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HomeMy WebLinkAboutLAKESHORE 16401I oya/ S 00- 227 -2600 AST TWO DAYS RE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTIIERN CALIFORNIA CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BL F'LRF ORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. CALIFORNIA CODE OF REGULATIONS 2. 2007 CALIFORNIA BUILDING CODE 3. 2007 CALIFORNIA MECHANICAL CODE 4. 2007 CALIFORNIA PLUMBING CODE 5. 2007 CALIFORNIA ELECTRIC CODE 6. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE 7. CITY /COUNTY ORDINANCES HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE PART 2, TITLE 24, CHAPTER 1 1 B, SECTION 1 103B. PROJECT TEAM ARCHITECT /ENGINEER: PDC CORPORATION 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 EMAIL: sohail@pdccorp.net CONTACT: SOHAIL SHAH, PE SITE ACQUISITION SEQUOIA DEPLOYMENT SERVICES, INC. ONE VENTURE, SUITE 200 IRVINE, CA 92618 PHONE: (949) 753-- -2572 EMAIL: shawn.oconnor @sequoia- ds.com CONTACT: SHAWN O'CONNOR RF ENGINEER: METRO PCS 350 COMMERCE, SUITE 200 IRVINE, CA 92602 PHONE: (714) 730 -3246 EMAIL: mbeg(gmetropcs.com CONTACT: MIRZA BEG APPLICANT /LESSEE: ROYAL STREET COMMUNICATIONS, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 PHONE: (714) 730 ---316 EMAIL: mcarney@metropcs.com CONTACT: MARK CARNEY ZONING MANAGER: SEQUOIA DEPLOYMENT SERVICES, INC. ONE VENTURE, SUITE 200 IRVINE, CA 92618 PHONE: (949) 241-0175 EMAIL: monica.moretta @sequoia- ds.com CONTACT: MONICA MORETTA CONSTRUCTION MANAGER: METRO PCS 350 COMMERCE, SUITE 200 IRVINE, CA 92602 -1302 PHONE: (951) 757 -4957 EMAIL: interesting.jay (Pgmail.com CONTACT: JAY WOEMPNER treet Communications AV Air AV A0011h LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 TOWER CO. REF # CA2502) PROJECT DESCRIPTION THIS IS AN UNMANNED TELECOMMUNICATIONS fACILI -(Y FOR THE ROYAL S1REE1 COMMUNICATIONS NETWORK CONSISTING OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT. 1. NEW ROYAL STREET ANTENNAS MOUNTED ON EXISTING t81' -0" HIGH TOWERCO MONOPINE. 6) PANEL ANTENNAS 2. FOUR (4) NEW ROYAL STREET COMMUNICATIONS EQUIPMENT CABINETS LOCATED WITHIN NEW 11' x 19' -0" ROYAL STREET LEASE AREA LOCATED ON GROUND LEVEL. 3. NEW ROYAL STREET (1) GP5 ANTENNA WILL BE MOUNTED ON ICE BRIDGE P05T. PROJECT INFORMATION SITE ADDRESS: 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 APN: 379- 250-- -044 & 379- 250 -045 LAND OWNER: GARY W. PEBLY TRUST 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CONTACT: LATITUDE: LONGITUDE: ZONING: GENERAL PLAN DESIGNATION: ROYAL STREET COMMUNICATION LEASE AREA JURISDICTION: TELEPHONE: POWER: 33' 441' 118.48" N 117' 222' 228.58" W C -1 NEIGHBORHOOD COMMERCIAL 209 SSQ. FFT. CITY OOF L VERIZON PHONE: (951) 217 -3600 TOWER OWNER: TOWER CO. 5000 VALLEYSTONE DRIVE SUITE 200 GARY, NORTH CAROLINA 27519 CONTACT: PATRICE TIPTON PHONE: (949) 279 --3062 LATITUDE: LONGITUDE: ZONING: GENERAL PLAN DESIGNATION: ROYAL STREET COMMUNICATION LEASE AREA JURISDICTION: TELEPHONE: POWER: 33' 441' 1 18.48" N 117' 2 22' 2 28.58" W C -1 NEIGHBORHOOD COMMERCIAL 209 S SQ. FFT. CITY OOF LLAKE ELSINORE VERIZON SCE DRIVING DIRECTIONS FROM METRO PCS OFFICE, IRVINE, CA 1: START OUT GOING NORTHWEST ON EL CAMINO REAL TOWARD WEST DR. 2: TURN RIGHT ONTO MYFORD RD. 3: TURN RIGHT ONTO BRYAN AVE. 4: TURN LEFT ONTO JAMBOREE RD. 5: TURN RIGHT ONTO IRVINE BLVD. 6: MERGE ONTO CA -261 N VIA THE RAMP ON THE LEFT (PORTIONS TOLL). 7: MERGE ONTO CA -241 N VIA THE EXIT ON THE LEFT (PORTIONS TOLL). 8: MERGE ONTO CA -91 E TOWARD RIVERSIDE. 9: MERGE ONTO I -15 S TOWARD SAN DIEGO. 10: TAKE THE LAKE STREET EXIT. 11: TURN RIGHT ONTO LAKE ST. 12: TURN LEFT ONTO I_A KESHORE DR. 13: END AT 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530. VICINITY MAP THOMAS GUIDE: RIV 865 J -2 r-- cn w 15 CO PROJECT AF& RF gY z c-, HqM LAK E/' E LS IN 0 R E'\-- --/\ q F N.T.S. SPECIAL INSPECTION LIST OF SPECIAL INSPECTIONS SPECIFIC 10 1HIS PROJECT CAN BE FOUND ON DETAIL 7 SHEET A -7. GENERAL CONTRACTOR NOTES DO N01 SCALE DRAWING: CONTRACTOR SHALL VERIFY ALL FLANS 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. SHEET INDEX SHEET DESCRIPTION T -1 TITLE SHEET Q T -2 GENERAL NOTES, LEGEND AND ABBREVIATIONS T -3 CONDITIONS OF APPROVAL C -1 TOPOGRAPHIC SURVEY C -2 TOPOGRAPHIC SURVEY C -3 TOPOGRAPHIC SURVEY A -1 SITE PLAN A -2 ENLARGED SITE PLAN A -3 EQUIPMENT COMPOUND AND ANTENNA LAYOUT A -4 ELEVATIONS A -5 ELEVATIONS A -6 EQUIPMENT AND ANTENNA DETAILS Q A -7 CONSTRUCTION DETAILS Q E -1 ELECTRICAL GENERAL NOTES E -2 ELECTRICAL SITE PLAN E -3 EQUIPMENT GROUNDING PLAN, NOTES AND - DETAILS CE) SINGLE LINE DIAGRAM Q E -5 PANEL SCHEDULE AND DETAILS E -6 ELECTRICAL AND GROUNDING DETAILS E -7 MATERIAL SAFETY DATA SHEET AND BA'riF_R'Y'1`AkE Royal Street Communications California, LLC 2913 EL GAMING REAL, #56 1 TUSTIN, CA 92782 r_ rrcuJtc; I INruK nnHi iuN: LA -3414A SPRINT COLO - CA8748 MACFIADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING r—R L. V.: =DATE: D ESC P "'T' ^ "' • ov.- A 07/15/09 90% CC DRAWING p 07/21/09 100 C DRAWING 1 08/24/09 TOWER( 2 09/04/09 PLAN C COMMEI LANS PREPARED BY: PDC 13225 UANILLSUN ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: t _] MI UPL SAS CENSER: BEET TI TITLE SHEET BEET NUMBER T -1 RAWN BY: APV.:' T i v A\ Iv 1 TUSTIN, CA 92782 r_ rrcuJtc; I INruK nnHi iuN: LA -3414A SPRINT COLO - CA8748 MACFIADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING r—R L. V.: =DATE: D ESC P "'T' ^ "' • ov.- A 07/15/09 90% CC DRAWING p 07/21/09 100 C DRAWING 1 08/24/09 TOWER( 2 09/04/09 PLAN C COMMEI LANS PREPARED BY: PDC 13225 UANILLSUN ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: t _] MI UPL SAS CENSER: BEET TI TITLE SHEET BEET NUMBER T -1 RAWN BY: APV.:' T i v A\ Iv LANS PREPARED BY: PDC 13225 UANILLSUN ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: t _] MI UPL SAS CENSER: BEET TI TITLE SHEET BEET NUMBER T -1 RAWN BY: APV.:' T i v A\ Iv BEET TI TITLE SHEET BEET NUMBER T -1 RAWN BY: APV.:' T i v A\ Iv GENERAL CONSTRUCTION NOTES: A. B. ANCHOR BOLT GRND. GROUND 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TLLLCOMMUNICAIION FACILITY. ABV. ABOVE HDR. HEADER 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTEDNEWANTENNAACCAANTENNACABLECOVERASSEMBLYHGR. HANGER OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARYADD'L ADDITIONAL IC HEIGHT TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. EXISTING ANTENNA A.F.F. ABOVE FINISHED FLOOR ICGB. ISOLATED COPPER GROUND BUS A.F.G. ABOVE FINISHED GRADE IN.( ") INTERIOR 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALLALUM. ALUMINUM INT. INTERIOR CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BEGROUNDRODALT. ALTERNATE L. B. LAG BOLTS ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY DISCREPANCIES ARE TO BE BROUGHTANT. ANTENNA L. B. LAG BOLTS T T GROUND BUS BAR APPRX. APPROXIMATE(LY L. F. LINEAR FEET (FOOT) TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT /ENGINEER PRIOR TO PROCEEDING WITH THE ARCH. ARCHITECT(URAL) L. LONG(ITUDINAL) WORK. AWG. AMERICAN WIRE GAUGE MAS. MASONRY MECHANICAL GRND. CONN. BLDG. BUILDING MAX. MAXIMUM 4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM BLK" BLOCK M. B. MACHINE BOLT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. BLKG. BLOCKING MECH. MECHANICAL CADWELp BM" BEAM MFR. MANUFACTURER 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S B. N. BOUNDARY NAILING MIN. MINIMUM RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKEBTCW. BARE TINNED COPPER WIRE MIS(. MISCELLANEOUS PRECEDENCE. B.O.F. BOTTOM OF FOOTING MTL" METAL 0 GROUND ACCESS WELL B/U BACK —UP CABINET (N) NEW 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, CAB, CABINET N0.( #) NUMBER REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE ELECTRIC BOX C.I.P. CAST IN PLACE O.C. ON CENTER WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLECLG. CEILING OPNG. OPENING MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES ANDCLR. CLEAR P/C PRECAST CONCRETE APPLICABLE REGULATIONS. T TELEPHONE BOX COL. COLUMN PCs PERSONAL COMMUNICATION SERVICES CONC. CONCRETE PLY. PLYWOOD 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THECONN. CONNECTION(OR) PPC POWER PROTECTION CABINET CONST. CONSTRUCTION PRC PRIMARY RADIO CABINET CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES LIGHT POLE CONT. CONTINUOUS P.S.F. POUNDS PER SQUARE FOOT AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING d PENNY (NAILS) P.S.I. POUNDS PER SQUARE INCH CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZEDDBL. DOUBLE P.T. PRESSURE TREATED REPRESENTATIVE. O DEPT. DEPARTMENT PWR, POWER CABINETFND. MONUMENT QTY. QUANTITY ) 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. D. F. DOUGLAS FIR DIA. DIAMETER RAD.