET; S89'31'06"W 5.03 FEET; THENCE LEAVING SAID OUTSIDE FACE OF WALL, S89'31'06"W 0.07 FEET TO THE WESTERLY LINE OF SAID LOT 2, THENCE ALONG SAID WESTERLY LINE, SOUTH 19.10 FEET TO SAID SOUTHWEST CORNER OF LOT 2. PARCEL 3: AN EASEMENT FOR AIR SPACE ENCROACHMENT PURPOSES DESCRIBED AS FOLLOWS: THAT CERTAIN POR11ON OF LOT 2 IN BLOCK 20 OF THE TOWN OF SANTA ANA, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 2 PAGE 51, OF OFFICIAL RECORDS OF LOS ANGELES COUNTY, CALIFORNIA AND AS FURTHER DESCRIBED IN DEED RECORDED JUNE 25, 1985 AS INSTRUMENT No. 85-232693, OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA, SAID PORTION BEING MORE PARTICULARLY DESCRIBED IN SAID DEED AS: SPANDREL SHAPED AREA BOUNDED SOUTHERLY BY THE SOUTH LINE OF SAID LOT 2, BOUNDED WESTERLY BY THE WEST LINE OF SAID LOT 2, BOUNDED NORTHEASTERLY BY THE ARC OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET, BEING TANGENT TO SAID SOUTHERLY AND THE WESTERLY BOUNDARIES EXCEPTING THEREFROM THAT PORTION LYING SOUTHERLY OF THE MOST SOUTHERLY FACE OF THE PARKING STRUCTURE UPON SAID LOT 2, SAID POINT BEING GENERALLY DESCRIBED AS THE SOUTHERLY 3.50 FEET OF SAID SPANDREL SHAPED AREA ALSO EXCEPTING THEREFROM THAT PORTION LYING WITHIN THE SPACE BETWEEN THE FINISHED SURFACE OF THE EXISTING CONCRETE SIDEWALK WITHIN SAID SPANDREL SHAPED ARE AND A PLANE LYING PARALLEL TO AND 14 FEET ABOVE SAID SURFACE; EXCEPTING FROM THIS EXCEPTION THOSE PORTIONS LYING NORTHERLY AND EASTERLY OF THE FURTHEST ENCROACHMENT OF THE OUTSIDE FACE OF WALL OF THE LOWEST STORY OF THE BUILDING AS DESCRIBED IN PARCEL 2. PARCEL 4: AN EASEMENT FOR AIR SPACE ENCROACHMENT PURPOSES DESCRIBED AS FOLLOWS: TOGETHER WITH THAT CERTAIN PORTION OF LOT 1 AS SHOWN ON SAID MAP, AND AS FURTHER DESCRIBED IN DEED RECORDED JUNE 25, 1985 AS INSTRUMENT No. 85-232693, OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA, SAID POR11ON BEING MORE PARTICULARLY DESCRIBED IN SAID DEED AS A SPANDREL SHAPED AREA BOUNDED SOUTHERLY BY THE SOUTH LINE OF SAID LOT 1, BOUNDED EASTERLY BY THE EAST LINE OF SAID LOT 1, BOUNDED NORTHWESTERLY BY THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, BEING TANGENT TO SAID SOUTHERLY AND EASTERLY BOUNDARIES. EXCEPTING THEREFROM THAT PORTION LYING EASTERLY OF THE MOST EASTERLY FACE OF THE PARKING STRUCTURE UPON SAID LOT 1, SAID PORTION BEING GENERALLY DESCRIBED AS THE EASTERLY 5.10 FEET OF SAID SPANDREL SHAPED AREA. ALSO EXCEPTING THEREFROM THAT PORTION LYING SOUTHERLY OF THE MOST SOUTHERLY FACE OF THE PARKING STRUCTURE UPON SAID LOT 1, SAID PORTION BEING GENERALLY DESCRIBED AS THE SOUTHERLY 3.40 FEET OF SAID SPANDREL SHAPED AREA. ALSO EXCEPTING THEREFROM THAT PORTION LYING WITHIN THE SPACE BETWEEN THE FINISHED SURFACE OF THE EXISTING CONCRETE SIDEWALK WITHIN SAID SPANDREL SHAPED AREA ANA A PLANE LYING PARALLEL TO AND 14 FEET ABOVE SAID FINISHED SURFACE. Easements Q7 AN EASEMENT FOR SOUTHERN CALIFORNIA EDISON COMPANY PURPOSES RECORDEED DUNE 26, 1990 IN DOCUMENT No. 90-337214 (PLATTED HEREON) W 9y�q 17TH "' STREET SITE 9�q t- Uj f r= BOULEVARD 5 SANTA ANA ITH 5TH STREET STREET 1ST. STREET W w W w W V) En m � � o w W o r EDINGER ck: °' V) o Q � AVENUE 55 z � WARNER AVENUE Ito - VICINITY - N.T.S. _P� � 11111111111 mlfav! 1 1 SANTA ANA BOULEVARD N89002'06'W ry 325.15 - FD BRASS CAP ' IN WELL MOH. 119.83FS FD BRASS CAP N � IN WELL MOH. y N -� 32' 1� I 2.M121.71FS .5 4FS I re)_o, I I - 30' I PA W �.d I ra I � ca I I w Cb 0 0 z 119.m 119. 119.37F'S I D=89°07'04" DELIVERY DRIVEWAY 201.09'� R= 25' 11&62FS 111ILMS L=38.88' 011ILMS 9.07FS o D=89'58'22" I M FD BRASS CAP C' R=25' 04 L=39.26' _ N89002'06"W _ ' D=90'52'51" R=25' L= 39.6 5' 121.9WS x IOr 10 40,71 176.64 173.24R 17 173 06R CD CN I 72.94R J_JOT 7 171.22R w 170.66R Uj 170.60R Z �I Q of P Q o , a. z 170.87R I I 171.68R 1$1, I J r l o Q , Or j%_ GEOGRAPHIC COORDINATES LAT.= 33°44'57.23"" (HAD 83) LONG. = 117 52 09.01 204.27'^ _ ' 1731.00 1731.02 173. 0 1172.93 L OT 0 PARKING STRUCTURE 172.74R 172.59 X 1 2.6 i--,J 5 3 HA A DRA_ 173.1 OR IL r73173.21R 165.88R 165.07R 164.29R - LOWER z PARKING STRUCTURE 7165.i3R I I I I OT _/ I ® - 173.23R p..fi. I..I..,. 