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HomeMy WebLinkAbout10150536-37.pdfTHE NEW PROJECT ENTAILS: INSTALLATION OF A 11-5"x28'-0" SHELTER MOUNTED ON A CONCRETE SLAB & 2 GPS ANTENNAS; INSTALLATION OF ANTENNAS MOUNTED AT ±36-0" TO TOP OF ANTENNA ABOVE GROUND LEVEL ON AN EXISTING BUILDING BEHIND PROPOSED SCREENWALL; COAX CABLE RUNS FROM EQUIPMENT TO PANEL ANTENNAS; A 200A ELECTRICAL & TELEPHONE SERVICE TO EQUIPMENT. COAX CABLE JUMPER SECTOR DIRECTION AZIMUTH TOP OF LENGTH LENGTH COAX ANTENNA ANTENNA (± 5') (± X) SIZE A SOUTHEAST 1200 ±36-0" 200'-0" 10, 1 5/8" B SOUTHWEST 2400 ±36-0" 210'-0" 10, 1 5/8" C NORTH 00 ±35'-0" 180'-0" 10, 5117 1 ST STREET SANTA ANA, CA 92703 1 1 W 1st ST 501 LINDELL LN VICINITY MAP S NTS GAS COMPANY ELECTRIC COMPANY TELEPHONE COMPANY WATER COMPANY SCHOOL DISTRICT 11 UTILITY CONTACTS TBD TBD BOB HOLTE TBD MMIIIIM. I L� bill 701 11FA I a" WSJ DESCRIPTION DATE B 1 90% PRELIMINARY 06/16/05 B2 100% ISSUED FOR CID SUBMITTAL 07/28/05 PLAN CHECK CORRECTIONS 10/10/05 FolflowinC., ApprOVE15; 11/2/05 nt TE;CIVIL ENGINEER: CDG DRAWN BY: ic .@Int CHECKED BY: DW REVISIONS REV DATE DESCRIPTION BY a M SM Q 07/28/05 100% ISSUED RT FOR CD SUBMITTAL 1PLAN 1 10/10/05 CHECK DW CORRECTIONS 2 11/2/05 PLAN CHECK DW CORRECTIONS Jx PROPRIETARY INFORMATION MIZ404ORM 000043-01 -P3-B3 ROOFTOP PBRE SANTA ANA 61TRIGUI PROJECT DATA APPLICANT: *III *AM A A . . 0 A 0 CLIENT'S REPRESENTATIVE: INFRANEXT COSTA MESA, CA 92626 CONTACT: TIM MILLER PHONE: (714) 557-6052 51000—&-Y&19•12 SBC 8401 PAGE ST., RM 110 BUENA PARK, CA 90621 CONTACT: MITCHELL PORRAS PHONE: (714) 284-3356 .... . ..... B LALD I 1 G AR EAS EXISTING TWO-STORT .'tUILDING: 17430 SQ FT- SQUARE FEET OF LEASE AREA: 336 SQ. FT. ZONING: C-2 EXISTING OCCUPANCY: N/A OCCUPANCY CLASSIFICATION: S-1 CIVIL ENGINEER: THE INFORMATION CONTAINED IN THIS SET ------------------ OF DRAWINGS IS PROPRIETARY BY NATURE. ARIMCHIIITECTURML STRUC7 RURL ANY USE OR DISCLOSURE OTHER THAN U THAT WHICH RELATES TO CINGULAR C E F-7 E D F 0, P, C 0 Tq UmWIRELESS IS STRICTLY PROHIBITED.fiKft, T 17 0 114 EIRNA114 A C F P ERATE PERF [Ttl ART 191,1QUIR, ED FOR CLIENT: S-E-JAM, �','�'TCINAPNENCPZL PLAN13- "-,,-)N8TR-T PE Y, b,-� kept on thO i0b R g S or 'Milm',ul !o mWkil !,iny cha e p 'worl from the ■L"000 C', y o I S t n a A na sm X Ingular wX 'I, U I - f lhiS P1, ',ped'.1cs' ns S ALL WT Tha , — in and L iI tio N r --Nj 8 I -A2-C)NI I,"-- : L C�3 Ma Vdation of any prcv�sionz 0, ivt, u "I , Ce Of -Mais Law, WIRELESS o ji Acce p-ts, rd Da-ite a4aeol 5 Project Office: M P k r, I "TA MOF SAN, 12900 Park Plaza Drive IA Cerritos, California 90703 l T)qtk mgmro bhR I&Suled— PROJECT MANAGER: SHEET INDEX ...Zgo CDG-CONNELL DESIGN GROUP, L.L.C. 4685 MACARTHUR COURT., STE 480 NEWPORT BEACH, CA 92660 CONTACT: DEAN WALKER PHONE: (949) 306-4654 SURVEYOR: FLOYD SURVEYING, INC. 2553 WAGON WHEEL RD. NORCO, CA 92860 CONTACT: DAVID A. FLOYD PHONE: (951) 278-1371 STRUCTURAL ENGINEERING: CDG-CONNELL DESIGN GROUP, L.L.C. 4685 MACARTHUR COURT., STE 480 NEWPORT BEACH, CA 92660 CONTACT: DAN CONNELL PHONE: (949) 753-8807 ELECTRICAL ENGINEERING: 4685 MACARTHUR COURT., STE 480 NEWPORT BEACH, CA 92660 CONTACT: DAN CONNELL P'HONE: (949) 753-8807 ASSESOR'S PARCEL NUMBER: 100-301-11 PROPERTY LEGAL DESCRIPTION: PLEASE SEE SURVEY ON C-1 SHEET FOR COMPLETE LEGAL DESCRIPTION ADA COMPLIANCE: NOT APPLICABLE FOR UBC 1103.1.1-1 TYPE OF CONSTRUCTION: VN T-1 TITLE SHEET T-2 CONSTRUCTION NOTES C-1 SITE SURVEY G-2 SITE SURVEY A-1 SITE PLAN A-2 ENLARGED SITE PLAN &ANTENNA LAYOUT A-3 ELEVATIONS A-4 ELEVATIONS D-1 DETAILS D-2 DETAILS D-3 DETAILS EN-1 ELECTRICAL NOTES I A E-1 ELECTRICAL SITE PLAN, SINGLE LINE AND PANEL SCHEDULE E-2 ELECTRICAL GROUNDING E-3 ELECTRICAL DETAILS MAgsly'R TI Lmdscp, tAV pe 0 F7 `.ANNUNI(3 ........ j V 6 I-U J •00 * 00 INFMNEXT 150 PAULARINO AVE. SUITE A-166 COSTA MESA, CA 92626 PHONE:(714) 557-6052 CIVIL ENGINEER: J1000ltlllllIlllllll 4100� CONNELL DESIGN GROUP, LLC CONSULTING CIVIL ENGINEERS 4685 MACARTHUR COURT, SUITE 480, NEWPORTBEACH CA 92660 (949) 753-8807 OFFICE - (949) 753-8833 FAX CDG#: 05-830 CONSULTANT: y CPATF--,,4L�� --a SANTA ANA POLICE OZPT� j�� - 1) 6 -2541 011' ► �"-il 000043-01 —P3—B3 SITE TYPE: ROOFTOP ANTENNA INSTALLATION LOCATION: 5117 W 1 st STREET SANTA ANA, CA 92703 COUNTY OF ORANGE APPL. TYPE: TITLE: TITLE SHEET SHEET NUMBER: T-1 I & A.B. ANCHOR BOLT GRND. GROUND ABV. ABOVE HDR. HEADER ACCA ANTENNA CABLE COVER ASSEMBLY HGR. HANGER ADD'L ADDITIONAL HT. HEIGHT A.F.F. ABOVE FINISHED FLOOR ICGB. ISOLATED COPPER GROUND BUS A.F.G. ABOVE FINISHED GRADE IN.(") INCH(ES) ALUM. ALUMINUM INT. INTERIOR ALT. ALTERNATE LB.(#) POUND(S) ANT. ANTENNA L.B. LAG BOLTS APPRX. APPROXIMATE(LY) L.F. LINEAR FEET (FOOT) ARCH. ARCHITECT(URAL) L. LONG(ITUDINAL) AWG. AMERICAN WIRE GAUGE MAS. MASONRY BLDG. BUILDING MAX. MAXIMUM BLK. BLOCK M.B. MACHINE BOLT BLKG. BLOCKING MECH. MECHANICAL BM. BEAM MFR. MANUFACTURER B.N. BOUNDARY NAILING MIN. MINIMUM BTCW. BARE TINNED COPPER WIRE MISC. MISCELLANEOUS B.O.F. BOTTOM OF FOOTING MTL. METAL B/U BACK-UP CABINET ) NNO).