(R) RADIUS SPOT ELEVATION DIAL. DIAGONAL REF. REFERENCE 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 —A OR 2 —A10BC WITHIN 75 FEETDIM. DIMENSION REINF. REIN FORCEMENT(ING) TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. DWG. DRAWING(S) REQ'D. REQUIRED DWL. DOWEL(S) RGS. RIGID GALVANIZED STEEL 10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC REGARDING EARTHQUAKE PIPING, SET POINT EA. EACH SCH. SCHEDULE LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE INEL. ELEVATION SHT. SHEET ACCORDANCE WITH LOCAL EARTHQUAKE CODES AND REGULATIONS. ELEC. ELECTRICAL SIM. SIMILAR Q REVISION E ELEVATOR SPEC. SPECIFICATIONS) EMT. MT. ELECTRICAL METALLIC TUBING SQ. SQUARE 11. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB E.N. EDGE NAIL S.S. STAINLESS STEEL DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. X GRID REFERENCE EQ. Q. EQUAL STL. STEEL E ENGINEER STD. STANDARD 12. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING (SHEET LS1), EXP. EXPANSION STRUC. STRUCTURAL SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR EXST.(E) EXISTING TEMP. TEMPORARY SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THEEXT. EXTERIOR THK, THICK(NESS) NAIL ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT /ENGINEER PRIOR TO PROCEEDING WITH THEDETAILREFERENCEFAB. FABRICATION(OR) T. N. TOE F. F. FINISH FLOOR T.O.A. TOP NA ANTENNA WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE F.G. FINISH GRADE T.O.C. TOP OF CURB NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY X FIN. FINISH(ED) T.O.F. TOP OF FOUNDATION FAILURE TO NOTIFY THE ARCHITECT /ENGINEER. FLR. FLOOR T.O.P. TOP OF PLATE (PARAPET) 13. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, ELEVATION REFERENCE FDN. FOUNDATION T.O.S. TOP OF STEEL F.O.C. FACE OF CONCRETE T.O.W. TOP OF WALL VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURREDF.O.M. FACE OF MASONRY TYP. TYPICAL DURING CONSTRUCTION TO THE SATISFACTION OF ROYAL STREET COMMUNICATIONS. X F.O.S. FACE OF STUD U.G. UNDER GROUND SECTION REFERENCE F.O.W. FACE OF WALL U. L. UNDERWRITERS LABORATORY 14, KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENTF. S. FINISH SURFACE U.N.O. UNLESS NOTED OTHERWISE NOT SPECIFIED AS REMAINING ON THE PROPERTY, LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINTFT.(') FOOT (FEET) V.I.F. VERIFY IN FIELD SPOTS, DUST OR SMUDGES OF ANY NATURE. FTG. FOOTING W WIDE(WIDTH) GROUT OR PLASTER G. GROWTH (CABINET) W/ WITH 15" PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED /FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS INGA. GAUGE WD. WOOD ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATIONE) BRICK GI, GALVANIZE(D) W. P. WEATHERPROOF G.F.I. GROUND FAULT CIRCUIT INTERRUPTER WT. WEIGHT FOR SITE— SPECIFIC CONDITIONS FROM ARCHITECT /ENGINEER, IF NECESSARY, BEFORE PROCEEDING. GLB. (GLU —LAM) GLUE LAMINATED BEAM c CENTERLINE 16. BEFORE ORDERING AND /OR BEFORE FABRICATING /CONSTRUCTING /INSTALLING ANY ITEMS, VERIFY THE TYPES ANDE) MASONRY GPS GLOBAL POSITIONING SYSTEM P_ PLATE, PROPERTY LINE QUANTITIES. 1 CONCRETE 17. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. EARTH 18. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING ANY WORK. 00000;0 o °o °o° GRAVEL 19. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT PLYWOOD NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. SAND 20. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION WOOD CONT, 21- CONTRACTOR IS TO EXCAVATE 6" BELOW EXISTING GRADE AND SPRAY WITH WEED CONTROL. REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED ROCK. AS SPECIFIED ON SITE PLAN. WOOD BLOCKING 22. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF CONSTRUCTION, STEEL 23, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF MATERIALS TO BE INSTALLED AT THE SITE, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INCLUDING AS —BUILT DIMENSIONS OF EXISTINGCENTERLINE STRUCTURES OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE PERFORMED. IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE DIMENSIONS PROPERTY /LEASE LINE OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER AND OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE WORK AFFECTED. THE MATCH LINE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO SO NOTIFY THE ARCHITECT /ENGINEER AND OBTAIN RESOLUTION BEFORE PROCEEDING. WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT E ELECTRICAL CONDUIT A COAXIAL CABLE ou OVERHEAD SERVICE CONDUCTORS X CHAIN LINK FENCING LEGEND 1 ABBREVIATIONS 2 GENERAL NOTES 3 Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 I-'KUJtU I INI`UKMAI IUN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING A 07/15/09 90% C( DRAWIN 0 07/21/09 100% C D RAW I N 1 08/24/09 TOWER( PLANS PREPARED BY: PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 ONSULTANT: tDE E IA I'LOYMFNT qua SERVICES, INC. RAW N BY: C H K.: APV.:--' CENSER: oeRovESSIp y z w 60216 m EXP.06 -30 -10 TqT ! V 0- Q\ P F OF CAS \Fa HEET T GENERAL NOTES, LEGEND AND ABBREVIATIONS I- P' T KI I I AA P P'D TM2 CONDITIONS OF APPROVAL FOR CONDITIONAL USE PERMIT NO. 2009-01 AND A MINOR DESIGN REVIEW FOR ROYAL STREET COMMUNICATIONS WIRELESS MONOPINE CELLULAR TOWER FACILITY" LOCATED AT 16401 LAKESHORE DRIVE General Conditions 1. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold harmless the City, its Officials, Officers, Employees, and Agents from any claim, action, or proceeding against the City, its Officials, Officers, Employees or Agents to attach, set aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or legislative body concerning the project attached hereto. 2. The decision of the Planning Commission shall be final fifteen (15) days from the date of the decision, unless an appeal has been filed with the City Council pursuant to the applicable provisions of the Lake Elsinore Municipal Code (LEMC). 3. Conditional Use Permit No. 2009 -01 shall lapse and shall become void two (2) years following the date on which the use permit became effective, unless prior to the expiration, a building permit is issued and construction commenced and diligently pursued toward completion on the site which was the subject of the use permit application. 4. Any violation or non - compliance with the Conditions of Approval shall be cause for the revocation of this Conditional Use Permit. 5. The applicant shall at all times comply with City's Noise Ordinance contained in Chapter 17.176 of the LEMC. 6. Conditions of Approval shall be reproduced on page one of building plans submitted to the Building Division Plan Check. All Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy and release of utilities. 7. In the event the telecommunication facility ceases to operate, the applicant or property owner shall remove the facility and convert the site to its original condition. 8. The applicant agrees to allow oo- location of other antenna equipment by other wireless communication carriers at this site and it is considered feasible, subject to agreements between the applicant, other carriers and the property owner's terms. 9. The applicant shall be required to maintain and/or repair the telecommunication facility including the proposed antennas and facility equipment per the discretion of the Community Development Director or his designee. 10. All exterior on -site lighting shall be shielded and directed on -site so as not to create glare onto neighboring property. Planning Commission Approval June 16, 2009 CONDITIONS OF APPROVAL Conditions of Approval Page 2 of 2 Conditional Use Permit No. 2009 -01 and a Minor Design Review for — Royal Street Communications 11. The applicant shall provide a wood fence (or upgraded material) and block columns to match the existing material screening the equipment area subject to the review and approval of the Community Development Director or designee. 12.The proposed monopine structure shall have branches and material which thoroughly conceal and stealth the newly added antenna panels and shall be reviewed and approved by the Community Development Director or designee prior to issuance of grading or building permits. Prior to Building Permits 13. Prior to issuance of building permits, applicant shall provide assurance that all requirements of the Riverside County Fire Department have been met. Engineering Division 14. The applicant shall obtain an encroachment permit for any work performed in public right of way. 15. The applicant shall obtain permission from adjacent property owners prior to grading or encroaching onto properties not part of this project. 16. Capital Improvement fees and mitigation fees (LEMC 16.34, Res. 85 -26) shall be paid prior to issuance of building permit. 17. If grading exceeds 50 cubic yards, grading plans shall be prepared by a California Registered Civil Engineer and approved prior to grading permit issuance. Prior to any grading, the applicant shall obtain a grading permit and post appropriate security. 18. The applicant shall obtain and record utility and /or access easements to the facility if access to the site crosses separately owned properties. 