123.19FS x 11 141i9 ! 0 o 122441 rLIAN i cR- 1 173.0W 1 176. 1 X 173.21 R 1 17 .50 1 1� 173.67R 17394 w1 IZ a 173.79R 1 w x 173.M 1IQLO; o CD L z... x 172,24R 1 2. R 173-`� STAIRS SHAFT I x 17238R I T � r J 17278R 17262R 172177.1I 1 %.3.Z%R � EXISTING 10 -STORY BUILDING I PARKING STRUCTURE 173.06R 172.68R 17290R 181.35811A I J r � X I X 181. 173.05R X173.05R X 73.01R 17297R 173.05R 173.18R 173.23R 3IR - - - - - - - - - 17 14R 176.79 - - - PARCEL_ I � � PER T.R. r _ u89•0701"iu - - -�- - -- IN WELL mug. N � - - - - Nssroz o�w - z- - - - - - 32 2 - - � - FIfi7mH STREET FD BRASS CAP IN WELL MOH. 11a91FS Legend ROOF DRAIN FS FINISH SURFACE FIRE CONECTION NG NATURAL GROUND DISH ANTENNA TP TOP OF PARAPET TV ANTENNA R ROOF ® FD MONUMENT FF FINISH FLOOR -� BUMP TE TRASH ENCLOSURE DO1 FIRE HYDRANT TR ELECTRIC TRANSFORMER 00 PARKING LIGHT Geographic Coordinates As Shown NAD 27: LATITUDE 33' 44' 57.16" LONGITUDE 117' 52' 05.81" NAD 83: LATITUDE 33' 44' 57.23" LONGITUDE 117' 52' 09.01" THE ACCURACY OF THIS SURVEY IS WITHIN THE LIMITS REQUIRED BY THE FCC 2C STANDARDS BEING HORIZONTALLY FOR LATITUDE AND LONGITUDE WITHIN 50 FEET AND VERTICALLY FOR ELEVATION WITHIN 20 FEET. Date Of Survey AUGUST 5, 2003 D Basis Of Bearin THE STATE PLANE COORDINATE SYSTEM OF 1983 (NA083), CALIFORNIA ZONE VI Bench Mark COUNTY OF ORANGE BENCH MARK NO. SA-320-89, ELEVATION= 111.325 FEET (NGVD29) Ak rinSP t, �► Sprint PCS SM 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 ►1�1l1�l1�1►1Z�1:i►T///���[l�►1� PARK TOWER OG60XC603 B 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 ORANGE COUNTY LCURRENT ISSUE DATE: � :7/06/03 ISSUED FOR: DESGN 'REV.: -DATE: DESCRIPTION: BY:' E::1 -PLANS PREPARED BY: CALVRDA SURVEYING, INC. Los Angeles • San Francisco • Denver- Phoenix 108 Business Center Drive Phone: (909) 280-9960 Corona, CA 92880-1782 Fax: (909) 280-9746 www.colvado.com .(800) CALVADA (225-8232) JOB NO. 03288 �LICENSURE: LDRAWN BY: CHK.: APV.: � HN AD ES PROJECT MANGER/ARCHITECT � CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX 'SHEET TITLE: N _FT fill INARP-R- LS1 RwlcinNI• SHEET 1 OF 1 SHEETS CA03286) 1. ELEVATIONS ARE U.S.G.S. DATUM, 2. SURVEY INFORMATION SHOWN IS OBTAINED FROM A SURVEY PREPARED BY CALVADA SURVEYING, INC TITLED PARK TOWER DATED JULY 6TH, 2003. 3. THE ARCHITECT/ENGINEER CONNELL DESIGN GROUP AND REPRESENTATIVES OF THE OWNER, MUST BE NOTIFIED AT LEAST TWO FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION AT (949) 753-8807 4. DO NOT EXCAVATE OR DISTRUB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 5. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. 6. ANY DRAIN AND/OR FIELD TILE 1=NCOUNTERED DURING CONSTRUCTION SHALL BE RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -CONSTRUCTED DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 7. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION, CONTRACTOR SI-IALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 8. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF' PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AD INSTRUCTION, AND NO FURTHER WORK SHALL BE PREFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTURCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. CONTRACT SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 9. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTRUBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 10. 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 THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION. 11. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 12. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 13. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 100% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 14. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 15. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 16. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 17. THE GRADES WITHIN THE FENCED -IN AREA ARE TO BE ACHIEVED BY COMPACTING CLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR COVERING THE AREA WITH 6 MIL. VISQUENE (1' OVERLAP AT SEAMS) FOR WEED SUPPRESSION, THEN ACHIEVING FINISH GRADE BY ADDING 6' OF 3/4" CRUSHED STONE -NO FINES. 18. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 19. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 20. DRIVEWAY CONSTRUCTION, GRADING AND DRAINAGE WORK SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORATION "STANDARD SPECIFICATION FOR THE ROAD AND BRIDGE CONSTRUCTION", LATEST EDITIONS, AND ALL APPLICABLE PROVISIONS OR LOCAL COUNTY ORDINANCES. 21. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. -.. S&'R „C,� 285�'�- PROPOSED SPRINT PCS PANEL ANTENNAS (2 PER SECTOR, 3 SECTORS TOTAL) BEHIND RF TRANS. SCREENING PAINTED AND TEXTURED TO MATCH (E) _BLDG. PROPOSED SPRINT PCS PANEL ANTENNAS (2 PER SECTOR, 3 SECTORS TOTAL) BEHIND RF TRANS. SCREENING PAINTED AND - TEXTUR.€D TO gee E a nr RE• 1 A3 (E) PROPERTY LINE, TYP. i "" "JLLJ ". I INMIvJ. _jul\LLLIvIIVV AND FRMG. PAINTED AND TEXTURED TO MATCH (E) BUILDING • PROPOSED SPRINT PCS PANE ANTENNAS (2 PER SECTOR, 3 SE TORS TOTAL) BEHIND RF TRAN . SCREENING PAINTED AND TEXTURED TO MATCH (E) BLDG. •' QW4 i SlsM Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 RVI N E, CA 92612 HNUJLU I IINI-UNMAI IUIN: OG60XC603—B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE CURRENT ISSUE DATE: � 7/22/03 ISSUED FOR: PERMIT —REV.:-DATE: DES('oioTinr.i• Qv. iss� =PLANS PREPARED BY: COG CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRV/NE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX -CONSULTANT: LDRAWN BY: CHK.: APV.: I JC DW DMC :1 F_LICENSURE: SHEET TITLE: SITE PLAN, GENERAL CONSTRUCTION NOTES L_l::�I-IFFT NII INAPP-R- RFC/iqin \I- J I\ l_ v I v I v 1 v. 03- 222 �-Sprint Sm Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 OG60XC603-B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE -CURRENT ISSUE DATE: E9/22/03 ISSUED FOR: FPERMIT -REV.:—DATE: DESCRIPTION: BY: F_ 9/22/03 1 SS 1 oc Z 9/16/03 IS So190/ -PLANS HNLHANLU BY: CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX CONSULTANT: -DRAWN BY: C H .: APV.: J c DW DIVIC F_—LICENSURE: el N 13; UJ EXPl- 12, 4,- SHEET TITLE: ENLARGED EQUIPMENT AREA, ANTENNA LAYOUT 1 Piro m m mall 03-222 Sp Sm Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 HNUJLUI HWUNMAIMIN: 0060XC603-B PARK TOWER K1111=21 EMI'vollwWwasolm "Till SANTA ANA, CA 92701 COUNTY OF ORANGE -CURRENT ISSUE DATE: F9/22/03 ISSUED FOR: FPERMIT REV.: -DATE: -M:-Qrpl1DTlnNl- F- A 9/22/03 ISS' 1 oc A 9/16/03 ISS' 90,/ -PLANS HNLHANLU BY: CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX CONSULTANT: -DRAWN BY: C H K.:-APV.: IJ c DW DIVIC I F-LICENSURE: SHEET TITLE: ELEVATIONS qPP-FT N11 INAPP-P- Pp-\/iQinNi- L- I I N \-j I v I L-J L- I I \ I v 1 -.1 1 1 V. 03-222 5spftlto Sm Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 RVINE, CA 92612 =jkjjjLfjr4kTAyA OG60XC603-B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE -CURRENT ISSUE DATE: 9/22/03 7 ISSUED FOR. PERMIT -PF-\/ -F)ATF n�:-Qrl�) I IDTinm- -QV.- F- A1 9/22/03 ISSN loc 0 9/16/03 ISSN 900/1 -PLANS HNLHANLU BY: COG CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX CONSULTANT: DRAWN BY: C H K.: APV.: I EC DW DMC c. F- LICENSURE: I SHEET TITLE: F ELEVATIONS L-qkIFFT N11 INAPP-P- P F\ /I Q I r) N I - 1 03-222 R'7 REM EXISTING WALL OR PROPOSED UN|3TR P1OOOT— LENGTH PROPOSED GROUN CONDUIT PER PLA| PROPOSED EMERG GENERATOR RECEF CONDUIT PER PLA| PROPOSED UN|STR CONDUIT CLAMP C PROPOSED TELC0 CONDUIT PER PLA| PROPOSED POWER CONDUIT PER PLA| ANCHORAGE: AT 3/8' THREADED F @ MIN. 1 " E AT WOOD USE 3/ AT METAL STUDS S".