(#) CAB. CABINET NUMBER CANT. CANTILEVERED) N.T.S. NOT TO SCALE C.I.P. CAST IN PLACE O.C. ON CENTER CLG. CEILING OPNG. OPENING CLR. CLEAR P/C PRECAST CONCRETE COL. COLUMN PCS PERSONAL COMMUNICATION SERVICES CONC. CONCRETE PLY. PLYWOOD CONN. CONNECTION(OR) PPC POWER PROTECTION CABINET CONST. CONSTRUCTION PRC PRIMARY RADIO CABINET CONT. CONTINUOUS P.S.F. POUNDS PER SQUARE FOOT d PENNY (NAILS) P.S.I. POUNDS PER SQUARE INCH DEL. DOUBLE P.T. PRESSURE TREATED DEPT. DEPARTMENT PWR. POWER (CABINET) D.F. DOUGLAS FIR 01Y. QUANTITY DIA. DIAMETER RAD.(R) RADIUS DIAG. DIAGONAL REF. REFERENCE DIM. DIMENSION REINF. REINFORCEMENT(ING) DWG. DRAWING(S) REQ'D. REQUIRED DWL. DOWEL(S) RGS. RIGID GALVANIZED STEEL EA. EACH SCH. SCHEDULE EL. ELEVATION SHT. SHEET ELEC. ELECTRICAL SIM. SIMILAR ELEV. ELEVATOR SPEC. SPECIFICATION(S) EMT. ELECTRICAL METALLIC TUBING SQ. SQUARE E.N. EDGE NAIL S.S. STAINLESS STEEL ENG. ENGINEER STD. STANDARD EQ. EQUAL STL. STEEL EXP. EXPANSION STRUC. STRUCTURAL EXST.(E) EXISTING TEMP. TEMPORARY EXT. EXTERIOR THK. THICKNESS) FAB. FABRICATION(OR) T.N. TOE NAIL F.F. FINISH FLOOR T.O.A. TOP OF ANTENNA F.G. FINISH GRADE T.O.C. TOP OF CURB FIN. FINISHED) T.O.F. TOP OF FOUNDATION FLR. FLOOR T.O.P. TOP OF PLATE (PARAPET) FDN. FOUNDATION T.O.S. TOP OF STEEL F.O.C. FACE OF CONCRETE T.O.W. TOP OF WALL F.O.M. FACE OF MASONRY TYP. TYPICAL F.O.S. FACE OF STUD U.G. UNDER GROUND F.O.W. FACE OF WALL U.L. UNDERWRITERS LABORATORY F.S. FINISH SURFACE U.N.O. UNLESS NOTED OTHERWISE FT.(') FOOT(FEET) V.I.F. VERIFY IN FIELD FTG. FOOTING W WIDE(WIDTH) G. GROWTH (CABINET) W/ WITH GA. GAUGE WD. WOOD GI. GALVANIZE(D) W.P. WEATHERPROOF G.F.I. GROUND FAULT CIRCUIT INTERRUPTER WT. WEIGHT GLB.(GLU-LAM) GLUE LAMINATED BEAM CENTERLINE GPS GLOBAL POSITIONING SYSTEM PLATE Q NEW ANTENNA EXISTING ANTENNA 0 GROUND ROD GROUND BUS BAR MECHANICAL GRND. CONN. ■ CADWELD 10 GROUND ACCESS WELL ELECTRIC BOX T] TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT A REVISION - (X } GRID REFERENCE X DETAIL REFERENCE X Izzy ELEVATION REFERENCE x SECTION REFERENCE (E) BRICK (E) MASONRY CONCRETE EARTH no°oQo°Qo°m GRAVEL PLYWOOD SAND WOOD CONT. WOOD BLOCKING STEEL - - - - CENTERLINE ---------- PROPERTY/LEASE LINE -- MATCH LINE -- WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT E ELECTRICAL CONDUIT A COAXIAL CABLE T&E OVERHEAD SERVICE CONDUCTORS X CHAIN LINK FENCING 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 13. CONTRACTORS SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE 1. PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS DATE: 11 /2/05 A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, CIVIL ENGINEER: CDG INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. EXISTING CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL EQUIPMENT, ETC., SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE INSTALLATIONS AS INDICATED ON THE DRAWINGS. 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS SATISFACTION OF THE PROPERTY OWNER, OR HIS REPRESENTATIVE, AND ATTWS' DRAWN BY: JC EXEMPT FROM DISABLED ACCESS REQUIREMENTS. REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED CHECKED BY: DW BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR BY THE CONTRACT DOCUMENTS. REVISIONS SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP, AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE 3. CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT,) AT REV DATE DESCRIPTION BY DOCUMENTS, FIELD CONDITIONS, AND CONFIRM THAT THE PROJECT CAN BE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT BY (800) 227-2600, FOR UTILITY LOCATIONS, 48 HRS BEFORE PROCEEDING WITH ACCOMPLISHED AS SHOWN, PRIOR TO PROCEEDING WITH SUBMISSION OF BIDS ATTWS. ANY EXCAVATION, SITE WORK OR CONSTRUCTION. 0 07/28/05 100� ISSUED RT & CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE CONTRACTORS SHALL IMMEDIATELY NOTIFY PROJECT MANAGER, AND 15. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN FOR CD SUBMITTAL THE ARCHITECT IN WRITING. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY PLAN CHECK CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. IT INDICATED OTHERWISE, OR WHERE LOCAL CODES OR REGULATIONS TAKE 1 10/10/05 CORRECTIONS DW BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL PRECEDENCE. AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM 2 11 /2 / 05 PLAN CHECK DW CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO FROM DAMAGE. THE CONTRACTORS SHALL BEAR ALL EXPENSES FOR REPAIR 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UBC'S CORRECTIONS REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN REQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUT NOT LIMITED PROPRIETARY INFORMATION CONJUNCTION WITH THE EXECUTION OF WORK. TO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, AND 4. DRAWINGS SHALL NOT BE SCALED. FIGURED DIMENSIONS HAVE MECHANICAL EQUIPMENT. ALL WORK MUST COMPLY WITH LOCAL EARTHQUAKE THE INFORMATION CONTAINED IN THIS SET PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY CODES AND REGULATIONS. OF DRAWINGS IS PROPRIETARY BY NATURE. ANY USE DISCLOSURECINGUL OTHER HAN OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF ALL OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB CH THAT WHICH RELATES TO CINGULAR R DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE IS COMPLETED AND ACCEPTED BY ATTWS. 