19. Drainage shall be conveyed to the public right of way. 20. The applicant shall implement NPDES Best Management Practices during and after construction to prevent discharge of pollutants into the city's storm drain system or adjacent properties. 21. In accordance with the City's Franchise Agreement for waste disposal & recycling, the applicant shall be required to contract with CR &R Inc. for removal and disposal of all waste material, debris, vegetation and other rubbish generated during cleaning, demolition, clear and grubbing or all other phases of construction. Planning Commission Approval June 16. 2009 i. Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 F NUJt_U I INl-UKMAI IUN. LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.:= DATE: DESCF" °rin l. w.— A 07/15/09 90% C( DRAWIN 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWERC PLANS PREPARED BY: PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668- -2828 FAX: (858) 668 -2827 CONSULTANT: t E U0IA PLOYMENT SERVICES. INC. DRAWN BY: CHK.: APV.: MI DPL SAS . [ CENSER: ASH EET TITLE: CONDITIONS OF APPROVAL L_1zWr7r7 KII IAARP*R- V1 ILL I 1 • V 1.14.+1 N. TM3 LEGAL DESCRIPTION: THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, AND DESCRIBED AS FOLLOWS: 9_1:41421 THE SOUTHEASTERLY 84.84 FEET OF THAT PORTION OF LOT 10, BLOCK B, OF RANCHO LA LAGUNA, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 8, PAGE 377, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWEST LINE OF RICE STREET 316.16 FEET NORTHWESTERLY OF THE NORTHWEST LINE OF MACHADO STREET; THENCE SOUTH 36 °56'30" WEST 522.5 FEET TO THE SOUTHERLY LINE OF THE NORTHEASTERLY 7.91 ACRES; THENCE NORTH 53'04'30" WEST 343.84 FEET TO THE NORTHWEST LINE OF SAID LOT 10; THENCE NORTHEASTERLY ALONG THE NORTHWEST LINE OF LOT 10, 522.5 FEET TO THE SOUTHWEST LINE OF RICE STREET; THENCE SOUTHEASTERLY ALONG THE SOUTHWEST LINE OF RICE STREET 343.84 FEET TO THE POINT OF BEGINNING. PURSUANT TO THE SUBDIVISION MAP ACT, SECTION 66499.20 % AND CITY OF LAKE ELSINORE ORDINANCE 740, SECTION 16.20.080, THE MERGER OF ALL THOSE PORTIONS OF LOT 10 IN BLOCK B, OF RANCHO LA LAGUNA, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 8, PAGE 377, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AS DESCRIBED IN INSTRUMENT NO. 39074, RECORDED APRIL 29, 1968, TOGETHER WITH INSTRUMENT NO. 100410, RECORDED NOVEMBER 15, 1967, TOGETHER WITH INSTRUMENT NO. 100408, RECORDED NOVEMBER 15, 1967, TOGETHER WITH INSTRUMENT NO. 47246, RECORDED MAY 14, 1969, ON FILE IN OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH THE EFFECTS OF A RECORD OF SURVEY AS SHOWN BY MAP ON FILE IN BOOK 71, PAGE 44, RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH THE EFFECTS OF LOT LINE ADJUSTMENT NO. 97 -03, RECORDED APRIL 3, 1998, AS INSTRUMENT NO. 127546, ON FILE IN OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, WAS APPROVED UNDER CERTIFICATE OF MERGER CASE NO. 97 -05 ON MARCH 24, 1998, BY THE CITY LAKE ELSINORE, CALIFORNIA. THE ABOVE PROPERTY SHALL HEREINAFTER BE DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 10, IN BLOCK B, OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN BOOK 8, PAGE 377 OF MAPS, RECORDS OF SAN DIEGO COUNTY CALIFORNIA, AS DESCRIBED IN INSTRUMENT NO. 39074, RECORDED APRIL 29, 1968, TOGETHER WITH INSTRUMENT NO. 100410, RECORDED NOVEMBER 15, 1967, TOGETHER WITH INSTRUMENT NO. 100408, RECORDED NOVEMBER 15, 1967 TOGETHER WITH INSTRUMENT NO. 47246, RECORDED MAY 14, 1969, ON FILE IN OFFICIAL RECORDS OF RIVERSIDE COUNTY CALIFORNIA, TOGETHER WITH THE EFFECTS OF A RECORD OF SURVEY AS SHOWN BY MAP ON FILE IN BOOK 71, PAGE 44, RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH THE EFFECTS OF LOT LINE ADJUSTMENT NO. 97 -03, RECORDED APRIL 3, 1998, AS INSTRUMENT NO. 127546, ON FILE IN OFFICIAL RECORD OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS A WHOLE AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY LINE OF LAKESHORE DRIVE, 60 FEET IN WIDTH FORMERLY KNOWN AS RICE STREET) DISTANT THEREON, 316.16 FEET NORTHWESTERLY FROM THE INTERSECTION OF SAID SOUTHWESTERLY LINE, WITH THE NORTHWESTERLY LINE OF MACHADO STREET, 60 FEET IN WIDTH; THENCE SOUTH 36 °55'30" WEST, 522.50 FEET; THENCE SOUTH 53'04'30" EAST, 237.12 FEET; THENCE NORTH 36'55'30" EAST 260.00 FEET; THENCE NORTH 53'04'30" WEST, 132.12 FEET; THENCE NORTH 36'55'30" EAST, 262.50 FEET TO THE SOUTHWESTERLY LINE OF LAKESHORE DRIVE, DISTANT SOUTHEASTERLY THEREON, 105.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTHWESTERLY ALONG SAID LAST MENTIONED SOUTHEASTERLY LINE, 105.00 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THAT PORTION CONVEYED BY DEED TO THE COUNTY OF RIVERSIDE RECORDED NOVEMBER 2, 1977 AS INSTRUMENT NO. 218730 OF OFFICIAL RECORDS. PARCEL 3: THAT PORTION OF LOT 10 IN BLOCK B, OF RANCHO LA LAGUNA, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 8, PAGE 377, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AS DESCRIBED IN INSTRUMENT RECORDED SEPTEMBER 14, 1983 ON FILE IN BOOK 1983 PAGE 187824 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH THAT PORTION OF LOT 10, IN BLOCK B, RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN BOOK 8, PACE 377 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, PER INSTRUMENT NO. 103250 RECORDED OCTOBER 28, 1968 ON FILE IN OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS A WHOLE AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWESTERLY LINE OF MACHADO STREET, 60 FEET IN WIDTH DISTANT THEREON, 262.5 FEET SOUTHWESTERLY FROM THE INTERSECTION OF SAID NORTHWESTERLY LINE, WITH THE SOUTHWESTERLY LINE OF LAKESHORE DRIVE, 60 FEET IN WIDTH (FORMERLY KNOWN AS RICE STREET); THENCE NORTH 53'04'30" WEST, 79.04 FEET; THENCE SOUTH 36'55'30" WEST 260.00 FEET; THENCE SOUTH 53'04'30" EAST, 79.04 FEET TO THE NORTHWESTERLY LINE OF MACHADO STREET DISTANCE SOUTHWESTERLY THEREON, 260.00 FEET FORM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID LAST MENTIONED NORTHWESTERLY LINE, 260.00 FEET TO THE POINT OF BEGINNING. EASEMENT NOTES: EASEMENT(S) SHOWN HEREON ARE PER STEWART TITLE OF CALIFORNIA, INC. PRELIMINARY REPORT NO. 162635, DATED: NOVEMBER 25, 2008. 3 THE EFFECT OF A LOT LINE ADJUSTMENT AS EVIDENCED Y DEED RECORDED SEPTEMBER 14,1983 AS INSTRUMENT NO. 187824 OF OFFICIAL RECORDS. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND IGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT, TO COUNTY OF RIVERSIDE AS GRANTEE, FOR THE PURPOSE OF PUBLIC ROAD AND DRAINAGE, RECORDED DECEMBER 30, 1988, AS INSTRUMENT NO. 385160 OF OFFICIAL RECORDS, AFFECTS SAID LAND. O AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT, TO CITY OF LAKE ELSINORE AS GRANTEE, FOR THE PURPOSE OF EMERGENCY VEHICLE INGRESS AND EGRESS, RECORDED APRIL 17, 1998, AS INSTRUMENT NO. 149049 OF OFFICIAL RECORDS, AFFECTS SAID LAND. n AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND GHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT TO CITY OF LAKE ELSINORE AS GRANTEE, FOR THE PURPOSE OF RIGHT OF WAY, RECORDED APRIL 17, 1998, AS INSTRUMENT NO. 149051 OF OFFICIAL RECORDS, AFFECTS SAID LAND. P ANEASEMENT FOR THE PURPOSE SHOWN 3ELOW ANDAN INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT, TO SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION AS GRANTEE, FOR THE PURPOSE OF ELECTRICAL- SUPPLY SYSTEMS AND COMMUNICATION SYSTEMS, RECORDED JANUARY 29, 2003, AS INSTRUMENT NO. 2003065270 OF OFFICIAL RECORDS, AFFECTS SAID LAND. SAID EASEMENT PROVIDES THAT NO BUILDING, PLANTER BOXES, EARTH FILL OR OTHER STRUCTURE EXCEPT WALLS AND FENCES SHALL BE ERECTED ON SAID EASEMENT. (DOES NOT AFFECT) O DENOTES ITEM PLOTTED HEREON. COORDINATES: LATITUDE 33 °41'18.48" N LONGITUDE 117'22'28.58" W NAD 1983 GEODETIC COORDINATES WERE ESTABLISHED USING SURVEY GRADE "ASHTECH" G.P.S. RECEIVERS AND ASHTECH SURVEY GRADE PRECISION SOFTWARE FOR POST - PROCESSING. BASIS OF BEARINGS: THE CENTERLINE OF LAKESHORE DRIVE BEING NORTH 53 °06'00" WEST PER MAP OF TRACT NO. 23000, M.B. 189 / 11 -12 RECORDS OF RIVERSIDE COUNTY. ASSESSOR'S IDENTIFICATION: RIVERSIDE COUNTY A.P.N. 379 - 250 -010, 379 -250 -044 AND 379 -250 -045 3.46 ACRES PER RIVERSIDE COUNTY ASSESSOR 11.111 013 14 U.S.G.S. BENCH MARK "BM 1326" UNITED STATES GEOLOGICAL SURVEY BENCH MARK "BM 1326" AS SHOWN ON THE "LAKE ELSINORE" 7.5 MINUTE QUADRANGLE MAP. ELEVATION: 1,328.5 FEET A.M.S.L. (NAVD88) TITLE REPORT IDENTIFICATION: STEWART TITLE OF CALIFORNIA, INC. PRELIMINARY REPORT NO. 162635 DATED: NOVEMBER 25, 2008. DATE OF SURVEY: OCTOBER 24, 2008 r a-• b \ L- f r "IN I- f :,A O r t 1K xh, L Wlv 01) c"1,, ;E SEE SHEETS C -2 AND C -3 FOR SITE DETAIL Royal street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 F-'I-UJL. 11 IINI- UIKM/A I IUIN: LA3414A SPRINT MACHADO STORAGE 16401 LAKESHORE DRIVE LAKE ELSINORE, CA 92530 CURRENT ISSUL DATE: 10/30/08 ISSUED FOR: REVIEW r--REV.:= DA- I- E: -__. -- DESCRIPTION:=- - -BY: 1 10/30/08 ISSUED FOR REVIEW OB 2 12/22/08 ADDED TITLE INFO ADDED SHEET JA PLANS PRLPARED BY: 13225 DANILLSUN ST., SUITE 200 POWAY, CA. 