`E,,S (2 M"~. GALVANIZED STEEL CABLE TRAY 8^ RUNGS' 4" LOADING DEPTH SUPPORT CABLES WITH TIE —WRAPS EVERY 4'-0" MOUNT TRAY TO UNISTRUT WITH 1/2"-13x1 1/2" LONG GALVANIZED BOLTS, SPRING NUTS P1010 & WASHERS NOTE: COULD INJURE CABLES. COVERS SHALL BE FASTENED USING HOLD DOWN CLIPS. SHEET METAL SCREWS ARE NOT ACCEPTABLE. Mum HOLD DOWN CLAMP FLANGED CABLE TRAY COVER WITH HEAVY DUTY COVER CLAMPS UN|8TRUT CHANNEL BEAM CLAMP DR APPROVED EQUAL) N / /---UN|3TRUT CHANNEL U /Plool AS REQUIRED B" 4" OVERLAP TYP. (E) PARKING LOT FLOOR/CEILING CORE DRILL THROUGH---/ / CONC. FLOOR/CEILING NOTE: G.C. TO FLASH AT ALL ROOF PENETRATIONS PER NRCA STANDARDS (M) COAX CONDUIT 16 CA. CV. SHT. MTL PITCH PAN COVER, SOLDER ALL SEAMS. SET IN FULL LAYER OF MASTIC OVER POURABLE SEALANT. (N) BUILT—UP ROOF|NG, HOT MOP & 90# CAP SHEET ALL AROUND` MATCH EXISTING (PER NRCA STANDARDS). SILICON SEALANT ^ UNDER TABS (E) BUILT—UP ---18 GA. GV MTL. STL PITCH PAN 4" |N\ ROOF TABS, SOLDER ALL BEAMS. POURABLE SEALANT OVER HYDRAULIC CEMENT PARKIN 5/8"0 A3( 0D E, `1000T TYP (0 TOP (ANCHORED TO // # 10 SCREWS 'EEL STUD 'ELCO CABINETS /C SLEEPER |EOPREN PAD 24"x1-1/2" 'PE WAVEGU|OE �UT TO FIT 'O TO ANGLE BRACE PROPO3EO 2xJ STEEL ANGLE BRACE WELDED TO GRATING EDGE OF FLEXENT EQUIPMENT CABINET 'E) FOURTH FLOOR E\/l—E[}|O[] PER PLAN PL4KJ SCALE: ICALEH SCALE: SCALE: VERTICAL CABLE TRAY NONE PITCH POCKET (IF REQUIRED) INONE 8 DETAIL INONE 5 HEAD/ JAMB DIET AOL (SIM.) INONE ��YT �_x| BTCW /F\ PARAPET BOARD ANCHORAQE: A USE 3/8" TH W/ H|[T| HY- 1-3/4" EMBED. AT WOOD USE . BOLTS'. AT k | USE #12X3" � > | SCREWS � CPS CABLE TO PIPE CONNECTOR BURNDY TYPE GAR 1-1/4"0 PIPE CONTINUOUS BEAD OF SILICONE SEALANT KD TOP OF UN|STRUT (TYP.) CONDUIT CLAMP NEOPRENE WASHER 0 THREADED ROD (TYP.) 12^ MIN. LENGTH #6 AWG GROUNDING KIT CABLE 1/2"0 COAXIAL CABLE ANTENNA LENGTHS: 36" THROUGH 72" COPPER ISOLATED GROUND BUS SCALE: SCALE: 9 SCALE: UNUSED INONE d 121 DOOR THRESHOLD DETAIL INONE DETAIL INONE 61 DETAIL Spriff t 0 Sm Sprint PCS Assets, LLC �L/JL_L,| |[Nl­LJKW1/\||L)N: ��/�����\//����� -� [] ��\�UL//\��ULJ`J--LJ PARK [}L^ T��UU[[] | �� | \ r\ TOWER VV L_| \ 700 W. S/\NT4 /\NA A[VFl. S/\NTA /\N/\` C/\ 927[) ] COUNTY OF ORANGE L_ CURRENT ISSUE DATE: 9/22/03 ISSUED FOR. PERMIT r—.`E,..—Dn.E.-----uE./( IL I I -PLANS �_`_—`^~_~ —'. —��L8N�� ���{�M4i<�L) tj�: CONNELL DESIGN GROUP CDG CONSULTING CIVIL ENGINEERS )NSU[TANT: [lR4VVN BY: CAK '----APV ' E. | |[���Nc�UF7F F—�'��—'`~~~' `^—' |EET TITLE: i� e 2" MATCH (E) CONNECTION TO GROUND STRAP CABLE LADDER BOTH SIDES (TYP.) RF TRANS. SCREENING . CONNECTION TO WALL NOTH S CREENING TO MATCH (E) REVEAL C" CLAMP 2"x6"x24" BATTEN BOARD ALIGNMENT SLEEVE 2 A 224 V lvw v v L7- ol "C" CLAMP SUPPORT AND BRACKET ol owl, Zu4T11 11 = e '1 101 0 (E) PARAPET WALL 2 mq I= , r GROUND BOUNDSTRAP K H (ONE SIDE ONLY) PLAN AT "T" JUNCTION PLAN AT TYPICAL RUN PLAN AT WALL/ CONNECTION NOTE: SEE CABLE LADDER NOTES 3/8"0 HILTI KBII FOR ADDITIONAL INFORMATION. UNUSED SCALE: REVEAL DETAIL (TYP.) SCALE: 5 CABLE LADDER DETAILS SCALE: INONE INONE NONE ANCHOR W/ 1/4"x3" LAG BOLT @ EQUAL SPACING (6'-0" O.C. MAX) FOR WOOD FRAME CONSTRUCTION OR 1/2" THREADED ROD W/ HILTI HY-150 W/ MIN. 3 3/8" EMBEDMENT. (LARR #25257) FOR CONCRETE CONSTRUCTION. CABLE LADDER WIDTH 12" MINIMUN;l=\ OR SPANNING JOIST —TO —JOIST AS RE(URED e UNISTRUT P1000T SPRING NUT 5/8 is 0 THREADED RODS, TYP. "C" CLAMP (SAUNDERS BROTHERS SB-157 SLOTTED HANGER CLIP (3/16" HOT ROLLED HOLE) EQUAL SPACING L.L CABLE LADDER LL_ < SEE PLAN FOR LOCATIONS BB *, CIO it NOTE: SECTION "813" AT "C" CLAMP 1. INSTALL UNISTRUT AS REQUIRED OTHERWISE ATTACH DIRECTLY TO CEILING. 2. SEE CABLE LADDER NOTES FOR ADDITIONAL INFORMATION. UNUSED INONE SCALE: 9 UNUSED SCALE: INONE I 6 SECTION T H R U CABLE LADDER SCALE: 12 NONE LUG BOLT THROUGH (2) TWO HOLE LUG, 1. ALL CUT ENDS OF CABLE LADDER TO BE FILED SMOOTH AND W/ STAR WASHERS. REMOVE PAINT AT PAINTED WITH MATCHING COLOR. ALL CONNECTIONS, TYP. 2. BOTTOM OF CABLE LADDER TO BE 7 6" ABOVE FINISH FLOOR. UNLESS NOTED OTHERWISE. ALIGNMENT SLEEVE 3. CORNER BRACKETS TO BE ON THE INSIDE, UNLESS LADDER RUNGS INTERFERE THEN CORNER BRACKETS MAY BE ON THE OUTSIDE. 4. CABLE LADDER RUNGS TO BE ON TOP OF HORIZONTAL LADDER AND AWAY FROM WALL ON VERTICAL LADDERS. 5. NUTS TO BE ON BOTTOM OF ASSEMBLY, OR TOWARDS WALL. ZZ: / 6. 5 /8 " THREADED RODS, SUPPORTING. CABLE LADDER, SPACED 61 — 0 FEET APART. 7. AFTER FINAL LEVELING OF CABLE LADDER CUT ROD SO THAT 1/2" OF THE THREADS ARE EXPOSED BELOW THE NUT. CABLE LADDER CAP WITH SAUNDERS BROS. PN SB 300—D. 8. ANCHOR ALL ENDS OF CABLE LADDER TO WALL GROUND BONDSTRA #6 STRANDED (GR SCALE: 3 DETAIL UNU SCALE: 0 UNUSED SCALE: CA BLE LADDER GENERAL NOTESICE LE: SCASED 114SPL NONE NONE NONE NONE AL 0 d&lmft� -10190-.4 -.