6. REPRESENTATIONS OF TRUE NORTH OTHER THAN THOSE FOUND ON THE WIRELESS IS STRICTLY PROHIBITED. ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE ACCURACY OF PLOT OF SURVEY DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 17. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY CLIENT: FACILITIES AS REQUIRED BY THE PROPERTY OWNER AND THE CITY OR SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS 5. CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AND THE ARCHITECT IF GOVERNING AGENCY. AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY ANY DETAILS ARE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS 18. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE sn�MINOR angular MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, TO NOTIFY THE ARCHITECT/ENGINEER. BE INCLUDED AS PART OF THE WORK. ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE WIRELESS ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE 7. THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT 6. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY CARE OF THE JOB SUPERINTENDENT. LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK, OR AS THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE OTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT 19. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON JURISDICTION. Project Office: MANAGER, AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE A DAILY BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING 12900 Park Plaza Drive PROCEEDING WITH THE WORK. THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEANUP UPON COMPLETION OF 8. THE ARCHITECT/ENGINEER, CONNELL DESIGN GROUP LLC, AND Cerritos, California 90703 WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE REPRESENTATIVES OF THE OWNER, MUST BE NOTIFIED AT LEAST TWO FULL 7. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE END OF EACH DAY. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROJECT MANAGER: CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR, REGARDING THEIR EXACT MEANING, THE PROJECT MANAGER, AND THE 9. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR 20. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY LINES, UNLESS OTHERWISE NOTED. PROCEEDS WITH THE WORK. OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. "•�� s*•' 10. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS 8. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND 21. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED. SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE .«s.•��#���ps INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE ARCHITECT/ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY THOSE IN THE COST OF THE WORK TO ATTWS. 22. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION E� E)�CT` OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS SHOWN ON THE PLANS, OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK, USING THE FACILITY AND PROJECT SITE, CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. 150 PAULARINO AVE. SUITE A-166 CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES, 23. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS CONTRACTORS SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED COSTA MESA, CA 92626 AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, THAN 2-A OR 2-A, 10-BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING PHONE:(714) 557-6052 INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER PORTIONS OF THE PROJECT CONSTRUCTION AREA. OR ADJUSTING EXISTING UTILITIES. AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE'S 24. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 11. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTALLY CIVIL ENGINEER: AND 810. AND VERTICALLY, PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR 10. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM 25. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS PRACTICE: TO LIMIT INFILTRATION OF AIR AND MOISTURES. CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE NRCA - NATIONAL ROOFING CONTRACTORS ASSOCIATION SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN %;� E> N*.= O'HARE INTERNATIONAL CENTER 26. U.N.O., CONTRACTOR SHALL PROVIDE CLOSE-OUT PACKAGE TO ATTWS RISK AND EXPENSE. 10255 W. HIGGENS ROAD, SUITE 600 ROSEMONT, IL WHICH WILL INCLUDE: 12. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO CONNELL DESIGN GROUPj LLC 60018 (CONTRACTOR SHALL REFER TO THEIR CURRENT CONTRACT FOR A COMPLETE LIST OF DELIVERABLES.) SMACNA - SHEET METAL AND AIR CONDITIONING BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. CONSULTING CIVIL ENGINEERS 4685 MACARTHUR COURT, SUITE 480, NEWPORTBEACH CA 92660 CONTRACTORS NATIONAL ASSOCIATION A. BUILDING PERMITS/ELECTRICAL PERMITS 4201 LAFAYETTE CENTER DRIVE CHATTILY, VA 13. ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION (949) 753-8807 OFFICE - (949) 753-8833 FAX 22021-1209 B. FINAL INSPECTION CARD C. STAMPED BUILDING PERMIT PLANS SHALL BE RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF CDG#: 05-830 WORK. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR ITLP - INTERNATIONAL INSTITUTE FOR LATH AND PLASTER D. GROUNDING TEST IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON "AS -BUILT" CONSULTANT: 820 TRANSFER ROAD E. SWEEP TEST ST. PAUL, MN 55114-1406 F. CONCRETE TEST DRAWINGS BY GENERAL CONTRACTOR, AND ISSUED TO ARCHITECT/ENGINEER AT G. SPECIAL INSPECTION REPORTS COMPLETION OF PROJECT. AMA - ADHESIVE MANUFACTURERS H. WARRANTIES, MANUAL, EQUIPMENT SPECIFICATIONS ASSOCIATION 1. SUBCONTRACTOR CONTACT UST 14. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, 401 NORTH MICHIGAN AVENUE, SUITE 2400 J. RED LINED ASBUILTS UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE CHICAGO, IL 60611 K. CONSTRUCTION PROCESS PHOTOS WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) L. SITE COMPLETION PHOTOS REQUIREMENTS. 11. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL M. A WRITTEN REPORT ON ANTENNA SERIAL NUMBER FOR EACH SECTOR NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR N. MANUFACTURER'S PERFORMANCE REPORT FOR EACH ANTENNA 15. INCLUDE MISC. ITEMS PER CINGULAR SPECIFICATIONS. ALL ITEMS REQUIRING THE SAME. CONTRACTOR SHALL REFER TO THEIR CURRENT CONTRACT FOR A COMPLETE 12. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT LIST OF DELIVERABLES. ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTORS SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND SEAL: ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL11 APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, LOCAL AND4 ow - STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. CONTRACTORS SHALL COMPLY WITH STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. _ PROJECT: CINGULAR WIRELESS ADDRESS: CITY: COMMON CHEMICAL CAS MATERIAL QUANTITY IN USE LOCATION (STORAGE & HAZARD NAME NAME FORM STORED (OPEN V. CLASSES CLOSED)USE) Sulfuric Acid Sulfuric Acid 2.7 7664-93-9 Solid 0 21.6 gal (12 stand by power Corrosive/ Toxic bott. max (located inside closed) equipment rm) max batt.-12 Lead I Lead 171-76 17439-92-1 1 Solid 0 738 lbs. (12 stand by power batt. max (located inside closed) equipment rm) max batt.-12 Toxic ;a �' ' +� s' • BATTERY NOTES: Battery manufacturer Johnson Controls Model Number TEL 12-125 Electrolyte Content Per Battery 1.8 Gallons Electrolyte Hazard Classification Per '97 U.F.C. Corrosive No. Of Batteriries To Be Installed 12 Total Electrolyte Contained On Site 21.6 Gallons Quantities of 500 Gal, or Less are Exempt Per Table 3-E of the 2002 U.B.C. Quantities in exess of threshold amounts listed in the California health and safety code, commencing with section 25500 et seq., require a filling of a hazerdous materials disclosure package with the HBFD. Single vessel capacities of 20 gal, or less, and aggregate quantities not in excess of 100 gal. are exempt per Article 64 of the 2001 U.F.C. Quantities in excess of amounts exempt by Article 64 Of the 2001 U.F.C. shall be provided with hazardous material identification signs per 2001 U.F.C. Article 80 Any changes Or additions to back-up batteries must comply with 1997 U.F.C. Article 64 and article 80 and shall not contain Electrolyte quantities in excess of 500 gallons total Batteries are non -spillable type absorbed Electrolyte cells and contain no free liquids 9-ITE NUMBER: • i! SITE TYPE: ROOFTOP ANTENNA INSTALLATION LOCATION: 5117 W 1 st STREET SANTA ANA, CA 92703 COUNTY OF ORANGE APPL. TYPE: GENERAL NOTES,' i IR ABBREVIATIONS % SHEET NUMBER: T-2 © l :4 oafsC . Pq TANAKA APN: 100-301-07 �,,- -- S 89°33'59" E 182.69' � x — LECHMAN APN: 100-301-02 PROPOSED CINGULAR 00 PACIFIC BELL _� LEASE AREA APN: 100— 301-11 N 00 00 n / IN HHYNH WAGNER APN: 100-301-03 N-- a X. APN: 100-301-06 z "' ! , BUILDING 52' 52' j FF=70' RTOP=95' H �! V) v1 I IjI R HUYNH APN: 100— 301-04 x GEODETIC z > I GEODETIC V) ry COORDINATE COORDINATE `x i SECTOR "A" . SECTOR C �' FX ao q.. GATE N 89°33'59" W 182.70' TRANSFORMER "'- GEODETIC COORDINATE SECTOR "B" FIRST ST. I 13*04 , PARCEL 1: (Lease Parcel Area) BEING A PORTION THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 10 WEST, IN THE RANCHO LAS BOLSAS, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 51 PAGE 12 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTERLINE INTERSECTION OF EUCLID STREET AND FIRST STREET IN THE CITY OF SANTA ANA, SAID FIRST STREET HAVING A BEARING OF SOUTH 89'33'59" EAST, WITH ALL BEARINGS HEREIN RELATIVE THERETO; THENCE NORTH 51 `26'05" EAST, A DISTANCE OF 380.74 FEET TO THE POINT OF BEGINNING; THENCE, THE FOLLOWING FOUR (4) COURSES: 1) NORTH 00°2431" EAST, A DISTANCE OF 11.42 FEET; THENCE 2) SOUTH 89'35'29" EAST, A DISTANCE OF 28.00 FEET; THENCE 3) SOUTH 00°2431" WEST, A DISTANCE OF 11.42 FEET; THENCE 4) NORTH 89-35'29" WEST, A DISTANCE OF 