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: lop, of11w == jmm w i swo-Hilleim A N D A S S 0 C I A 1 L S, I N C. LAND SURVEYING & MAPPING 3188 AIRWAY AVENUE, SUITE K1 COSTA MESA, CA 92626 714 557 --1567 OFFICE JN. 816.044 714 557 --1568 FAX DRAWN BY:- OB CWW BH F- LICENSER: CHK.: APV.: L ANO S No. 7211 Exp. 3-31-10 JIgTF p OF C N\-1 SHEET J I'I LE: - -- TOPOGRAPHIC SURVEY SHEET NUMBER: LEGEND: 1333.09 FD IP 2s8 AC ASPHALT CONCRETE ANTENNA ! / 95 . ACU AIR CONDITIONING UNIT BOLLARD ANT ANTENNA APX APEX o CHAIN LINK FENCE BD BOLLARD •` BUILDING CENTERLINE `O BLD UHN 13HANCH V FIRE HYDRANT BTM BOTTOM V \ BTS BTS UNIT FOUND MONUMENT CLF CHAIN LINK FENCE ® GAS VENT \ CLM COLUMN 0 CPD CONCRETE PAD O GPS ANTENNA CT CABLE TRAY ® STORM DRAIN MANHOLE \ SS• D DIAMETER i 00 0, DBX DOOR ELECTRICAL BOX m TELCO BOX TRACT NO. 23000 tiso6, SCAB ELECTRICAL CABINET UTILITY POLE \ \ 6 % 8 00•. ., EM ELECTRICAL METER ® WATER METER M. B. 189 1 1 -1 2 EP EDGE OF PAVEMENT ® WATER VALVEEPBELECTRICALPULLBOX FD FOUND — WOOD FENCE FH FIRE HYDRANT A.P.N. 379 - 250 -041 , FRM FRAME / ,\ N36 °55 30 'E GL GUTTER LIP \ 30.00' \ GPS GPS ANTENNA LOT 1 GRNDCAN GROUND CAN \ NS OS\ oGRVLGRAVEL0Q\ GTP GATE POST / Q0, y \ GV GAS VENT LOT 1 / 7 H HEIGHT / HSE HOUSE IN INCHES IP IRON PIPE MPN MONOPINE S ,( NC NATURAL GROUND X060 ' iO OH OVERHANG O SDMH STORM DRAIN MANHOLE OSPSTEELPLATE / TBX TELCO BOX / B LK . 9 \ ooTCTOPOFCURB ,/ / . Q) / \ TCAB TELCO CABINET °/ L T cJ \ \\ °h`'/ o A.P.N. 379--250--034 / TP TOP .h o ^o MYy \ TR TREE TRPM PALM TREE / TRPN PINE TREE / A.P.N. 379 - 250--010 1321.92 FD PTRSRTELCORISER / / / ` — — _ _ UCAB UTILITY CABINET PARCEL 1 / A.P.N. 379 - 250 -001 ~' A.P.N. UP UTILITY POLE / 379- 250 -023 / WDF WOOD FENCE LOT 1 3 ,o WM WATER METER WV WATER VALVE tt Op '\ A.P.N. 379- 250 -044 / / rR 240 \ V PARCEL 2 / A.P.N. 379 -250 -003 \ 1350.30 ;; / APN \ ' ° A / LOT 9 1110 379- 250 -022 / Co EXISTING BUILDIN O , h 1333.00 HSE TP1 1339.30 -GRA GEODETIC \ A.P.N. \ \ / LOT 17 BLD TP a o,, ', N 3 S8o COORDINATE TES 13 pN 1353.60 UP / 1i1 , `5 3. (SEE INSERT ON379-250-037 S.D. BELLE VIEW Q6. SHEET C -2 / PARCEL TRACT ` ` y,7 , y FOR MONOPINE DETAIL)) 1 / \ ' 408, gp`gLQ \ 13211 M.B. 10 495 133320 SRN 1400,10 . G 1403.20 ° Z 7 PARCEL MAP 8168BDANTTP P 337.801L33,330 • • \ / P. M. 3 7 / 42 L 0 T 5 / BLD TP BD 5y6'6D 1342.70 SEE SHEET SHED NG A.P.N. 379 - 250 -038 / SAy oo C -2 FOR DETAIL 1342.30 < T, NAGPARCEL2LOT13 13 OH '-TP \ P • / O , /1359.50 \ A.P.N. 379 - 241 -057 , 7 TR D201N A.40 1410.20 ,2 N PARCEL 2 J \ w TRPN D241N Q / EXISTING BUILDING \ PARCEL MAP 10212 s . , \ \\ / 1333.30 3Q Q HSE TP \ r P. M. 51 / 4 RDy 00 .. J -OVERHAN \ O '' 1366.40 \ o `' rR 20lN A.P.N. 379 - 241- -056 A.P.N. 379 - 250 -039 .,,. \ °, icy 13.5a ° cJ / FH PARCEL 1 r` ', w .Y., PARCEL 3 \ \ LOT 9 Q 1326.80 ._ u k WDF H6 M... V 14.d j i LOT 51343.20 ` iC OH TP A.P.N. 379 -241 -053 \ \ TRACT NO. 4267 h o \ PARCEL 4 A -B. 70 / 22 -23 \ SCALE: 1" = 40' A.P.N. 379 - 250 -040 _ , Q / L 0 T 4 \ R. / A.P.N. 379 - 241 -013 SEE SHEET y t n 10 givc C1 FOR BOUNDARY AND TITLE INFO, SEE SHEET C-3 FOR SITE DETAIL Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 HNUJLL I IINrUt MAI IUIN: -- LA3414A SPRINT MACHADO STORAGE 16401 LAKESHORE DRIVE LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: - 1 0/30/08 ISSUED :__ ....._ REVIEW r_REV.- _DATE: W DESCRIPTION: = 1 10/30/08 ISSUED fOR REVIEW OB 2 12/22/08 ADDED TITLE INFO ADDED SHEET JA PLANS PREPARED . -_ PDC 13225 DANIELSON ST., SUI 1 E 200 POWAY, CA. 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULJANT:_- AND ASS0CI Al ES, INC. LAND SURVEYING & MAPPING 3188 AIRWAY AVENUE, SUITE K1 COSTA MESA, CA 92626 714 557- -1567 OFFICE JN, 816.044 714 557 -1568 FAX DRAWN BY OB CWW LICENSER: NL L ANp sG No. 7211 Exp. 3 -31 -10 of C NO SHEET TI1LE:_- - __ ^ TOPOGRAPHIC SURVEY SHEET NUMBER: APV.: BH r DIRTY HSE TP ING BUILDING G 1 81.7 FEET (A.G.L.) BRN TP 1 0.0 FEET (A.G.L.) GRADE LINE i LEGEND: MONOPINE DETAIL WESTERLY ELEVATION SCALE: 1 " = 10' five 6... , AC ASPHALT CONCRETE SP STEEL PLATE 12/22/08 P ANTENNA ACU AIR CONDITIONING UNIT TBX TELCO BOX ANT ANTENNA TC TOP OF CURB BOLLARD APX APEX TCAB TELCO CABINET o CHAIN LINK FENCE BD BOLLARD TP TOP BLD BUILDING TR TREE CENTERLINE BRN BRANCH TRPM PALM TREE o' FIRE HYDRANT BTM BOTTOM TRPN PINE TREE BTS BTS UNIT TRSR TELCO RISER p FOUND MONUMENT CLF CHAIN LINK FENCE UCAB UTILITY CABINET GAS VENT CLM COLUMN UP UTILITY POLE CPD CONCRETE PAD WDF WOOD FENCE GPS ANTENNA CT CABLE TRAY WM WATER METER STORM DRAIN MANHOLE D DIAMETER WV WATER VALVE DR DOOR m TELCO BOX EBX ELECTRICAL BOX ECAB ELECTRICAL CABINET UTILITY POLE EM ELECTRICAL METER WATER METER EP EDGE OF PAVEMENT EPB ELECTRICAL PULL BOX WATER VALVE FD FOUND WOOD FENCE FH FIRE HYDRANT FRM FRAME GL GUTTER LIP GPS GPS ANTENNA GRNDCAN GROUND CAN GRVL GRAVEL r ' r i d " GTP GATE POST p i t. w r GV GAS VENT H HEIGHT HSE HOUSE IN INCHES,k IP MPN IRON PIPE MONOPINE NG NATURAL GROUND OH OVERHANG SCALE: 1 " 1 c A, ' SDMH STORM DRAIN MANHOLE YG Vm 4aara y1 x.P SEE SHEET C -1 FOR BOUNDARY AND TITLE INFO. SEE SHEET C-2 FOR SITE DETAILS Royal Street Communications California, LL 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 7 F'KUJLL I IINI -UKMAI IUIN: CURRENT ISSUE DATE- 10/30/08 ISSUED FOR: REVIEW r-- REV.: -DA1 E: DESCf 1 °T'nr.i. 1 10/30/08 ISSUED REVIEW 2 12/22/08 ADDED ADDED PLANS PREPARED BY: 4a co 13225 DANIELSON ST., SUI1 E 200 POWAY, CA. 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: A N D A S S O C I A l E S, I N C. LAND SURVEYING & MAPPING 3188 AIRWAY AVENUE, SUITE K1 COSTA MESA, CA 92626 714 557- -1567 OFFICE JN. 816.044 714 557 --1568 FAX DRAWN BY OB CWW BH LICENSER; CHK.:. APV.: S pNPI LANp ,s' No. 7211 Exp. 3-31-10 OF C N\- F SHEET TITLE: TOPOGRAPHIC SURVEY L_ C,I -IFF_T N1 IIKARFR _ C -3 SCALE NOTE: 07/15/09 90% C( DRAWI N 0 07/21/09 IF DIMENSIONS SHOWN ON PLAN DO NOT / 08/24/09 SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. i GENERAL NOTES: 1. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF INSTALLATION OF NEW ANTENNAS AND MICROWAVE ANTENNA MOUNTED ON EXISTING SCE TRANSMISSION TOWER AND ASSOCIATED EQUIPMENT CABINETS ON THE GROUND LEVEL ON A NEW CONCRETE PAD. 2. THE NEW FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 3. THE NEW FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 4. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY ROYAL STREET COMMUNICATION TECHNICIANS. 5. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS A.P.N. PROPOSAL. 379- 250 -04.16 OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT NEW. 7 ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE LOT 1 PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 10. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM 11. THE SITE ON A DAILY BASIS. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM 6p N 36'55'30" E 30.00' oQ/ LOT 17 s o 41 S w O ` OIT BLK. 9 h /.. Q Quo/ \ i A.P.N. ' A.P.N. 379-250-010 / 379- 250 -034 O LOT 5 // ^` / 4) A.P.N. / Al 379-250-023-, A.P.N. 379-- 250 -001 A.P.N. SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. 379-250-044 / ` ' SUBCONTRACTOR SHALL NOTIFY ROYAL STREET COMMUNICATIONS ` ' ` LOT 13 OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. SITE WORK GENERAL NOTES: 1. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER '. Q EXISTING UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED / A.P.N. ON ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF // `. NEW ROYAL STREET PROJECT HOUSE i \ / THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. ~ LOCATION ON GROUND LEVEL 379- "250"022 i EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN / (PLEASE SEE ENIARGED SITE PLAN) A -2 / EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING EXCAVATION. OO 2. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND A'P'N' PROJECT SPECIFICATIONS. Q 2 379 -250 -003 LOT 17 >> y 3. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER / F-{, 6 , 0 REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF `sT / y LOT 9 ZONED: a - ' LEGALLY. STO' , 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW !` c NEIGHBORHOOD AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. ZONED: / C -1 / %o , / \ COMMERCIALa 5, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN NEIGHBORHOOD ` , °-L A \ DISTRICT +/ GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED / IN ANY FILL OR EMBANKMENT. / COMMERCIAL F / 6. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH /' DISTRICT "J / L0 5 \ 1% / A P %1. UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. A p0A\ / r , 7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER c` / BLK. 3 UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, - SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED ON POINTS WHICH WILL NOT INTERFERE WITH THE A.P.N. / \• , EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND /OR LOCAL UTILITIES. 