&mob, S11 *.It SIM Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 HNIJJLUI IINI­UNMAIIUIN: OG60XC603-B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE —CURRENT ISSUE DATE: E9/22/03 ISSUED FOR. EPERMIT F_ \/ F) PF-nATF F Q (-" P I °TinNl- 9/22/03 'SS' loc 9/16/03 ISSI 190,/ —PLANS HNLHANLU BY: I 2i2Z6 CONNELL DES/GN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX CONSULTANT: DRAWN BY: C H K.: APV.: I IJ C D W DIVIC I LICENSURE:__ --SHEET TITLE: 3,' F Exr)''! DETAILS 0,PFFT N11 INAPP—P- PP-\/iQinNi- I N L_ V IVIVI N. 03222 - 1'-6" 4 i S4 I 7'_5"t (E) PARKING LOT i STRIPING I 21_0" 49_6" 3'_5" 3'_5" 51_5" I EXTREN L4x4x1/4 BRACE I I 1 (TYP.) TOP/BOT. I I I SPRINT PCS LEASE AREA BOUNDARY _17 Li El J I ' i ! i 2 4s2 x1 /4 BEAM Z" 8 _ TOP MID. BOT 1 ( SZ I S2 �S2�-1 ������ () 12 OF N SCREENING I S4 ¢I I I III `o I I � I s2 i (E) PARAPET WALL E: PARKING LOT I i I plc. cr�2 I ( ) _STRIPING — — — W8x24 -I (N) SPRINT PCS 16GA SHEET METAL I EQUIPMENT CABINETS COAX CABLE COVER i N I x 00 (N) SPRINT PCS PANEL ANTENNAS FLUSH 1 2 i I MOUNTED TO (E) WALL S3 Jk S3 JI Jim FUTURE i B U �TTERY CA@�INET`� i B/U BA�T CABINEf,� \\ � � MR43b CEL\ � FUTURE ���L� °O +I N � I ( (TYP.) 1 7 j W8x24 (N) SCREEN WALL FINISH WALL ATTACHMENT Sim. M. I (PER ARCH.) NOTCH PANELS S3 S2 I Y1 3 TO MATCH (E) S2 D 3 +! In BUILDING I - D I (N) EXTREN L4x4x 1 /4 I S2 S2 �P' `i' 5 I SCREENING ANGLE FRMG. 0 I (N) COAX CABLE BRIDGE 11171 I IP====::� 5 II A5 i — — — — --——— — — — — —— ---- ---- (N) SPRINT TS3x3x1/4 PC5 PPC CABINET POST (TYP. OF 2) TS3x3x1 f 4 4"x4" RF TRANS. PLATE @ CORNER (E) PARKING STRUCTURE rT�*� COL. (TYP.) W/ 5/8"0 RF TRANS. THREADED WALLS ROD AND NUTS A5 , 1'-6" 5'-4" 5'-4" 5'-4" 17' - 6"+ ANTENNA SCREENING PLAN @ SECTOR "B" , ��C�� 13/4 ;E'o„ $�. ., 3 EQUIPMENT SCREEN WALL / STEEL SKID PLAN SCALE: 1 1/2 _1 -0!'0 it 2 7 } (E) PARAPET WALL I IF II I 0 11 I I o PROPOSED SPRINT PCS ( II PANEL ANTENNAS BEHIND S4 z RF TRANS. SCREENING I ( II 17' 4 PROPOSED ANTENNA COAX ( I I S4 rT� S4 j/ I I S2 SIM. 5TH LEVEL PARKING STRUCTURE CABLE LADDER I Lu I II • (E) STEEL BEAM f A6 I I II �--- -—-- —o— ��----- — 9 ---——v__------ —I II � �' D. a oo -17 Q.4 ` S3 P-- (N) SCREENING PROPOSED VERT. CABLE TRAY 11 III (PER PLAN) PROPOSED PPC I III I ` , PROPOSED SPRINT PCS A5 CABINET III I Lo --' TS POST COL. EQUIPMENT CABINETS 4 I III PROPOSED ANTENNA COAX (PER PLAN) A5 I III CABLE LADDER IIF II — I III w W I = ���_ = = = �1 I III A6 __ Ili I II i w I I i F1=__!=_1=_1:::]] I I) I i F_1=__1= _1_=_1�9_� II III II I III � � v III°�1=I_I=1�°I I II I I°�1=I_I=1�°i I II I III II I III ry I n 10-�-1� II I III II I III w � III II I III I n 111 11 I III CD Lu +TS BEAM (E) PARAPET JWALL o - 7TOP/MID./BOT.Vu n((II u (PER PLAN)S2 o N SPRINT PCS i a FF_!__!—!F:9 I III FF_I�_I=_!__1=91i II I PANEL ANTENNAS FLUSH 16GA SHEET METAL Ii) IIII IIIIIIIIIIIII (E) EXTER IOR PARKINGMOUNTED TO (E) WALL COAX CABLE COVER L =_0 I — STRUCTURE WALL(TYP.) 7 II F I ( III 2 1 I IL---- III--__� 11—II—L==_�-� I III S3 S3 .-- 1 III 1 III i �z (E) PARKING LOT I STRIPING III I 2 © > 2 (N) STEEL SKID Sim. Sim (PER PLAN) S2 I III 4 aJ S2 4TH FLOOR PARKING STRUCTU E ANTENNA SCREENING PLAN SECTOR "C" SCALE: �••�� 4 EQUIPiVIENT ELEVATION /SECTION _.. _ 1 2 3/4 _1-0 0 $ 2 16 5'-10" 5'-1011 5'-10" NOTCH PANELS TO MATCH (E) (N) RF TRANS. SCREENING PAINTED AND TEXTURED TO (N) RF TRANS. SCREENING BUILDING 5 MATCH (E) BUILDING ANGLE FRMG. A6 / .--- i # #17 ZI --- I I I EXTREN L4x4x1/4 BRACE $ (TYP.) TOP/BOT. S2 i - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - � I ! A6 mr Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 HNUJL �, I IINI-UNMAI IUIN: OG60XC603—B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE —CURRENT ISSUE DATE: 9/22/03 ISSUED FOR: PERMIT r—REV.:=DATE: DESCRIPTION: BY:—i 9/22/03 ISS 1 OC 9/16/03 ISS 90� -PLANS PREPARED BY: CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92698 (949) 753-8807 OFFICE - (949) 753-8833 FAX -CONSULTANT: DRAWN BY: CHK.: APV.: JC DW DMC F—LICENSURE: --SHEET TITLE: EQUIPMENT EQUIPMENT ANTENNA gHFFT NIINARP-R- SITE PLAN, ELEVATION, SCREENING PPA/ICInNI- v� I v v I v I I L_I \. 