28.00 FEET TO THE POINT OF BEGINNING. BC BOTTOM OF CURB BM BENCHMARK LOCAL EC EDGE OF CONCRETE ELPN ELECTRICAL PANEL ELTR ELECTRICAL TRANSFORMER FL FLOWLINE CURB & GUTTER LIP LIP OF GUTTER NG GROUND ELEVATION PS PAINT STRIPING RAIL RAILING TOP RF ROOF FLOOR RFMT ROOF MATS RFPA ROOF PARAPET RFSC ROOF SCREEN RFVT ROOF VENT RTOP ROOF TOP TC TOP OF CURB TLRN TELCO CABLE RUN WALL WALL — -- BOUNDARY LINE MISC. PROPERTY LINE MISC. TIE LINE RIGHT—OF—WAY LINE — --- — EASEMENT LINE X FENCE LINE AC AIR CONDITIONER ASPHALT BC BOTTOM OF CURB BLDG BUILDING -e- BOLLARD 4Q CONCRETE ♦ CONTROL POINT I DOOR rE7R ELECTRIC BOX x x FENCE L7 FIRE HYDRANT C«? FOUND MONUMENT GAS METER A GAS VALVE GPS POINT A A GUARD RAIL �- GUY ANCHOR HETR HEATER INLET ® IRRIGATION BOX NWAI IRRIGATION VALVE 4 LIGHT BUILDING fit LIGHT GROUND LIGHT STREET MEASURED DISTANCE ® MONITORING WELL PM PARCEL MAP ® PARKING METER fP POWER POLE ROS RECORD OF SURVEY a ROOF DRAIN ►� ROOF OUTLET RTOP ROOF TOP p ROOF VENT ® SANITARY SEWER MANHOLE ® SEWER CLEAN OUT SIGN POST + EL=00.0 SPOT ELEVATION X SPRINKLER 0 STORM DRAIN MANHOLE ® TELEPHONE BOX ® TELEPHONE MANHOLE ® TELEPHONE PEDISTAL ® TEMPORARY BENCHMARK 40 TITLE REPORT EXCEPTION TC TOP OF CURB ® TRAFFIC SIGNAL BOX CI TRAFFIC SIGNAL POLE 0 TREE -V UTILITY POLE A WATER METER DATE: 6/08/2005 SURVEYOR: DAVID A. FLOYD DRAWN BY: DAF CHECKED BY: D. FLOYD REVISIONS REV DATE DESCRIPTION BY 1. 3/18/05 FIRST SUBMITTAL DAF 2. 6/08/05 TITLE REVIEW DAF PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS 1S PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS IS STRICTLY PROHIBITED. CLIENT: X 0 m angular Sm WIRELESS Project Office: 12900 Park Plaza Drive Cerritos, California 90703 PROJECT MANAGER: 46 r i%A N EXT 150 PAULARINO AVE. SUITE A-165 COSTA MESA, CA 92626 PHONE:(714) 557-6249 ARCHITECT: CONSULTANT: FLOYD SURVEYING,ING. "A PLS EVERY STEP OF THE WAY" 2553 WAGON WHEEL RD NORCO, CA 92860 OFFICE/FAX (951) 278-1371 EMAIL: floyd_surveying®direcway.com SEAL: DoF vid A. Floyd No. 7676 Exp. 12/31/2006 SITE NUMBER: OC-043-016 SITE TYPE: LOCATION: 5117 W. 1ST SANTA ANA, CA 92703 APPL. TYPE: SHEET TITLE: TOPOGRAPHIC SURVEY SHEET NUMBER: wwxq PROPERTY LEGAL DESCRIPTION VICINITY MAP ITLE REPORT NOTES FEMA FLOOD ZONE INFORMATION V rw] (E) NEXTEL SHELTER (E) ANTENNi (N) CWGULAR GPS e ANTENNA (TOTAL OF 2) D-2 .R ; t EQUIPMENTw MOUNTED ON ' CONC. SLAB @I (E) TRASH ENCLOSURE ♦w ANTENNAS i Iw w TRANSPARENT r liCREENWALL (N) RF TRANSPARENT rT'� SCREENWALL p_1 CINGULAR ROOF rT"� MOUNTED♦ r TRAY ' � .w ANTENNAS i BEHIND • TRANSPARENT SCREENWALL (N) RF TRANSPARENT SCREENWALL e D-1 (E) ACCESS GATE SECTORW 1200 *** NOTES: 1. UNDERGROUND BE REQUIRED FOR •ri 2. PROPOSED EQUIPMENT• SHALL RATED.2-HOUR FIRE WALLSARE ttt PSI CONCRETEtt •. '• UNMANNEDTABLE 7-A ITEM 7-1.1) 3. THIS IS AN NON—INHABITABL UTILITY ROOM STRUCTURE, DISABLED ACCESS NOT {1 PER !t1 CBC SECTION t A2 DATE: 1 1 /2/05 CIVIL ENGINEER: CDG DRAWN BY: JC CHECKED BY: DW REVISIONS REV DATE DESCRIPTION BY 0 07/28/05 100% ISSUED RT FOR CD SUBMITTAL 1 10 /10 /05 PLAN CHECK DW CORRECTIONS 2 11/2/05 PLAN CHECK DW CORRECTIONS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS IS STRICTLY PROHIBITED. W9.IV X aa ngular Sm WIRELESS Project Office: 12900 Park Plaza Drive Cerritos, California 90703 'ROJECT MANAGER: INFRANEXT . NNeis,�•�.. 150 PAULARINO AVE. SUITE A-166 COSTA MESA, CA 92626 PHONE:(714) 557-6052 CIVIL ENGINEER: AoollillIltIIIIIIIIIIIIIIIII raft% ootoom %ft;wn Lwoof 4 CONNELL DESIGN GROUP, LLC CONSULTING CIVIL ENGINEERS 4685 MACARTHUR COURT, SUITE 480, NEWPORT BEACH CA 92660 (949) 753-8807 OFFICE - (949) 753-8833 FAX CDG#: 05-830 CONSULTANT: SEAL: f, Nr-. i f 3 SITE NUMBER: 000043-01--P3—B3 SITE TYPE: ROOFTOP ANTENNA INSTALLATION LOCATION: 5117 W 1 st STREET SANTA ANA, CA 92703 COUNTY OF ORANGE IIIfT_ImaIul 11111111944 SHEET NUMBER: A-1 or, (N) RF TRANSPARENT SCREENWALL K"3 D-i (N) CINGULAR ROOF - MOUNTED CABLE TRAY 1 D-2 SECTOR' 2400 • <Iv% mr t I SCREENWALL (IN HATCHED AREA ONLY) 3 D-1 (N) RF i mmiv3r-mmm,4 E SCREENWALL 3 D-1 BEHIND(N) CINGULAR ANTENNAS MOUNTED TRANSPARENT SCREENWALL ME u (N) CINGULAR ROOF MOUNTED CABLE TRAY 1 D-2 (N) CINGULAR ANTENNAS MOUNTED BEHIND TRANSPARENT i - / LL SECTORW *4W1 20 0 CINGULAR LEASE AREA SQ. FOOTAGEt SCREENWALLS To *�TF1 ►_► i (E) TELCO E (N) CINGULA TELCO P.O.0 (E.) ANTENNA i �l .� : 501154 ■ M�_ (N) RF TRAI` SCREENWALL REPLACE SE (E) SCREENI HATCHED AR i!- E i01 ENLARGED SITE PLAN 5 (N) CINGULAR GPS E D-2 ANTENNA (TOTAL OF 2) 00 (N) CINGULAR 11'-5"x28'-0" EQUIPMENT D-1 SHELTER MOUNTED ON A CONC. SLAB I Im f SHELTER(N) EQUIPMRNT TO BE PAINTED TO MATCH BUILDING TRASH �LOSURE DATE: 11 /2/05 CIVIL ENGINEER: CDG DRAWN BY: JC CHECKED BY: DW REVISIONS REV DATE DESCRIPTION BY 0 07 /28 /05 100% ISSUED FOR CD SUBMITTAL RT 1 10 /10 /05 PLAN CHECK CORRECTIONS DW 2 11/2/05 PLAN CHECK CORRECTIONS DW PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS IS STRICTLY PROHIBITED. s a0 X 0 11 angular WIRELESS Project Office: 12900 Park Plaza Drive Cerritos, California 90703 PROJECT MANAGER: apse ins:".. 