379'250 --'038 \ SCALE NOTE: I IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. NOTE: EXISTING ANTENNAS AND MONOPINE BRANCHES NOT SHOWN FOR CLARITY, PLEASE SEE ELEVATIONS FOR DETAILS. x O I m It 2 A x o I NEW ROYAL STREET ICE BRIDGE ' x P ' 0° GC NEW POWER AND TELCO 1 S • CONDUITS WITHIN EXISTING EXISTING 6'--0" A -7 NEW ROYAL STREET NP 3' -0" WIDE EASEMENT I I POWER HANDHOLE PAP HIGH WOOD FENCE $ E_6 I EXISTING 6' -0" EXISTING NEXTEL AC 10' -5" 10 -11 15/16' HIGH WOOD FENCE 4 NEW 3' -0" WIDE EXISTING 6'-0" x CONDENSING UNITS (TYP -2) EXISTING 6' -0" CHAINLINK FENCE x x x x x x x x x x x EXISTING STORAGE BUILDING EXISTING f81' -0" HIGH TOWERCO MONOPINE PRIMARY SECTOR SECTOR "3" CABLE L E NG1 H GAMMA AZ. = 3100 NO. OF COAX COLOR CODE EXISTING NEXTEL ALPHA ICE BRIDGE NEW (6) ROYAL STREET PANEL 2 ANTENNAS MOUNTED ON EXISTING f81' ---0" HIGH TOWERCO MONOPINE A -6 210' EXISTING NEXTEL _. - -- 7/8" PANEL METER BLUE EXISTING NEXTEL GAMMA UTILITY CABINETS 70' NEW ROYAL STREET 4 TELCO /SMPOE CABINET MOUNTED 4 ON NEW UTILITY RACK E -5 30' EXISTING SPRINT 7/8" ICE BRDIGE NEW 120/240v, 4 1 PH, 3W, 4- --CLIP ROYAL STREET PANEL METER E -5 p .6 o 0- ti ENLARGED SITE PLAN w z J 0 J NEW ROYAL ROYAL STREET WOOD `j CHAINLINK FENCE STREET LEASE AREA A -6 ACCESS GATE x ZLPROPERTYLINE _ _ _ _ _ _ _ PROPERTY LINE- _ _ _ _ _ _ _ _ _ PROPERTY LINE x --- x x x x x x x x x- x x x x x x x x x x x x f13' -6" l I/E ---- . O _ T _ .. - T/E I/E I/E I/E 1/E - /E - I/E 11E 1/E 1/E - -- I/E - I NEW ROYAL STREET 16 "x16" C ' 6FENCE COLUMN (NYP. -2) LLJ NEW 19' -0" x 11' -0" ROYAL STREET LEASE AREA O PLEASE SEE EQUIPMENT COMPOUND LAYOUT) w o Q 1 I I 1 r I I J Ow I Ld rn Cr EXISTING PORTABLE C p' I STORAGE SHED DIRT wx`? ( ° 1 NEW ROYAL STREET EQUIPMENT COQ A -6 CABINETS MOUNTED ON CONCRETE PAD LLI EXISTING SPRINT LEASE AREA re EXISTING 6' -0" - HIGH WOOD FENCE I EXISTING 16 x 16 " FENCE COLUMN (TYP) w z I J 0 I I Uj I IJ I o I U3 T ri C) N N N_ O EXISTING BUILDING C CI w z J w IL a C C ( 4 NEW 4' -0" WIDE ROYAL A -6 STREET WOOD ACCESS GATE SFC NEW ROYAL STREET PPC y6oCABINETW /GEN.PLUG ° E -5 EXISTING SPRINT PANEL METER ON EXISTING UTILITY RACK x x x x x X - -1C C / W i % x T l %7- 7 %T 7 7 T -7 % T -7 —/--17- 7 J/ ly- LJ x / / / / / / / 0 IL II x n ASPHALT I x I I x x x x x7 x C4 RF SCHEDULE SECTOR AZIMUTH CABLE L E NG1 H SIZE NO. OF COAX COLOR CODE 1 ALPHA 100' 70' 7/8" 2 RED 2 BETA 210' 70' 7/8" 2 BLUE 3 GAMMA 310' 70' 7/8" 2 GREEN 4 DELTA 30' 70' 7/8" 2 YELLOW 5 EPSILON 160' 70' 7/8" 2 WHITE 6 ZETA 260 f70' 7/8" 2 PURPLE SEE CURRENT METRO PCS COAX LABELING AND RET ANTENNA SETUP GUIDELINES FOR DETAILS. Q w a 0 z U) x w WA 01111 i I=Ia[ [on :4699:0 EXISTING 17 "x30" VERIZON TELCO HH (TELCO P.O.C.) EXISTING SCE POWER PULLBOX (POWER P.O.C.) EXISTING 16" x 16" FENCE COLUMN EXISTING 6' -0" HIGH WOOD FENCE EXISTING BOLLARD TYP) NEW 12' -0" WIDE ROYAL STREET ACCESS 5 EASEMENT TO FOLLOW 0 ¢ EXISTING TOWERCO ACCESS z LLJ U) > x w Q S EXISTING 6' -0" HIGH CHAINLINK ACCESS GATE i 4' U 4' 8' SCAL1 3/16" 1' -C)" 1 Royal Street Communications California, LL 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 NUJLL, I IIVrUKMHI IVIV: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: DATE:= DESCF"" """' A 07/15/09 90% C( DRAWIN 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWER( LANS PREPARED BY: PDC 13225 DANIELSUN S1., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: CHK.: AW.: MI DPL SAS CENSER: L SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: A -2 SCALE NOTE: IF DIMENSIONS SHOWN ON PLAN DO NOT m 11'_0" KEYED NOTES: SCALE CORRECTLY, CHECK FOR REDUCTION r (J) m NEW ROYAL STREET LEASE AREA OR ENLARGEMENT FROM ORIGINAL PLANS. 4 C7 O NEW ROYAL STREET BATTERY CABINET IOC 1 NOTE: NEW ROYAL STREET EQUIPMENT CABINET A -6 EXISTING ANTENNAS AND MONOPINE o 2' -10" 3' -6" 4'--0' 8" BRANCHES NOT SHOWN FOR CLARITY, 12 1 1 / O NEW 3' -0° WIDE ROYAL STREET WOOD ACCESS DOOR PLEASE SEE ELEVATIONS FOR DETAILS. / I 4 0' -8„ 2„ 7 N O NEW 6' -0" HIGH ROYAL STREET WOOD A -6 FENCE TO MATCH EXISTING (SHOWN SHADED) NEW ROYAL STREET GPS ANTENNA 5 O MOUNTED ON NEW ICE BRIDGE POST A -7 1 PRIMARY NEW ROYAL STREET ICE BRIDGE 4' -0" 4 A -7 NEW ROYAL STREET SERVICE LIGHTING (TYP -3) E -5 14 110 5 O NEW ROYAL STREET POWER & TELCO STUB -UPS (TYP) E -6 A' O9 NEW 6" HIGH ROYAL STREET EQUIPMENT CONCRETE PAD 6 17 A -7 PRIMARY - -. pPinnnRV i 10 EXISTING 16" x 16" FENCE COLUMN EQUIPMENT COMPOUND AND ANTENNA LAYOUT 11 EXISTING NEXTEL AC CONDENSING UNITS (TYP -2) 12 EXISTING 6' -0" HIGH WOOD FENCE (TYP) 20 EXISTING Y_ GEN. RECEPTACLE WITH DISC. SWITCH 13 EXISTING STORAGE BUILDING J) Q PANEL METER NEW (6) ROYAL STREET PANEL ANTENNAS MOUNTED 14 TO EXISTING t81' -0" HIGH TOWERCO MONOPINE, 2 PAINTED TO MATCH EXISTING MONOPINE TRUNK. A -6 n 15 EXISTING t81' -0" HIGH TOWERCO MONOPINE j Q r 16 EXISTING NEXTEL AC DISC. SWITCH (TYP -2) z 17 NEW ROYAL STREET ANTENNA MOUNT, 5 PAINTED TO MATCH EXISTING MONOPINE BRANCHES A -6 18 NOT USED 19 EXISTING NEXTEL ICE BRIDGE 20 EXISTING NEXTEL GEN. RECEPTACLE WITH DISC. SWITCH 21 EXISTING NEXTEL PANEL METER 22 EXISTING NEXTEL TELCO PULLBOX 23 EXISTING 6' -0" HIGH SPRINT EQUIPMENT ENCLOSURE 24 EXISTING MONOPINE ACCESS DOOR 25 EXISTING SPRINT ICE BRIDGE EXISTING SPRINT GPS ANTENNA MOUNTED ON 26 EXISTING SPRINT ICE BRIDGE POST 27 NEW ROYAL STREET TELCO CABINET 4 MOUNTED ON NEW UTILITY RACK E -5 NEW ROYAL STREET SMPOE TELCO 4 28 CABINET MOUNTED ON NEW UTILITY RACK E -5 29 NEW ROYAL STREET PPC CABINET WITH GEN. RECEPTACLE 4 MOUNTED ON NEW UTILITY RACK E -5 30 EXISTING SPRINT ENCLOSURE ACCESS DOOR 31 NEW 4' -0" WIDE ROYAL STREET 4 WOOD ACCESS DOOR A -6 32 EXISTING SPRINT PANEL METER 33 EXISTING BOLLARD (TYP -3) 34 EXISTING SPRINT UTILITY CABINETS NEW 120/240v, 1 PH, 3W, 4 -CLIP ROYAL 4 35 STREET PANEL METER MOUNTED ON NEW UTILITY RACK E -5 36 NOT USED 37 EXISTING PORTABLE STORAGE SHED 38 EXISTING SPRINT EQUIPMENT CABINET 39 EXISTING SPRINT EQUIPMENT CONCRETE PAD 40 EXISTING SPRINT PPC CABINET WITH GEN. RECEPTACLE 41 EXISTING SPRINT TELCO CABINET 42 EXISTING STORAGE BUILDING WALL 2' 1 ' 0 2' 4' SCALL 1 C 1/2" V-. 0„ Royal Street Communications California, L L C 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 F'KUJt(.:I INrUKMAI IUN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: =DATE: DESCP'oTinKi. Dv.-- A j 07/15/09 90% C( DRAWIN 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWERC PLANS PREPARED BY: PDC 13225 DANIELSON SI., SUITE 200 POWAY, CA 92064 TEL: (858) 668 --2828 FAX: (858) 668 -2827 CONSULTANT: t E U Q IA PLOYMENT SERVICES, INC. RAWN BY: CHK.: APV.: MI DPL SAS CENSER: e ovEss/ y C60216 m EXP.06 -30 -10 rTgTf C/ CA` Q SHEET TITLE: EQUIPMENT COMPOUND AND ANTENNA LAYOUT ur7r-T KII IAAQP*P- A -3 SCALE NOTE: IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. EXISTING (12) NEXTEL ANTENNAS MOUNTED ON ±81'-O" HIGH TOWERCO MONOPINE (3 SECTORS) EXISTING t81' -0" HIGH TOWERCO MONOPINE EXISTING SPRINT EQUIPMENT CABINET EXISTING COAX PORT (TYP) EXISTING NEXTEL ICE BRIDGE EXISTING STORAGE BUILDING TOP OF EXISTING oc STORAGE BUILDING ELEV. ±13'-6" EXISTING BOLLARD (TYP) -J EXISTING 6' -0" HIGH WOOD FENCE EXISTING TELCO CABINET /ELEC. METER MOUNTED ON UTILITY RACK EXISTING (6) SPRINT ANTENNAS MOUNTED ON t81' -Q" HIGH TOWERCO MONOPINE (3 SECTORS) 0 I N N O I 0 07/21/09 LO N I N NEW (6) ROYAL STREET PANEL DTQ2 ANTENNAS MOUNTED ON t81' -0" HIGH TOWERCO MONOPINE & PAINTED A-6 MATCH MONOPINE BRANCHES AND WRAPED IN PINE NEEDLE ANTENNA SOCKS EXISTING SPRINT ICE BRIDGE EXISTING SPRINT GPS ANTENNA EW ROYAL STREET E BRIDGE (BEYOND) i NEW ROYAL STREET GPS ANTENNA MOUNTED ON NEW ICE BRIDGE POST (BEYOND) NEW ROYAL STREET EQUIPMENT CABINETS MOUNTED ON NEW A`6 CONCRETE PAD (BEYOND) EXISTING PORTABLE STORAGE SHED NEW ROYAL STREET A -6 16 "x16" FENCE COLUMN 4 NEW 4' -0" WIDE A_6 ROYAL STREET ACCESS DOOR EXISTING BOLLARD (TYP) TOP OF EXISTING MONOPINE FRONDS ELEV. t81' -0" TOP OF EXISTING SPRINT --- NEXTEL MONOPINE ELEV. ±76'-l" EXISTING NEXTEL ANTENNA PAD CENTERS ELEV. t71' -0" EXISTING SPRINT ANTENNA PAD CENTERS ELEV. f65' -3" TOP OF NEW ROYAL STREET PANEL ANTENNAS ELEV. 55' --4" NEW ROYAL STREET PANEL ANTENNA PAD CENTERS ELEV. 53' -0" BOTTOM OF EXISTING MONOPINE FRONDS ELEV. t44' -0" TOP OF EXISTING PORTABLE STORAGE SHED ELEV. 16' -8" TOP OF NEW GPS ANTENNA ELEV. 1 1'--5" TOP OF NEW ICE BRIDGE ELEV. 10' -5" TOP OF NEW EQUIPMENT CABINET ELEV. 7' -4" TOP OF NEW WOOD EXISTING CHAINLINK FENCE ELEV. t6' -0" GROUND LEVEL ELEV. 0' -0" EXISTING 6' -0" HIGH CHAINLINK FENCE (BEYOND) PARTIAL SOUTHWEST ELEVATION 3/16 C= IE4' 0 EXISTING (6) SPRINT ANTENNAS MOUNTED ON t81' -0" HIGH TOWERCO MONOPINE (3 SECTORS) TOP OF EXISTING MONOPINE FRONDS ELEV. ±81' -0" TOP OF EXISTING SPRINT - NEXTEL MONOPINE ELEV. ±76'-l" EXISTING NEXTEL ANTENNA RAID CENTERS ELEV, t71' -0" EXISTING SPRINT ANTENNA PAID CENTERS ELEV, f65' -3" TOP OF NEW ROYAL STREET PANEL ANTENNAS 0 I N O N i Ln ELEV, 55' -4" NEW ROYAL STREET PANEL ANTENNA