1 \L_ V II -;I V I V. 03— 222 rT� 1 -6" \F (r, 61, Of r_� ---(N) SPRINT BTS CABINET 71' 7 TS COL. PER PLAN) v 1/2-0 THREADED ROD W/ 3" EMB INTO (E) NOTCH PANELS TO //-5/8"0 BOLT PER MANUF. MATCH (E) BUILDING 114V CONIC. SLAB W/ HIL71 RECOMMENDATIONS (N) SPRINT PCS HY HIT-150 EPDXY (N) STEEL BEAM (PER PLAN) PANEL ANTENNA (TYP.) T Cr NEW RF TRANS. SCREENING TO Q < 7 7 (E) BLDG. iMATCH (E) BUILDING PARAPET (BY OTHERS) WALL ( f (I I / i I < < LLJ -A- WALL ATTACHMENT OF 3 LOCATIONS) S'M'Q�3(Typ' n (E) CONC. SIB 112"0 THREADED ROD III I 1/4" STEEL PLATE @ 24" O.C. MAX. W/ L3x3x 1 /4 I(E) CONC. SLAB HILTI HIT HY 150 EPDXY 1 NON -SHRINK GROUT ADHESIVE WITH 4" MIN. #10 SCREWS @ 6" O/C (TYP.) AS REQ. FOR LEVELING EMB. INTO (E) CONCRETE 16CA SHEET METAL COAX CABLE 5/8"OFRP THREADED ROOF SLAB (ICBO #5193) ROD AND NUT (TYP.) + COVER W/ #10 SCREWS CN S4 (PAINTED TO MATCH (E) BUILDING) < 5TH FLOOR W—EXTREN 525 L4x4x1/4 PARKING ANTENNA SCREENING FRAME. ) CrZD --- — — — — — — LLJ SCALE: SCALE: 3/8"0 HLITI DETAIL KBII PROPOSED COAX CABLE CORE DRILL (E) CONIC. SLAB (N) SPRINT BTS CABINET (E) STEEL BEAM—/ 7 7-7 L3x 3x 1 /4 16GA GALV. BOTTOM COVER (N) 24 GA. 1-1/2x2" 1/4" STEEL PLATE W/ 1 1) 0 WEEP HOLES @ 5/8"0 A307 BOLTS CORRUGATED v "i 12" O/C PAINTED TO MATCH (TYP.) STEEL SCREENING STEEL CHANNEL (E) BUILDING 1/4" STEEL PLATE (PER PLAN) . EACH SIDE 114V SIDE 5/8"0 A307 SIDES IDES 1 1/4 5/8 0 FRIP THREADED ROD AND NUT (TYP.) — — — 1 NON -SHRINK 4- — — — — GROUT FOR LEVELING WALL ATTACHMENT Sim. RF TRANSPARENT SCREENING TO TS BEAM MATCH (E) BLDG. PER PLAN TS COL. PER PLAN —#10 SCREWS @ 6" O/C Q < (TYP.) 1/2"0 THREADED ROD W/ 3" EMB INTO (E) (E) CONIC. SLAB CONIC. SLAB W/ HILTI (E) BLDG. WALL DETAIL "A" EXTREN 525 L4x4xl/4 HY HIT EPDXY SCALE: 7 SCALE: SCALE: RF TRANS. SCREENING SECTION DETAIL 5 DETAIL 2 WIN -0 RF TRANS. SCREENING PAINTED AND TEXTURE TO MATCH (E) BLDG. 1/4"STEEL PLATE EXTREN L4x4xl/4 (N) CHANNEL PER PLAN FRAMING-55/8"o RF TRANS. T;:—(E) CONC. SLAB 1/4" STEEL PLATE cy Lid, cy (N) CHANNEL PER PLAN wit i Lid L . .... .... 1/4 SIDES (TYP.) EQ. EQ. (2) 3/4"0 A307 BOLT (TYP.) I THREADED ROD A rrn rm// E)(TREN 4x 4x 114 BRACE li it II II 1 "ll BRACE 41 /4 D NUTS TYP. 1/4 (N) CORRUGATED STEEL SCREENING 1/4 5/8"0 A307 BOLTS I (PER PLAN) aZI (TYP.) o0 luo Fl:l < TS COL. (PER PLAN) 1/4" STEEL PLATE— zn EACH SIDE I TS BEAM 1/2"0 THREADED ROD PER PLAN W/ 3" EMB INTO (E) TS COL. PER PLAN #10 SCREWS @ CONIC. SLAB W/ HIL11 6" O/C (TYP.) 1 1/2" 5" 1 1/2" HY HIT-150 EPDXY 8" Sim.(E) PARAPET WALL � �3WALL ATTACHMENT SCALE: SCALE: SCALE: DETAIL NONE RF TRANS. SCREENING ELEVATION 211=1 1.0" 8 DETAIL 6, DETAIL "—wow 1211-1 I -OWN 3 0 sl Sm Sprint PCS Assets, LLC 18200 VON KARIVIAN, SUITE #100 RVINE, CA 92612 1-muit-ul llNr_umlvl/_\llulN: 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE CURRENT ISSUE DATE: F9/22/03 ISSUED FOR. - PERMIT PPA/ #—nATP-*—F)FQrPlQTinNi- PY. F 9/22/03 ISSI 1 oc z o 9/16/03 ISSN 900/ PLANS PREPARED BY: i 2 L Zd CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX -CONSULTANT: DRAWN BY: - CHK.:-APV.: ic DW DMC 7LICENSURE: I I- SHEET TITLE: DETAILS I qk­IFP-T NII INAPP-P- PP_\/lQlnNl- L_ I I N \.� I v I L_j L_ I I \ I V I I_j I VI V. 1 03-222 GENERAL STRUCTURAL NOTES: 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ° EXISTING CMU/BRICK WALL - EXISTING CONCRETE WALL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, ANTENNA PIPE MOUNTING BRACKET PER PLAN I . - ° ANTENNA PIPE MOUNTING BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY ° a' BRACKET PER PLAN STRUCTURAL MEMBER BE CUT FOR PIPES DUCTS ETC. UNLESS OTHERWISE > 1/2"0 THREADED ROD 5/8"0 THREADED ROD 4° ° NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. (2 TOTAL MIN.) U-BOLT PER PLAN W/ 3" EMBEDMENT INTO ° ` 4 U-BOLT PER PLAN 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY °° L3X3X 1 /4 (12"f LONG) o ANTENNA PIPE MOUNT (E) CONC. WALL W/ HILTI HIT-150 EPDXY (2 TOTAL) ° ° °. ANTENNA PIPE MOUNT FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT PER PLAN 4 PER PLAN INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT L3X3X1/4 X 12° a L3X3X1/4 X 12" THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD SPRINT PCS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF SPRINT PCS OR THE ARCHITECT/ENGINEER. FOR HOLLOW WALLS UP TO 20" THICK FOR SOLID CONCRETE/CMU WALLS 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL .PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS - EXTERIOR WALL FINISH EXTERIOR WALL FINISH DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO ( STUCCO OR EIFS) (STUCCO OR EIFS ) BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE STEEL STUD WALL 0 ANTENNA PIPE MOUNTING WOOD STUD WALL ANTENNA PIPE MOUNTING SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. BRACKET PER PLAN BRACKET PER PLAN 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 1/2"0 THREADED ROD 1/2"0 LAG SCREW W/ 3" � (2 TOTAL MIN.) U-BOLT PER PLAN MIN. EMBEDMENT INTO WOOD `�-- U-BOLT PER PLAN 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE L3X3X1/4 SPAN OVER 2 STUD (2 STUDS TOTAL MIN.) ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. STUDS MIN. (24"f LONG) ANTENNA PIPE MOUNT ANTENNA PIPE MOUNT PER PLAN PER PLAN 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. INTERIOR WALL FINISH L3X3X1/4 SPAN OVER 2 INTERIOR WALL FINISH L3X3X1/4 SPAN OVER 2 THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN (DRYWALL OR STUCCO) STUDS MIN. (24"f LONG) (DRYWALL OR STUCCO) STUDS MIN. (24"f LONG) CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. FOR STEEL STUD WALLS FOR WOOD STUD WALLS 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. UNUSED ICILINONEE. 6 ANTENNA MOUNTING DETAIL SCALE: NONE 12. THE FALLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL_ BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND / I - - THE BUILDING OFFICIAL. STANDARD ANTENNA MOUNTING BRACKET I C. THE SPECIAL INSPECTOR SHALL_ SUBMIT A FINAL REPORT SIGNED BY 12'-2" III - L3x3x1/4 TYP. BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK III REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE I / 1 /2" b U-BOLT APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE III WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. I III 6„ 2'-3" 9,� 2'-3" 9» 2'-3„ I 2'-3„ 6" D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS II 13. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION I I (N) PANEL ANTENNA OR MATERIAL FABRICATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. ( - _ � 14. CONTRACTOR TO VERIFY ALL DIMENSIONS, MATERIALS ETC. WITH ARCHITECTURAL BEFORE CONSTRUCTION/FABRICATION STANDARD STRUCTURAL STEEL NOTES: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A572 GR. 50 UNLESS NOTED OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE B. 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. 2" 0 STD. ANTENNA MOUNTING PIPE N N c 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY "' USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. 9 6. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING S2 TYP' NOTE: 7. ALL STEEL MUST BE FABRICATED IN A CITY APPROVED WELDING FACILITY VERIFY HOLE MOUNTING 3/40 x 1-1/4" SLOTTED HOLES (TYP.) PATTERN WTH MANUFACTUIRER BEFORE ANTENNA MOUNTING DETAIL SCALE:d 2 8 BEBORE FABRICA�ON/CONSF SHOPDTRUCT RAWI�N TO THE ARCHITECT/ENGINEER FOR REVIEW TOP FLANGE FABRICATION / NONE 9. ALL EPDXY ANCHORS SHALL USE THE HILTI HIT HY 150 INJECTION ADHESIVE ANCHOR CONSTRUCTION. SYSTEM, SIZE AS INDICATED ON THE PLANS, (ICBO #5193, LARR #25257) OR APPROVED EQUAL 10. ALL EXPANSION ANCHORS SHALL 13E HILTI KB II ANCHORS, SIZE AS INDICATED ON THE PLANS (ICBO #4627, LARR #24946) OR APPROVED EQUAL 12'-2" 5/8"0 A307 BOLT (TYP.) 6" EQ. (24" MAX) EQ. (24" MAX) EQ. (24" MAX) EQ. (24" MAX) EQ. (24" MAX) EQ. (24" MAX) 6" 1/4" PLATE (TYP.) FIBERGLASS NOTES - 1. ALL FIBERGLASS STRUCTURAL SHAPES MUST BE MMFG - - - - - - EXTERN 525 OR APPROVED EQUAL AND CANNOT BE PUNCHED OR SHEARED.CN _ ALL CUTS INCLUDING BOLT HOLES MUST BE SEALED WITH MMFS EPDXY. i I 2. ALL FIBERGLASS NEEDS TO BE PROTECTED WITH _ UV COATING, IF EXPOSED TO DIRECT SUNLIGHT. 