1NRww%.ANr.XT 150 PAULARINO AVE. SUITE A-166 COSTA MESA, CA 92626 PHONE:(714) 557-6052 CIVIL ENGINEER: 0000""""" 1> CONNELL DESIGN GROUP, LLC CONSULTING CIVIL ENGINEERS 4685 MACARTHUR COURT, SUITE 480, NEWPORT BEACH CA 92660 (949) 753-8807 OFFICE - (949) 753-8833 FAX CDG#: 05-830 SEAL: QTE NUMBER: C00 SITE TYPE: ROOFTOP ANTENNA INSTALLATION LOCATION: 5117 W 1 st STREET SANTA ANA, CA 92703 COUNTY OF ORANGE APPL, TYPE: TITLE: ENLARGED SITE PLAN & ANTENNA LAYOUT SHEET NUMBER: A-2 (E) RF TRANSPARENT SCREENWALL (E) ANTENNAS { L r !• .\ —e9 .u. —r (E) FLAGPOLE 0 (N) RF TRANSPARENT SCREENWALL, PAINTED AND TEXTURED TO MATCH (E) (N) CINGULAR ANTENNAS MOUNTED BEHIND (N) RF TRANSPARENT SCREENWALL (N) CINGULAR GPS ANTENNA (TOTAL OF 2) CINGULAR +r EQUIPMENT MOUNTED ON i A: (BEYOND (E) CHAINLINK FENCE DATE: 11 /2/05 CIVIL ENGINEER: CDG DRAWN BY: JC CHECKED BY: DW REVISIONS REV DATE DESCRIPTION BY fl 07 /28 /fl5 100% ISSUED RT FOR CD SUBMITTAL 1 10 10 fl5 PLAN CHECK pW CORRECTIONS 2 11/2/05 PLAN CHECK DW CORRECTIONS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS IS STRICTLY PROHIBITED. N4101,111 X aa ngular Sm WIRELESS Project Office: 12900 Park Plaza Drive Cerritos, California 90703 PROJECT MANAGER: • I FAN EXT 150 PAULARINO AVE. SUITE A-166 COSTA MESA, CA 92626 PHONE:(714) 557-6052 CIVIL ENGINEER: CONNELL DESIGN GROUP, LLC CONSULTING CI M ENGINEERS 4685 MACARTHUR COURT, SUITE 480, NEWPORTBEACHCA 92660 (949) 753-8807 OFFICE - (949) 753-8833 FAX CDG#: 05-830 SEAL: (N) CINGULAR GPS i 00 ANTENNA (TOTAL OF u u ! ! ! ¢ ,, HT's Li i xP: 1 .; 3 i0_1 ' s a {N) CINGULAR 1 1-5 x28f-O! OE LADDER I �� I' z I i . EQUIPMENT SHELTER MOUNTED f� ON A CONC. SLAB (E) STAIRS onc) -H z - — z�— {E} NEXTEL SHELTER _ I m c� (N) CINGULAR VERTICAL '= _e__� _ __ {L SITE NUMBER: CABLE TRAY 000043--01—P3—B3 (E) CHAINLIP4r\ FENCE tiv1 D-3 STUB -UP COVER EQUIPMENT CABINETS '.LARD, TYP. ~ FINISH GRADE .Y y SITE TYPE: ROOFTOP ANTENNA INSTALLATION LOCATION: 5117 W 1 st STREET SANTA ANA, CA 92703 COUNTY OF ORANGE APPL, TYPE: TITLE: ELEVATIONS SHEET NUMBER: A-3 (N) RF TRANSPARENT SCREENWALL PAINTED AND TEXTURED TO MATCH (E) w'. . i� '. I III (N) CINGULAR I ANTEN NA (IOTA 2) (N) CINGULAR 1 1'-5„x28'_0" EQUIPMENT SHE MOUNTED ON A CONC. SLAB ' e►� ��s O (E) STAIRS (E) CHAINLINK FENCE (E) TRASH ENCLOSURE (N) CINGULAR GPS ANTENNA (TOTAL OF 2) (N) CINGULAR • EQUIPMENT iM SHELTER MOUNTED ON ! SLAB %A11 ^1KI/"1111 AM Aki-r RlhiAt- DATE: 11 /2/05 CIVIL ENGINEER: CDG DRAWN BY: JC CHECKED BY: DW REVISIONS REV DATE DESCRIPTION BY 0 O7 /28 /05 100% ISSUED FOR CD SUBMITTAL RT 1 10 /10 /05 PLAN CHECK CORRECTIONS DW 2 11/2/05 f PLAN CHECK DW CORRECTIONS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS IS STRICTLY PROHIBITED. CLIENT: X cingularw WIRELESS Project Office: 12900 Park Plaza Drive Cerritos, California 90703 PROJECT MANAGER: asr boa 0`r-Atia wt�Nq •fir• •�N��i r�asaM. INFRANEXT 150 PAULARINO AVE. SUITE A-166 COSTA MESA, CA 92626 PHONE:(714) 557-6052 CONNELL DESIGN GROUP, LLG CONSULTING CI M ENGINEERS 4685 MACARTHUR COURT, SUITE 480, NEWPORTBEACH CA 92660 (949) 753-8807 OFFICE - (949) 753-8833 FAX CDG#: 05-830 CONSULTANT: SITE NUMBER: 000043-01—P3—B3 SITE TYPE: ROOFTOP ANTENNA INSTALLATION LOCATION: 5117 W 1 st STREET SANTA ANA, CA 92703 COUNTY OF ORANGE TITLE: �c1 I CL_UU ova,, �Iv) 0 4 CINGULAR TELCO P.O.C. rl SHEET NUMBER: A-4 WEST FIAT 1 1/8 =1 v_Ove 0 49 8e FIBERGLASS NOTES 1. ALL FIBERGLASS STRUCTURAL SHAPES MUST BE BY FIBERGRATE (LARK #25536) 2. ALL FIBERGLASS NEEDS TO BE PROTECTED WITH UV COATING, IF EXPOSED TO DIRECT SUNLIGHT. 3. ALL METALLIC PARTS (STRUCTURAL STEEL SHAPES, BOLTS ETC.) MUST BE KEPT BEHIND THE ANTENNAS. 4. USE 5/8" DIA. FRP THREADED ROD FASTENERS FOR ALL STEALTH CONNECTORS, UNLESS NOTED OTHERWISE. 5. MINIMUM FASTENER EDGE, DISTANCE AND SPACING, UNLESS OTHERWISE NOTED: END EDGE DISTANCE — 3 X DB SIDE EDGE DISTANCE — 2 X DB PITCH (SPACING) — 5 X DB 6. ALL FABRICATED IS GOVERNED BY THE FIBERGRATE DESIGN MANUAL STEALTH ,. TUBE COLUMN • • ! ' I � I I� 7 ` \ 1� Co/ � i tx p� FRP L6x6x1 /4 r TS4.5x4.5x 1 /4 SLEEVE RF TRANS. SCREENING (BY STEALTH) WA pounds for e� SCREEN .. Lam. 5 erior doers find interior d' ' ' s, N . ; such pull or push bffori reing applied of righf . CONT. UNISTRUT P1000 @ TOP/BOT. 1 /2" 0 U-BOLT C TOP/BOT. NATENNAI\AUUNTINu uET/-\IL SCALE . . ........ . . 2 of 2 N.T.S. .ice . . 5. PROVIDE CONCRETE TEST CYLINDERS: 1 AT 7 DAYS, 2 AT 28 DAYS. SUBMIT TEST DATA TO CONSTRUCTION MANAGER FOR REVIEW & APPROVAL. 6. SAWCUT AND REMOVE INTERFERING PAVEMENT AS NECESSARY FOR FOUNDATION CONSTRUCTION. 7. PLACE 6 MIL VISQUEEN MOISTURE BARRIER AND COVER WITH 2" OF CLEAN SAND. REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 BARS, ASTM 185 STEEL MESH. 2. ALL DETAILING, FABRICATION, PLACING AND SUPPORTS SHALL BE IN ACCORDANCE WITH A.C.I. 318-89 AND C.R.S..I. UNTING 4 DTAL A FOUNDATION PLAN & NOTES NCTSE 1 CONTRACTOR TO VERIFY AND COORDINATE PROPER GRADE WITH CONSTRUCTION MANAGER SHELTER MOUNTING PLATE CHAMFER ALL EXPOSED EDGES OF CONC. 1" 4" GRAVEL PAVING OVER GEOTECH CLOTH 0 Z lV i� j / .