PAD CENTERS ELEV. 53' -0" BOTTOM OF EXISTING MONOPINE FRONDS ELEV. ±44' -0" N I N EXISTING t81' -0" HIGH TOWERCO MONOPINE NEW ROYAL STREET EQUIPMENT L1 CABINETS MOUNTED ON NEW CONCRETE PAD A -6 EXISTING 6' -0" HIGH WOOD FENCE TOP OF EXISTING PORTABLE STORAGE SHED r ELEV. 16' -8" TOP OF EXISTING STORAGE BUILDING ELEV. t13' -6" TOP OF NEW EQUIPMENT CABINET ELEV. 7' -4" TOP OF EXISTING WOOD EXISTING CHAINLINK FENCE ELEV. f6' -0" EXISTING 6' -0" HIGH CHAINLINK FENCE GROJND LEVEL ELEV. 0' -0" 1 I NORTHWEST ELEVATION EXISTING (12) NEXTEL ANTENNAS MOUNTED ON f81' --0" HIGH TOWERCO MONOPINE (3 SECTORS) NEW (6) ROYAL STREET PANEL ANTENNAS MOUNTED ON t81' -0" HIGH TOWERCO MONOPINE & PAINTED TO MATCH MONOPINE BRANCHES AND RAPED IN PINE NEEDLE ANTENNA SOCKS EXISTING PORTABLE STORAGE SHED (BEYOND) EXISTING STORAGE BUILDING 4' 0 J, 8' SCALL Royal street Communications California, LLC 2913 EL. CAMINO REAL, #561 TUSTIN, CA 92782 t rKUJLU i nruKm/ -m iuiN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING r -REV.::: DATE: DESCP' °T' ^ k" ""'– A 07/15/09 90% cc DRAWIN( 0 07/21/09 100 c DRAWING 1 08/24/09 TOWERC CENSER: LANS PREPARED BY: PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: APV.: CHK.: CENSER: M I U PL. SAS SHEET TITLE: ELEVATIONS SHEET NUMBER: A -4 SCALE NOTE: IF DIMENSIONS SHOWN ON PLAN DO NO] SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. TOP OF EXISTING MONOPINE FRONDS ELEV. i81' -0" TOP OF EXISTING SPRINT - NEXTEL MONOPINE ELEV. t76' --1 " EXISTING NEXTEL ANTENNA RAID CENTERS ELEV. t71' -0" EXISTING SPRINT oLANTENNA RAID CENTERS ELEV. t65' -3" TOP OF NEW ROYAL STREET PANEL ANTENNAS ELEV. 55' -4" NEW ROYAL STREET PANEL ANTENNA RAID CENTERS ELEV. 53'-0" BOTTOM OF EXISTING MONOPINE FRONDS ELEV. f44' -0" TOP OF EXISTING PORTABLE STORAGE SHED ELEV. 16'-8" TOP OF NEW GPS ANTENNA ELEV. 11' 5" TOP OF NEW ICE BRIDGE ELEV. 10' --5" TOP OF NEW EQUIPMENT CABINET ELEV. 7' -4" TOP OF NEW WOOD OIL & EXISTING CHAINLINK FENCE ELEV. t6' -0" GROUND LEVEL ELEV. 0'--0" EXISTING (6) SPRINT ANTENNAS MOUNTED ON t81' -0" HIGH TOWERCO MONOPINE (3 SECTORS) O N 90% C( DRAWIN, I I Ln 100% C DRAWIN, N I N EXISTING SPRINT ICE BRIDGE (BEYOND) EXISTING SPRINT GPS ANTENNA (BEYOND) NEW ROYAL STREET ICE BRIDGE A_7 NEW ROYAL STREET GPS ANTENNA 5 MOUNTED ON NEW ICE BRIDGE POST A -7 NEW ROYAL STREET EQUIPMENT CABINETS MOUNTED ON NEW CONCRETE PAD A -6 EXISTING PORTABLE STORAGE SHED NEW ROYAL STREET 16 "x16" FENCE COLUMN s A -6 NEW 3' -0" WIDE ROYAL STREET ACCESS DOOR 4 A -6 PARTIAL NORTHEAST ELEVATION r EXISTING (12) NEXTEL ANTENNAS MOUNTED ON t81' -0" HIGH TOWERCO MONOPINE (3 SECTORS) EW (6) ROYAL STREET 2 PANEL ANTENNAS MOUNTED ON A-6 ±81'-O" HIGH TOWERCO MONOPINE & PAINTED TO MATCH MONOPINE BRANCHESx AND WRAPED IN PINE NEEDLE x.. ANTENNA SOCKS EXISTING t81' -0" HIGH TOWERCO MONOPINE EXISTING SPRINT EQUIPMENT CABINET EXISTING COAX PORT (TYP) EXISTING 6' -0" HIGH WOOD FENCE NEW 6' -0" HIGH ROYAL STREET WOOD FENCE TO MATCH EXISTING 4 A -6 EXISTING NEXTEL ICE BRIDGE EXISTING STORAGE BUILDING TOP OF EXISTING STORAGE BUILDING ELEV. f 13' -6" EXISTING 6' -0" HIGH CHAINLINK FENCE F-VICTIM (1 t\IF-VTF- I A Nil FNINIAq SCALL 1 SOUTHEAST ELEVATION 3/16" - 1' -0' ELEV. 0'-011w/ 0 d' S' `CALL 2 Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 I-'KUJLU I 1N1 -UKMA1 IUIN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: =DATE: DESCP1O-r inki. ov.-- A OI115109 90% C( DRAWIN, 0 07/21/09 100% C DRAWIN, 1 08/24/09 TOWER( PLANS PREPARED BY: 1 M 13225 DANIELSON SI., SUIIE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: tSEQUOIA IDE,PLOYMENT SERVICES, INC. RAWN BY: CHK.: APV.: MI DPL SAS ICENSER: SHEET TITLE: ELEVATIONS CNFFT W1IAARFR A -5 MODCELL 1500 LBS) TYP BATTERY _..._.._.._._ ,__ ...................... . 2500 LBS) Egg Mw Ian bag ®il I em mm rya ®® 0) eel l 111 ® FRONT VIEW SIDE VIEW 0000000 0000000 0 Ll 0) Ln T-RA MODCELL 4.0 SPECIFICATIONS CABINET DIMENSIONS: HEIGHT: 72 in. (1829 mm) WIDTH: 35.4 in. (900 mm) DEPTH: 40 in. (1016 mm) APPROXIMATE WEIGHT: 1500 Ibs, F6 (INSTALLED) CABINET OPERATING TEMPERATURE RANGE: 40'C TO 46'C — STANDARD MODEL 40'C TO 52'C — HIGH TEMP MODEL BATTERY CABINET SPECIFICATIONS CABINET DIMENSIONS: HEIGHT: 60 in. (152.4 cm) WIDTH: 31 in. 78.7 cm DEPTH: 30 in. 76.2 cm APPROXIMATE WEIGHT: 425 Ibs, (EMPTY) 2400 Ibs, FULL BATT. LOAD (10 STRINGS) 2500 Ibs, MAX WEIGHT W/ FULL BATT. LOAD (10 STRINGS) CABINET OPERATING TEMPERATURE RANGE: 40'C TO 46'C 4) # 4, (TYP.) 10.5„ ......_ 8 "x 16% 16" MASONRY SOLID GROUT Ln 6 2 1D I TOP co STUCCO FINISH SOLID MATCH OLIDGROUT n z PLACE 6 MIL VISQUEEN cD Q FINISH ..................... OR SIMILAR WEED CONTROL) w °can GRADE UNDER # 2 GRAVEL MODEL #: ANDREW UMWD-- 03319 —XDM _ FREQUENCY RANGE: 1710 -1880 MHz N N - ................. Ai:kkkT 1850 -1990 MHz 1920- -2170 MHz ' /K 4 ° cnWEIGHT: 29 LBS COLOR: OFF WHITE ° $ (4) # 4 13„ a 3 — #4 BARS EACH WAY J @ BOTTOM U FRONT SIDE - BACK VIEW SIDE VIEW 2 3'_0" so. EQUIPMENT DETAIL 1 ANTENNA DETAIL 2 COLUMN DETAIL 3 II I III I I I I y I 2 "x4" REDWOOD HORIZONTAL 1 "x5" REDWOOD VERTICAL r F I Y I i. I P -3 PLACES) o— U.U. 4 "x4" PRESSURE TREATED HASP AND PADLOCK LUMBER POST (TYP) 2 "x4" REDWOOD GATE FRAME WITH 2 "x4" 2 DIAGONAL BRACE m.....___.. PARTS LIST ITEM PART NO. DESCRIPTION QTY WEIGHT 1 RM10303 10 -30 RING MOUNT WELDMENT 3 56.54 LBS. 2 RMS4H HARDWARE KIT (ITEMS 3 -m5) 1 3 MT- 384 -24 3/4" x 24" THREADED ROD 6 2.98 LBS. 4 GWL -06 3/4" GALV LOCK WASHER 12 0.04 LBS. 5 GN -06 3/4" GALV HEX NUT (C2) 12 0.12 LBS. 5 PARTS LIST ITEM PART NO. DESCRIPTION QTY WEIGHT 1 MCDA14B.01 LOW PROFILE BOOM WELDMENT 1 66.02 LBS. 2 MCDA14BH HARDWARE KIT (ITEMS 3 -7) 1 3 MCDA14B.05 LOW PROFILE BOOM SWIVEL MOUNT 2 6.03 LBS. 4 OUB -4240 1/2" x 2 -112" x4" GALV. U —BOLT KIT 4 0.56 LBS. 5 GWF04A 1/2" GALV FLAT WASHER (A325) 2 0.02 LBS. 6 GB -0414A 1/2" x 1-1/2" GALV BOLT KIT (A325) 4 0.15 LBS. 7 GB -0524A 5/8" x 2-1/2" GALV. BOLT KIT (A325) 4 0.30 LBS. II n I II III I SAS' i 16x8x16 CONCRETE PILASTER ISOMETRIC VIEW) 00 7 15 5/8" Ln m (N) TILE FINISH TO 2 ° ° ' _ 4 0 ®° 1 MATCH EXISTING 12" MIN. BUILDING 0 ° 4'-0 3/16" - -- -..._. ....... - -- LM 17 I I F7 rly. .. Fn ol G nP a 1' —n "as x --n" WEEP rTHEAVY"ADUTY STAINLESS 07/15/09 1' -0" 0 07/21/09 100% C DRAWINi 1 0 0 0 °0 TOWERC 2 09/04/09 REVISE[ 3 AND 7 1 - IH/ o °° TH/1 11 1' —n "as x --n" WEEP rTHEAVY"ADUTY STAINLESS 07/15/09 1' -0" 0 07/21/09 100% C DRAWINi 1 0 0 0 °0 TOWERC 2 09/04/09 REVISE[ 3 AND o °° 8 k..' Fy., ICE OF #4 0 i LLB. MINUL 1 1 r yr J CONCRETE FOOTING (TYP) 7 >' - - -- -- v T NEW CONCRETE POST #3 9 12" 16x 1 6 PILASTER NOTE: ALL CONCRETE MUST HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI @ 28 DAYS, WOOD FENCE AND GATE DETAIL 4 ANTENNA MOUNTING DETAIL 5 CONCRETE PILASTER DETAIL 6 Royal Street Communications California, LLC 2913 EL CAMINO RLAL, #561 TUSTIN, CA 92782 r-- I- 'KUJtU I I Nr UKMA I IUIN: LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING EV.: =DATE: DF_% -) []TIP1A1. A 07/15/09 90% CC DRAWIN( 0 07/21/09 100% C DRAWINi 1 08/24/09 TOWERC 2 09/04/09 REVISE[ 3 AND PLANS PREPARED BY: rA PDC 13225 DANIEL.SON S I ., SUI i E 200 POWAY, CA 92064 TEL: (858) 668-2828 FAX: (858) 668 -2827 ONSULTANT: t E UQIA PLOYMENT SFRVICES, INC. RAWN BY: CHK.: APV.: MI L)PL SAS CENSER: Q' ovlss/ c 16 EXP.06- -30 °10 * vo f OF CAvF HEET TITLE EQUIPMENT AND ANTENNA DETAILS SHEET NUMBER: N SCALE NOTE: Ih DIMENSIONS SHOWN ON PLAN DO NOT NOTE: SCALE CORRECTLY, CHECK FOR REDUCTION OR ENLARGEMENT FROM ORIGINAL PLANS. PART NUMBERS SHOWN ARE ANDREW /COMMSCOPE ITEMS. METRO PCS APPROVED EQUALS MAY BE SUBSTITUTED, PARTS LIST --- ANDREW /COMMSCOPE ITEM PART NO. DESCRIPTION QTY. WEIGHT 1 MF -130 DIRECT BURIAL PIPE COLUMN, 13' -4" 2 00.91 LBS 2 WB -CY210 SAFETY GRATING 24" X 10' X 12 GAUGE 1 80.01 LBS 3 WBLB243.06 24" WAVEGUIDE BRIDGE SUPPORT BRACKET 2 12.72 LBS 4 WBK21OBH HARDWARE KIT ITEM #5 -18 1 5 CUB -4356 1/2" X 3 -5/8" X 6" GALV U -BOLT KIT 4 0.83 LBS 6 WB -JB -6 1/2" J -BOLT 4 0.49 LBS 7 CWF -04 1/2" GALV FLAT WASHER 4 0.04 LBS 8 GWL -04 1/2" GALV LOCK WASHER 4 0.04 LBS 9 GN -04 1/2" GALV HEX NUT 4 0.14 LBS 10 WBT243.01 VERTICAL TRAPEZE SECTION 3 2.55 LBS 11 WBT243.02 HORIZONTAL TRAPEZE SECTION 9 2.80 LBS 12 MT --387 SQUARE WASHER, 1V' X 11/2" W/ 7/16" HOLE 18 0.11 LBS 13 GB -03205 3/8" X 2" GALV BOLT KIT 9 0.08 LBS 14 GWF -03 3/8" GALV FLAT WASHER _ 3/8" X 1 " GALV BOLT KIT 9 0.04 LBS 15 GB -03105 18 0.08 LBS 16 PC -034 PIPE CAP 3-1/2" 2 0.94 LBS DETAIL "A" DETAIL "B" ICE BRIDGE DETAIL I 1 WASHER, LOCK 07/15/09 90% C( DRAWIN 0 WASHER, FLAT 100% C DRAWIN 1 08/24/09 WASHER, LOCK 2 09/04/09 REVISE[ ADDED CABINETWASHER, FLAT INSULATING WASHER 4.33" 26.77" 14.53" 20.20" CABINET INSULATING WASHER DRILL THIS n 4.20 HOLE FIRST ° 04 CONCRETE U G SLAB CONCRETE V SLAB ° p N o MODULAR 1/2"0 UNISTRUT UNISTRUT P3253 CONCRETE N C6 I CELL w EZBFo 4.0/4.OB aN, r= CHANNEL NUT INSERT (LENGTH TO COVER c N N WITH SPRING o4 °a ENTIRE WIDTH OF1 /2 HILTI KWIK