3. ALL METALLIC PARTS (STRUCTURAL STEEL SHAPES, BOLTS T----------------------- --------------------- -----------__-----------T- ETC.) MUST BE KEPT BEHIND THE ANTENNAS. _. 24 Lvj 4. USE 5/8" DIA. FIBERBOLT FASTENERS FOR ALL EXTREN I x CONNECTORS, UNLESS NOTED OTHERWISE. I I TUBE STEEL PER PLAN :7 5. MINIMUM FASTENER EDGE, (DISTANCE AND SPACING, ( X N it X i UNLESS OTHERWISE NOTED: ( 00 00 I N N END EDGE DISTANCE - 3 X DB I I 5/8"� A307 BOLT (TYP.) SIDE EDGE DISTANCE - 2 X DB _ W8x24 ( 1/4" PLATE (TYP.) PITCH (SPACING) - 5 X DB J-----------------------------------L 6. ALL FABRICATED IS GOVERNED BY MMFGS EXTREN ---------------------------- DESIGN MANUAL 7. FIBERGLASS SKIN IS 1/4" THICK, WITH FACING 1/8" THINK MIN. N 8. FIBERGLASS SKIN FLEXURAL_ CAP = 800 LB-IN/FT MIN. )9 9. BOND (CHEMICAL OR MECHANICAL) BETWEEN EXTREN S2 TYP. (N) 5/8"0 HILTI KBII WITH BOTTOM FLANGE 3" EMBEDMENT INTO (E) AND FIBERGLASS SKIN TO BE SUFFICIENT FOR THE MATERIALS TO ACT COMPOSITELY. CONCRETE SLAB @ 24" O.C. (LARR #24946) GENERAL STRUCTURAL NOTES SCALE: g STEEL SKID PLAN SCALE: 5 DETAIL s 3 NONE NONE C� EgEl E31EJ Ems] Cam] C� Ell Cal T------- ------------ ----- ---------- - - - - - - - - - - - - - - ---- --------------T- W8x24 ico 0 I I � i I W8x24 I EMI E-f1 Im CAI EMI E'er • to S11! Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 IRVINE, CA 92612 l�lZ"=l\IZql:41� I.\�[911S OG60XC603-B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE --CURRENT ISSUE DATE: 9/22/03 -ISSUED FOR: I PERMIT I REV.: --DATE: DESCRIPTION: BY:� 9/22/03 ISS 10( 9/16/03 ASS 909 -PLANS PREPARED BY: CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX -CONSULTANT: -DRAWN BY: CHK.: APV.: JC DW DMC F-UCENSURE: <� zAD k � � f 1 --SHEET TITLE: DETAILS, GENERA STRUCTURAL NOTES RP_\/ICInNI• li I I T II I I - EXTREN L4x4x 1 /4 RF TRANS. FRMG. 5/8" 0 RF TRANS. THREADED ROD I I AND NUT (TYP.) I II II I II I I II X ►� I I ►� J I i it I II N I I I) I Ln RF TRANS. SCREENING I) W (BY OTHERS) PAINTED I AND TEXTURED TO (( ` I I I � w I MATCH (E) BUILDING ( J X I (N) SPRINT PCS II II Lo w I __j I ( PANEL ANTENNAS I)><I I) Lo J II J I II x w w Ln Ln I I LLJ Lu 7'1 I z I I z I I EXTREN 525 L4x4x 1 /4 5 \_RF TRANS. SCREENING THE 6'-0" MAX (TYP.) AN D OTEXTURED AIONTED MATCH (E) BUILDING UNUSED SCALE: g DETAIL ONESCALE. 6RF TRANS. SCREENING ELEVATION13/4 SCALE: NONE "=1'-0" RF TRANS. SCREENING PAINTED AND TEXTURED TO MATCH (E) BUILDING i I 1 WALL ANCHORAGE EXTREN L4x4x1/4 I RF TRANS. SCREENING 5/8" 0 RF TRANS. — — — — — — — — FRAME THREADED ROD AND NUT (TYP.) lu 5/8" 0 RF TRANS. THREADED ROD AND I ' EXTREN L4x4x1/4 NUT (TYP.) I RF TRANS. FRMG. (E) PARAPET WALL EXTREN L4x4x 1 /4 BRACE UNUSED SCALE: 9 UNUSED SCALE: 9 DETAIL SCALE: 4 DETAIL 12"=l SCALE, 2 NONE NONE NONE -0 TS BEAM @ TOP/BOT. (PER PLAN) I TYVAC BUILDING 0 PAPER ON BACKSIDE EXTREN L4x4x1/4 RF TRANS. FRMG. 18GA 3" STEEL STUDS 0 1 /2" DENSE GLASS SHTG. ATTACH TO STEEL STUDS @ 16" O/C PER MANUF. INSTRUCTIONS RF TRANS. SCREENING I � z PAINTED AND TEXTURED I o- TO MATCH (E) BUILDING � 0 I (N) DRYVIT FINISH (SEE ARCH.) 18CA TRACK @ TOP/BOT 5/8"0 RF TRANS. W/ (2) #120 SCREWS @ THREADED ROD EACH STUD. O AND NUT (TYP.) (2) #120 SCREWS @ 16" O/C (TYP.) UNUSED SCALE: U N U �+ E D SCALE: 9 JUNUSED SCALE: 5 DETAIL SCALE: NONE �7 NONE NONE 1 "=111-0" 3 SpIf fit 0 SMI Sprint PCS Assets, LLC 18200 VON KARMAN, SUITE #100 RVINE, CA 92612 I-'KUJ�I' I IINI-uNIVIAI IUIN: OG60XC603-B PARK TOWER 200 W. SANTA ANA BLVD. SANTA ANA, CA 92701 COUNTY OF ORANGE =CURRENT ISSUE DATE: 9/22/03 -ISSUED FOR: PERMIT r—REV.:=DATE: DESrRipTinm- RY• 9/22/03 ISSi 1 OC 9/16/03 ISSi 900/ =PLANS PREPARED BY: CONNELL DESIGN GROUP CONSULTING CIVIL ENGINEERS 16 TECHNOLOGY DR., SUITE 209, IRVINE, CA 92618 (949) 753-8807 OFFICE - (949) 753-8833 FAX -CONSULTANT: LDRAWN BY: CHK.: APV.: JC DW DMC r—LICENSURE: z �, {� a x ..0 o =SHEET TITLE: RF TRANS. SCREENING ELEVATION, DETAILS gHFFT NIIINARFR- RP-\/ICIr)NI- jl