� GRAVEL FILL AT - LEASE 3AREA,..._,,. .# . „ k P.p DVP FOUNDATION NOTES: t. VERIFY SHELTER SKID TIE -DOWN AND MOUNTING PLATE PLACEMENT WITH SHELTER MANUFACTURER 2. SEE A SHEETS FOR ACTUAL EQUIPMENT LOCATION &ORIENTATION —EQUIPMENT SHELTER BY OTHERS SKID (BY OTHERS) CONC. SLAB (SEE PLAN) SLAB REINFORCING (SEE PLAN) FLOAT S U R FACE`_"', , F&I #4 BARS :r 16„ O.C. TYP. 2'-6" -.�- 11 ' 2" CLEAN SAND FILL OVER 6 MIL PLASTIC MOISTURE BARRIER am* ill, s M�' DATE: 11 /2/05 CIVIL ENGINEER: CDG DRAWN BY: JC CHECKED BY: DW REVISIONS REV DATE DESCRIPTION BY / 100% ISSUED 0 07 28 05 FOR CD SUBMITTAL RT 1 10 10 /05 PLAN CHECK CORRECTIONS DW 2 11/2/05 PLAN CHECK DW CORRECTIONS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CINGULAR WIRELESS IS STRICTLY PROHIBITED. Cd>lI0Im X aa ngular Sm WIRELESS Project Office: 12900 Pork Plaza Drive Cerritos, California 90703 PROJECT MANAGER: N.00:•• .44 wee• •�:: ;«. INFRANEXT 150 PAULARINO AVE. SUITE A-166 COSTA MESA, CA 92626 PHONE:(714) 557-6052 CIVIL ENGINEER: A,O� r"%%, 000� N4%;M L0000f N%42 _ CONNELL DESIGN GROUP, LLC CONSULTING CIM ENGINEERS 4685 MACARTHUR COURT, SUITE 480, NEWFORT BEACH CA 92660 (949) 753-8807 OFFICE - (949) 753-8833 FAX CDG#: 05-830 CONSULTANT: SEAL: EAL: ADD STEPS AS REQUIRED FOR SITE CONDITIONS STOOP IS TO BE NO LESS r THAN 1 /4" BELOW DOOR « . ; "5 1 /2" EXPANSION JOINT MATERIAL MED. BROOM FINISH WITH TROWELED EDGE SITE NUMBER: 12"2 N 000043-01-P3-B3 SITE TYPE: Q ® Lo ROOFTOP ANTENNA INSTALLATION 00 LOCATION: STOOP REINF., ,\\ i0 5117 W 1 st STREET (SEE PLAN) SANTA ANA, CA 92703 #4 DOWELS FIN. GRD. COUNTY OF ORANGE APPL. TYPE: @ 12" O.C. TITLE: �-- #3 STIRRUPS #4 BAR AT @ 16" O.C. EACH NOSE DETAILS � 2 #5 BARS AND BOTTOM T & B - 3" CLR. OF LAST SHEET NUMBER: 4'-0" 1'-0" TREAD D-1 SCALE 2 N.T.S. DATE: 11/2/05 CABLE TRAY WITH COVER, 9" HOLD DOWN CLAMP CIVIL ENGINEER: CDG RUNGS, 4" LOADING DEPTH. FASTENED TO 4$$X4" "A" = DIA. OF CROWN CROWN FINISHED GRADE, AC OR CONC PAVING MATC SUPPORT CABLES WITH WITH 3/8" X 2 1/2 $s DIAMETER TO BE THE DIAMETER SLOPE AND THICKNESS OF EXISTING TIE -WRAPS OR STAINLESS LONG LAG SCREWS. DRAWN BY: ic CHECKED BY: DW OF THE WALL OPENING PLUS 1 STEEL CLAMP EVERY 6 FT. TRENCH REVISIONS PROVIDE SOLID 1/4" STEALTH GUSSET STEALTH 4X4X1 4TUBE 0 BOTTOM TRAY 0 REV DATE DESCRIPTION BY FIRE -RATED GYPBD/STUD COLUMN PLATE EA. SIDE (TYP @ 6'- 0 0. C. MAX ------------ 0 0 AT GRADE 0 0 0 0 07/28/05 100% ISSUED FOR CID SUBMITTAL RT WALL ASSEMBLY -__- __ I ILI ------------- -- UNDISTURBED 0 0 5/811 3" MAX. DIA. MTL. PIPE. 5/8 0 STEALTH THREADED ROD Lo it i FT- i__1 11 COMPACTED BACKFILL ___T 0 el. 0 0 0 1 10/10/05 PLAN CHECK CORRECTIONS DW 2 11/2/05 PLAN CHECK CORRECTIONS DW PROVIDE NOM. 1" ANNULAR AND N UT (TYP.) p H-LL­000 ER EARTHWORK i-,- 0 0 0 SPACE AROUND PIPE -H —000 SPECIFICATIONS OR 6" PVC ­100 #2 AWG GREEN INSULATED SHEDULE 40 SLURPY ID00 0 0 GROUNDING JUMPER. PROPRIETARY INFORMATION OPTIONAL FORMING MATERIAL < RECESSED 1/2" FROM THE STEALTH 4X4X1/4 FOR ANTENNA LEAN CONC SLURPY CABLES. it 11 0 0 CONNECT TO ALL CABLE TRAY CONNECTIONS WITH THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE. USE OR DISCLOSURE THAN RED COLORED 0 ANY OTHER SURFACE FOR FS900 TUBE BRACE 6" CONNECTIONS. THAT WHICH RELATES TO CINGULAR MATERIAL (MINERAL WOOL, 0 6'-o" O.C. PIN• WIRELESS IS STRICTLY PROHIBITED. POLYSTYRENE,..ETC.) MAX . 4"X4"X18" (FOR 12" TRAY) CLIENT: 5/8 0 STEALTH PER PLAN 4"X4"X12$2 (FOR 6" T RAY) FLAMESAFE IPC FS/FST900 THREADED ROD NOTE: INSTALL PVC SLEEPER SERIES COMPOUND APPLIED NOTE- PROVIDE PROPER BENDING RADIUS FOR CONDUITS AS 1. RUN #2 AWC BCW GROUND CONDUCTOR MICROF LECT 25156 OR 1/2" DEEP INTO ANNULAR SPACE AND NUT (TYP.) REQUIRED BY THE COAXIAL CABLE MFR. ALONG CABLE TRAY PER ELEC. AND GROUND EQUAL EVERY 6'-0" WHEN MOUNT ON ROOF. SET Sm x cingular AT BOTH ENDS. ADD. MATERIAL ADDED TO *SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL SLEEPER IN ROOFING WIRELESS FORM 5/8" CROWN AROUND UTILITY COMPANY REQUIREMENTS 2. CABLE TRAYS SHALL BE FREE OF SHARP MASTIC TO PREVENT CONDUIT AND LAPPING 1" OBJECTS AND BURRS WHICH COULD INJURE MOVEMENT. BEYOND OPENING CABLES. COVERS SHALL BE FASTENED USING Project Office: FRAMED WALL PENETRATION HOLD DOWN CLIPS. SHEET METAL SCREWS 12900 Park Plaza Drive ARE NOT ACCEPTABLE. Cerritos, California 90703 DETAIL UNDERGROUND COAX SCALE: A CABLE TRAY DETAIL SCALE: FERN� PROJECT MANAGER: NONENONE E 4 OPTIONAL FORMING MATERIAL RECESSED 1/2" FROM 0 4 THE SURFACE FOR FS900 1 < . MATERIAL (MINERAL WOOL, RGS CONDUITS PER PLAN 0 <IFp%AN STEALTH 441/4 tXTPOLYSTYRENE,..ETC.) Nil -------- 4" MAX. DIAM. METAL PIPE b TUBE BEAM TOP/MID/BOT. 5/8"0 CONDUIT 150 PAULARINO AVE. SUITE A-166 STEALTH COSTA MESA, CA 92626 . ..... '------FLAMESAFE THREADED KATHREIN MASTIC PHONE:(714) 557-6052 IPC FSP1000 ROD AND OG-860/1920/GPS-A PUTTY APPLIED INTO THE N UT (TYP.) E911 ANTENNA CIVIL ENGINEER: OPENING - 1/2" THICKNESS AT EA. WALL SURFACE PREFAB. METAL MOUNTING PIPE FLASHING CONCRETE WALL PENETRATION STEALTH L6X 6X 1 /4 ANGLE r Lul;� N-FEMALE ANTENNA COAX S. S DRAW � ROOF FINISH TO BAND :5 MATCH EXISTING CONNELL DESIGN GROUP, LLC CONSULTING CIVIL ENGINEERS MACARTHUR COVRT, CONDUIT PER PLAN (4"0 MAX.) CONNECTOR 114 1 (0 4685 SLUTE 480, NEWPORTBEACH CA 92660 (949) 753-8807 OFFICE - (949) 753-8833 FAX RF TRANS. -1 FLAMESAFE IPC FS900 MIN. 1/2" THK. FLOOR STEALTH 4X4X 1 /4 SCREENING BY TUBE COLUMN STEALTH OR 24-6- T_0� o F CDG#: 05-830 CONSULTANT: FLUSH WITH FET (U L SYSTEM CAJ 1105) 3 H R. APPROVED @ 6'-o" O.C. VENDOR) TYPICAL MOUNTING C_J \_(E) RATED MAX NOTES: EMT CONDUIT ROOF STRUCTURE PER PLAN 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY CONDUIT FLOOR CLAMP, TYP. AND CANNOT HAVE ANY BLOCKAGES EXCEEDING MORE THAN 25% OF FLAMESAFE FSP1 000 THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. FIRESTOP PUTTY BY IPC A b, A 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR (UL SYSTEM CAJ 1242) SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. (E) CONCRETE FLOOR DETAIL I SCALE: 18 GPS/BCCH ANTENNA SUPPORT I SCALE: 15 CONDUIT PENETRATION DETAIL (IF REQ'D) ISCALE: 12 NONE I NONE I NONE SEAL: CONCRETE FLOOR PENETRATION NOTE: WATERPROOF CONNECTION PER NOTE: COULD INJURE CABLES. COVERS SHALL BE FASTENED USING POLE DIAMETER: 2 1/2" O.D. SBC STANDARDS HOLD DOWN CLIPS. SHEET METAL TUBE STEEL — -------------- PER PLAN SCREWS ARE NOT ACCEPTABLE. Nlk x E 2 NOTE: PER PLAN 1. ALL PENETRATIONS SHALL CONFORM TO TITLE 24, CALIF. BLDG. CODE, SECTION 714. 5/80 A307 TS4.5x4.5x 1 /4 GALVANIZED STEEL CABLE TRAY 9" & BOLT (TYP.) SLEEVE RUNGS, 4" LOADING 2. PENETRATIONS THRU WALLS SHALL COMPLY DEPTH SUPPORT WITH T24, CBC SECTION 709.6. 1/4 2 0 HILTI KB1 1 CABLES WITH -HOLDMP DOWN SITE NUMBER: W/ 5" EMBEDMENT TIE -WRAPS EVERY CLA 000043-01 -P3-B3 SITE TYPE: F RATING - PENETRATIONS 4" OR LESS 1/4" STEEL INTO CONC. SLAB 4 _0$1 T RATING PENETRATIONS LARGER THAN 4", PLATE (TYP OF 4) Z ROOFTOP PENETRATIONS CORRIDOR CLGS. WHICH FLANGED ANTENNA INSTALLATION ARE NOT RATED, BELOW ANY CLG. i UNISTRUT CABLE Pi 000, TYP. TRAYCOVER LOCATION: 4. PENETRATIONS THRU FLOORS/ CEILINGS SHALL WITH eO' 5117 W 1 st STREET COMPLY WITH T24, CBC SECTION 710.3. F RATING - PENETRATIONS 4" OR LESS Z' HEAVY DUTY MOUNT TRAY TO COVER Cr m Li SANTA ANA, CAORANGE 92703 COUNTY OF $$ UNISTRUT WITH CLAMPS _�5 APPL. TYPE: T RATING - PENETRATIONS LARGER THAN 4 1/2"-13x1 1/2 TITLE: PENETRATIONS NOT CONTAINED LONG GALVANIZED W/IN A WALL. BOLTS, SPRING NUTS DETAILS (E) CONC. P1010 & WASHERS 0*-10* DOWNTILT SHEET NUMBER: ROOF SLAB ANTENNA LENGTHS: 36" THROUGH 72" D-2 CONDUIT PENETRATION DETAIL I SCALE- 1101 DETAIL SCALE: 9 Ifions: i VERTICAL CABLE TRAY DETAIL I SCALE: 161 DOWN TILT BRACKET DETAIL SCALE: 31 NOTE: DATE: 11/2/05 SHROUD TO BE CONSTRUCTED CIVIL ENGINEER: CDG BY CONTRACTOR IN FIELD, 26 4 $—of) DRAWN BY: ic 18 GA. GALV, CHECKED BY: DW PAINTED REVISIONS SHEET METAL ------------ REV DATE DESCRIPTION BY 10 m m m COAX PORT-- 10 RIGID STEEL C 07/28/05 100% ISSUED RT '0 Va me m m mm�] 18 GA. SHEET RIGID STEEL CONDUIT FOR CD SUBMITTAL (PREFABRICATED CONDUIT PLUG COUPLING 0 m m m CORRECTIONS METAL MOUNTING WITH EQUIPMENT PLATE 1 10/10/05 CORRECTIONS DW SHELTER) NNL- I I I 1/2" HILTI BOLT 691 2 11/2/05 LAN CHECK DW CORRECTIONS 0 GRADE I I I I COAX PORT PROPRIETARY INFORMATION 0 1 1 1 1 0 THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN 00 00 THAT WHICH RELATES TO CINGULAR WIRELESS IS STRICTLY PROHIBITED. COAX CABLES it's RIGID STEEL CONDUIT CLIENT: SHELTER i 1 i 1SHELTER PVC SCHEDULE 40 Sm RIGID STEEL TO PVC SIZE AS SHOWN r 2 Moj — ADAPTOR ON LAYOUTS X U WIRELESS 0 0 Project Office: 12900 Park Plaza Drive Cerritos, California 90703 NOT USED SCALE: 9 NOT USED ISCALE: CONDUIT STUB -UP DETAIL SCALE: PROJECT MANAGER: INONE I NONE oe 0 0 0 iNFRANEXT 150 PAULARINO AVE. SUITE A-166 90' OUTSIDE VERTICAL COSTA MESA, CA 92626 45* OUTSIDE VERTICAL P1000 UNISTRUT, PHONE:(714) 557-6052 12" LADDER 18"LONG W/ 3/8"0 CIVIL ENGINEER: TYPE TRAY EXPANSION ANCHOR (HILTI KWIK BOLT 11 OR VERTICAL EQUAL) (MIN. EMB DEPTH 1 5/8") OR 040�m 04000m_ 1/2" LAG BOLTS INSTALLED INTO WOOD F FRAMED PARAPET OR CONNELL DESIGN GROUP, LLC WALL CONSULTING CIVIL ENCTME]d 45* INSIDE 4685 MACARTHUR COURT, SUITE 480, NEWPORTBE,40 CA 92660 VERTICAL TRAY HOLDDOWN (949) 753-880 7 OFFICE - (949) 753-8833 FAX CLAMP ( TYP. CDG#: 05-830 CONSULTANT* NOTE: DOWN TO GRADE LEVEL CABLES SHOULD BE TIE —WRAP OR STAINLESS STEEL CLAMPS EVERY 6'-0" HORIZONTALLY, AND EVERY 4"-0" ON RISERS. NOT USED NOT USED 1SCALE: ----I 7 NOT USED ISCALE: 15 COAX SWEEP OVER PARAPET WALL I SCALE: 12 NONEINONE I INONE I INONE SEAL: NOTE: WATERPROOF CONNECTION PER SBC STANDARDS BRACE (PER PLAN) 1/4" PLATE EACH SIDE z 1/4 SITE NUMBER: 1 /4" STEEL 1/2 0 A307 000043-01—P3—B3 PLATE BOLTS (TYP.) SITE TYPE: 0 ROOFTOP ANTENNA INSTALLATION LOCATION: < 5117 W 1 st STREET Z� SANTA ANA, CA 92703 COUNTY OF ORANGE . . . . . . <7 APPL. TYPE: TITLE: 1 /2 0 HILTI KB1 1 DETAILS (E) CONC. ROOF SLAB W/ 5" EMBEDMENT INTO CONC. SLAB SHEET NUMBER: (TYP OF 4) rm' NOT USED SCALE: NOT USED SCALE. 1,8, NOT USED I SCALE: 161 DETAIL 3 I SCALE: j um3 go IIE [NONE 110 1 IUQNJ