BOLT RAISED 04 °° TZ WITH 2" (MIN.) CONCRETE PAD, UNCAPPED EMBEDMENT DEPTH PER BOTH ENDS FOR DRAINAGE) ICC —ESR #1917 ° n 35.40" 6.00" 30.56" FOR EQUIPMENT CABINET FOR BATTERY CABINET FRONT CABINET ANCHORAGE DETAIL 2 CABINET BOLTING PATTERN DETAIL 3 STRUCTURAL STEEL NOTES: PIPE CAP 1. ALL STEEL WORK SHALL BE (TYP.) PAINTED IN ACCORDANCE WITH A A THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH UNISTRUT P5000 (GALV) ASTM A36 UNLESS OTHERWISE o LIJ NOTED. ~ 0 - 3"O SCH.40 PIPE (GALV) OR 2, ALL WELDING SHALL BE YO RGS CONDUIT GALV GALV) (TYP) NOTES: PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND 1. THE ELEVATION AND LOCATION OF AWS D1.1. WHERE FILLET WELD UNISTRUT P5000 (GALV) THE CPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF NEW CPS ANTENNA SIZES ARE NOT SHOWN, REPORT NEW ICE PROVIDE THE MINIMUM SIZE BRIDGE POST PER TABLE J2.4 IN THE AISC c Q MANUAL 2. THE CPS ANTENNA MOUNT IS OF STEEL , ; o FIELD VERIFY j DESIGNED TO FASTEN TO A CONSTRUCTION ", 9TH EDITION. r STANDARD 1- 1/4 "0, SCHEDULE 40, PAINTED SURFACES SHALL BE GALVANIZED STEEL OR STAINLESS TOUCHED UP. a STEEL PIPE. THE PIPE MUST NOT UNIS1 RUT P5000 (GALV) BE THREADED AT THE ANTENNA 3, BOLTED CONNECTIONS SHALL STEEL PIPE. THE PIPE MUST NOT NEW ANDREW CPS USE BEARING TYPE ASTM BE THREADED AT THE ANTENNA ANTENNA MOUNT A325 BOLTS (3/4" DIA) AND MOUNT END. THE PIPE SHALL BE KIT #GP -S24 SHALL HAVE MINIMUM OF TWO CUT TO THE REQUIRED LENGTH = -- BOLTS UNLESS NOTED MINIMUM OF 18 ") USING A HAND OTHERWISE. OR ROTARY PIPE CUTTER TO I -- 4. NON- STRUCTURAL CONNECTIONS ASSURE A SMOOTH AND FOR STEEL GRATING MAY USE PERPENDICULAR GUT, A HACK SAW _ 5/8" DIA. ASTM A 307 BOLTS SHALL NOT BE USED. THE CUT oo w PIPE END SHALL BE DEBURRED J UNLESS NOTED OTHERWISE. AND SMOOTH IN ORDER TO SEAL FINISH GRADE AGAINST THE NEOPRENE GASKET 3 1/2" O.D. POST . i i ATTACHED TO THE ANTENNA MOUNT. 1/2"0 COAX CABLE MINIMUM 0 BENDING RADIUS PER Q MANUFACTURER'S STANDARD 1' -0 "0 PLAIN UNISTRUT PIPE /CONDUIT CLAMP CONCRETE OR P1119 OR P2558 -35 (GALV.) SAKRETE PIER (TYP) TYPICAL) FOLLOW MANUF. CD RECOMMENDATIONS FOR BOLT TORQUE UTILITY RACK DETAIL 4 GPS ANTENNA MOUNTING DETAIL 5 PER PLAN SPECIAL INSPECTIONS: 3 @ 12" EA WAY, 1" CHAMFER Q2 TYPE OF WORK LISTED BELOW REQUIRES CONTINUOUS SPECIAL TOP AND BOTTOM @45• TYP. INSPECTION U.N.O.: 2 N CONCRETE: CONCRETE PLACEMENT CONTINUOUS FIN, GRADE REBAR PLACEMENT FINAL PLACEMENT REBAR WELDING CONTINUOUS REBAR COUPLING 10% WITH TORQUE WRENCH ANCHOR BOLTS AND INSERTS CONTINUOUS L... W w- / g ° : " ; e b < °^ °. ° r \ \ Cek" ' ' / BATCH PLANT INSPECTIONS PERIODIC GUNITE /SHOTCRETE PLACEMENT ,.. CONTINLJOU$ . ;. mm' EXPANSION ANCHOR INSTALLATION CONTINUOUS EPDXY ANCHOR INSTALLATION CONTINUOUS 6" TYP. MASONRY: UNIT LAYUP PERIODIC NOTE: GROUT PLACEMENT CONTINUOUS FIRM NATURAL SOIL OR 7" COMPACTED REBAR PLACEMENT PERIODIC COMPACTED FILL GRANULAR BASE ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 PSI © 28 PAYS. SECTION CONCRETE PAD DETAIL 6 SPECIAL INSPECTIONS 7 Royal Street Communications California, L L C 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 r- PROJECT INFORMATION: LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING EV.: =DATE: DESCP1DTin "i. A 07/15/09 90% C( DRAWIN 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWER( 2 09/04/09 REVISE[ ADDED PLANS PREPARED BY: a PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 ONSULTANT: t EQUOIA PLOYMENT SERVICES, INC. RAWN BY: CHK. APV. J MI DPL SAS CENSER: HEET T CONSTRUCTION DETAILS SHEET NUMBER: A -7 1. GENERAL REQUIREMENTS A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUED AS TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT WHICH ARE AFFECTED, B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING AND CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. THE CONTRACTOR ASSUMES ALL LIABILITY FOR FAILURE TO COMPLY WITH THIS PROVISION. C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, SCHEDULES, AND SPECIFICATIONS AND IS SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT. THE WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ALL ELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS. D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE AND OPERATIONAL SYSTEM, WHICH INCLUDES THE COST FOR MATERIAL AND LABOR. E. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE OPERATION. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER ACCEPTABLE TO OWNER AND ARCHITECT /ENGINEER. F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE PROGRESS OF THE WORK WILL PERMIT. ARRANGE ANY OUTAGE OF SERVICE WITH THE OWNER AND BUILDING MANAGER IN ADVANCE. MINIMIZE DOWNTIME ON THE BUILDING ELECTRICAL SYSTEM. G. THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT SHALL BE DELIVERED IN PROPER WORKING ORDER. REPLACE, WITHOUT ADDITIONAL COST TO THE OWNER, ANY DEFECTIVE MATERIAL AND EQUIPMENT WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. H. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. I. "PROVIDE ": INDICATES THAT ALL ITEMS ARE TO BE FURNISHED, INSTALLED AND CONNECTED IN PLACE. J. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 2. EQUIPMENT LOCATION A. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS OR ARRANGEMENTS OF CONDUIT RUNS, OUTLETS, EQUIPMENT, ETC., AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURE CONDITIONS ENCOUNTERED. B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO FIELD CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF FURNISHINGS OR EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST, PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO THE SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. C. LIGHTING FIXTURES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. COORDINATE THE FIXTURE LOCATION WITH MECHANICAL EQUIPMENT TO AVOID INTERFERENCE. D. COORDINATE THE WORK OF THIS SECTION WITH THAT OF ALL OTHER TRADES. WHERE CONFLICTS OCCUR, CONSULT WITH THE RESPECTIVE CONTRACTOR AND COME TO AGREEMENT AS TO CHANGES NECESSARY. OBTAIN WRITTEN ACCEPTANCE FROM ARCHITECT /ENGINEER FOR THE PROPOSED CHANGES BEFORE PROCEEDING. 3. SHOP DRAWINGS A. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL WITHIN 35 DAYS OF AWARD OF CONTRACT, SHOP DRAWINGS SHALL BE SUBMITTED IN A COMPLETE BOUND MANUAL INCLUDING LIGHT FIXTURES, SERVICE METERING, TRANSFER SWITCH, PANELBOARD, AND DISCONNECT SWITCHES. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF EQUIPMENT TO INSURE THAT THEY FIT IN THE DESIGNATED AREA AND COMPLY WITH REQUIREMENTS OF ALL APPLICABLE CODES FOR REQUIRED WORKING CLEARANCES ABOUT ELECTRICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL, DEPARTURE FROM THE ABOVE WILL RESULT IN RE— SUBMITTAL AND DELAYS. ELECTRICAL GENERAL NOTES 4. SUBSTITUTIONS A. NO SUBSTITUTIONS ARE ALLOWED. 5. TESTS A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL INSURE THAT ALL EQUIPMENT, SYSTEMS, FIXTURES, ETC., ARE WORKING SATISFACTORILY AND TO THE INTENT OF THE DRAWINGS. 6. PERMITS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND PAYING FOR ALL THE REQUIRED PERMITS, INSPECTION AND EXAMINATION WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 7. GROUNDING A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND APPROVED GROUNDING SYSTEM INCLUDING ELECTRODES, ELECTRODE CONDUCTOR, BONDING CONDUCTORS, AND EQUIPMENT CONDUCTORS AS REQUIRED BY ARTICLE 250 OF NATIONAL ELECTRICAL CODE. B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE METALICALY JOINED TOGETHER TO PROVIDE EFFECTIVE ELECTRICAL CONTINUITY. C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR HAVING GREEN INSULATION. THE GROUND CONDUCTOR SHALL BE PROPERLY CONNECTED AT BOTH ENDS TO MAINTAIN ELECTRICAL CONTINUITY. D. REFER TO GROUND BUS DETAILS. PROVIDE NEW GROUND SYSTEM COMPLETE WITH CONDUCTORS, GROUND ROD AND DESCRIBED TERMINATIONS. E. ALL GROUNDING CONDUCTORS SHALL BE SOLIDINNED COPPER AND ANNEALED #2 UNLESS NOTED OTHERWISE. F. ALL NON— DIRECT BURIED TELEPHONE EQUIPMENT GROUND CONDUCTORS SHALL BE #2 STRANDED, THHN (GREEN) INSULATION. G. ALL GROUND CONNECTIONS SHALL BE MADE WITH HYGROUND" COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE NOTED OTHERWISE. H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS, IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FUTURE INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT TEST REPORTS AND FURNISH TO SMART SMR ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK ". S. UTILITY SERVICE A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL CONFORM TO THE REQUIREMENTS OF THE SERVING UTILITY COMPANIES. CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND REQUIREMENTS. SERVICE INFORMATION WILL BE FURNISHED BY THE SERVING UTILITIES. B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY COMPANIES. 9. PRODUCTS A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI, NEMA, AND THEY SHALL BE U.L. LISTED AND LABELED. B. CONDUIT: 1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR, RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP ROCESS NO. 3. 2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. 3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. 4. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILING OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH ARCHITECT PRIOR TO INSTALLING. 5. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. 6. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE. 7. CONDUITS RUN ON ROOFS SHALL BE INSTALLED ON 4 X 4 REDWOOD SLEEPERS, 6' -0" ON CENTER, SET IN NON-- HARDENING MASTIC. C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #8 A1NG AND LARGER SHALL BE STRANDED. TYPE THHN INSULATION USED UNLESS CONDUCTORS INSTALLED IN CONDUIT EXPOSED TO WEATHER, IN WHICH CASE TYPE THWN INSULATION SHALL BE USED. D. PROVIDE GALVANIZED COATED STEEL E OXES AND ACCESSORIES SIZED PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING, E. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE WITH WHITE FINISH (UNLESS NOTED BY ARCHITECT /ENGINEER), 20 AMP, 125 VOLT, THREE WIRE GROUNDING TYPE, NEMA 5 --20R. MCUNT RECEPTACLE AT 12" ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON DRAWINGS OR IN DETAILS. WEATHERPROOF RECEPTACLES SHALL BE GROUND FAULT INTERRUPTER TYPE WITH SIERRA #WPD -8 LIFT COVERPLATES. F. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION GRADE WHITE (UNLESS NOTED OTHERWISE) FINISH. MOUNT SWITCHES AT +48" ABOVE FINISHED FLOOR. G. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH ANTI —BURN SOLDERLESS COMPRESSION APPROVED FOR COPPER CONDUCTORS, COPPER BUS BARS, FULL SIZED NEUTRAL BUS, GROUND BUS AND EQUIPPED WITH QUICK — MAKE QUICK —BREAK BOLT —IN TYPE THERMAL MAGNETIC CIRCUIT BREAKERS. MOUNT TOP OF THE PANELBOARDS AT 6' -3" ABOVE FINISHED FLOOR. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY. H. ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED. I. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10' LONG. COPPERWELD OR APPROVED EQUAL. 10. INSTALLATION A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL EQUIPMENT, FIXTURES, BOXES, PANEL, ETC., SUPPORT LUMINARIES FROM UNDERSIDE OF STRUCTURAL CEILING, EQUIPMENT SHALL BE BRACED TO WITHSTAND HORIZONTAL FORCES IN ACCORDANCE WITH STATE AND LOCAL CODE REQUIREMENTS. PROVIDE PRIOR ALIGNMENT AND LEVELING OF ALL DEVICES AND FIXTURES. B. CUTTING, PATCHING, CHASES, OPENINGS: PROVIDE LAYOUT IN ADVANCE TO ELIMINATE UNNECESSARY CUTTING OR DRILLING OF WALLS, FLOORS CEILINGS, AND ROOFS. ANY DAMAGE TO BUILDING STRUCTURE OR EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. OBTAIN PERMISSION FROM THE ARCHITECT /ENGINEER BEFORE CORING. C. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND /OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. D. LOCATION OF TENDONS AND /OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE, MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X--RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND /OR STEEL TENDONS. E. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH THE REQUIREMENTS OF THE U.B.C. c, : c 11. PROJECT CLOSEOUT °' A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITICN. B. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. C. ALL BROCHURES, OPERATING MANUALS, CATALOG, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION. Royal street Communications California, LLC 2913 LL. CAMINO REAL, #561 TUSTIN, CA 92782 t'KUJLU I 1Nr UKMF11 IUIV: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: =DATE: DESCP'oTin i. ov.— A 07/15/09 90% CC DRAWIN( 0 07/21/09 100% C DRAWIN, 1 08/24/09 i Royal street Communications California, LLC 2913 LL. CAMINO REAL, #561 TUSTIN, CA 92782 t'KUJLU I 1Nr UKMF11 IUIV: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: =DATE: DESCP'oTin i. ov.— A 07/15/09 90% CC DRAWIN( 0 07/21/09 100% C DRAWIN, 1 08/24/09 TOWERC PLANS PREPARED BY: PDC 13225 DANIELSON ST., SUI I E 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 ONSULTANT: I...• SEQUOIA DEPLOYMENT SERVICES, INC. DRAWN BY: —CHK.:- APV.: F_ MI UPS SAS LICENSER: EET TITLE: ELECTRICAL GENERAL NOTES HEET NUMBER: E -1 Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 F-'KUJLU I IINIrUMMHI IUIN: LA- 3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: =DATE: DESCP' °Tin i. DID— A 07/15/09 90% C( DRAWIN, 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWERC PLANS PREPARED BY: PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 ONSULTANT: tSEQUOIA PLOYMENT SERVICES, INC. DRAWN BY: -CHK.: APV.: MI DPL SAS LICENSER: SHEET TITLE: ELECTRICAL SITE PLAN SHEET NUMBER: E -2 k, SCALE NOTE: NLW ROYAL STREL-I 7 NEW ROYAL STREET GPS NOT SCALE CORRECTLY, CHECK FOR DIMENSIONS SHOWN ON PLAN DO POWER / TELCO STUB —UPS ANTENNA MOUNTED ON ICENE - REDUCTION OR ENLARGEMENT FROM BRIDGE ORIGINAL PLANS. NEW ROYAL STREET 1 1 11 ICE BRIDGE A -7 E -6 A -7 4 NEW ROYAL STREET 3' -0" A WIDE WOOD ACCESS DOOR NEW ROYAL STREET GROUND ROD (TYP-6)F w FOR ADDITIONAL GROUNDING SEE _ . _ _ PRIMARY477 BATTERY CABINET TO NEW GROUND 4 NEW EQUIPMENT4 BAR AT MONOPINE TTO I - GROUND RING, #2 EXISTING ±81'—O" HIGH —.. PRIMARY I - AWG, SOLID, TINNED TOWERCO MONOPINE ( BTS #1) T' LIH I o o SERVICE LIGHT L` • i d I E -5 (TYP. -3) \ GROWTH I NEW EQUIPMENT GROUND i' (BTS #2) NEW ROYAL STREETRING, #2 AWG BCW, . ., .^ + ANTENNA GROUND BAR SOLID, TINNED - '" 4 MOUNTED NEAR ANTENNAS \• 2 NEW ROYAL STREET I 3 NEW ROYAL STREET \ I/ A`6 MATCH NMONOPINE DBRAONCHESMASTERGROUNDBAR t . GROWTH r . BATTERY NEW ROYAL STREET ; . .„CABINET pa MONOPINE GROUND ` RO \ ' " . D E -6 r ', - .• y.\ r . NEW ROYAL STREET X / N, ; / r EQUIPMENT CONCRETE 1 PAD EXISTING f81' --0" HIGH TOWERCO MONOPINE TOP o.. NEW ROYAL STREET/"4 / TELCO CABINET MOUNTED ' 4 NEW ROYAL STREET PPCONNEWUTILITYRACKE'5 E_5 CABINET WITH GEN. PLUG NEW ROYAL STREET 4 _ SMPOE TELCO CABINET MOUNTED - ON NEW UTILITY RACK E -5 _ ...................... 4 NEW ROYAL STREET 4' -0" NEW ROYAL STREET 4 A-4 WIDE WOOD ACCESS DOOR ELEC. METER MOUNTED ON NEW UTILITY RACK -5 y EQUIPMENT GROUNDING, POWER AND TELCO ROUTING PLAN O 1 3 5 10 SCALE 1 ANTENNA 0 1 3 5 10 SCALLGROUNDINGPLAN 1 . ALL ULIAIL`) ARE Sf IOWN IN GENERAL TERMS. AC1 UAL_ GROUNDING 2 INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING TO SITE MONOPINE - AN I ENNAS HER PLAN CONDITIONS. PER PLAN (QUANTITY /CONFIGURATION VARIES) 2. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER WIRE CABLE ENTRY /EXITUNLESSOTHERWISENOTEp, PORT, TYP. NOTES: 3. GROUND BAR LOCATED IN BASE OF EQUIPMENT WILL BE PROVIDED, FURNISHED AND INSTALLED BY THE VENDOR. AGB 1 1 THIS IS A DIAGRAMMATIC REPRESENTATION ONLY, SEE GROUNDING4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. 1/4 X4 "X12 PLAN FOR SITE — SPECIFIC GROUNDING LAYOUT AND COMPONENTS, 5. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR ANTENNA GROUND BARS PER PLAN 2. SEE GROUND NOTES FOR ADDITIONAL INFORMATION, 6" MINIMUM BELOW THE FROST LINE. I j (QUANTITY /CONFIGURATION VARIES) AGB GB 3 3 USE #2 AWG, BTCW FOR GROUND LEADS FROM BUS BARS TO6. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1 —0' mm _ 1/4 "X4'X1 'J. 1/4 "X 4 "X12" . FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. — — GROUND RING, 7. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A / % 4. USE #2 AWG, BTCW FOR BURIED GROUND LOOP AND GROUNDCOLDGALVANIZEDSPRAY. I, I / LEADS. 8. GROUND BARS: 0 d GB #4 IF RE GP5 ANTENNA THE NUMBER AND SIZE OF GROUND BARS USED MAY PER SITE1/4 "X4 "X24" CONDITIONS. 5. A. EQUIPMENT GROUND BUS BAR (EGB) LOCATED AT BOTTOM OF ANTENNA i 1 11POLE /MAST FOR MAKING GROUNDING JUMPER CONNECTIONS TO COAX # 2 AWG SOLID BTCW _ FEEDER CABLES SHALL BE FURNISHED AND INSTALLED BY I I (n p_2) E -6 SURGE COAX CABLE 3ELECTRICALCONTRACTOR. JUMPERS (FURNISHED BY OWNERS) SHALL PROTECTOR BARGROUNDBEINSTALLEDANDCONNECTEDBYELECTRICALCONTRACTOR. G I E -6 OB. MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO I I COAXEQUIPMENTCABINET(S) SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL I I SUPPORT SERVICEcNCONTRACTOR. I BATTERY FRAME FLEXENT FLEXENT BATTERY TELCO ppC PLUG DISC. CABINET SWITCH9. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY COAX CND. CABINET CABINET CABINET CABINET ELEC. ELECTRICAL CONTRACTOR, PRI. Gs SURGE KIT 4 " BTS # 1 " "BTS #2" GROWTH CABINET C 7GOBSERVEN.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL I 1/4 "X4 "X24" NSERVICEGROUNDING. GB 3 E -6 t r 11. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S 1/4 "X4 "X24" 00 000 I DOUBLE MASER GB THROW i RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED 2 MINIMUM 000000000000000 \ 3 I 1/4'X4 "x24" 000000000000000000000 ' TRANSFER swLrcH . p. 12. IF EQUIPMENT IS IN A C.L. FENCE ENCLOSURE, GROUND ONLY CORNER y G kPOSTSANDSUPPORTPOSTSOGGATE. IF CHAIN LINK LID IS USED THEN E`6 0 0 r CONC,j w. GROUND LID ALSO. _ COAXIAL CABLE i I I , ' ' PAD PER PLAN, TYP. 113. GROUNDING ® PPC CABINET SHALL BE VERTICALLY INSTALLED, FIN. GRADE I I I 14, ALL GROUNDING FOR ANTENNAS SHALL BE CONNECTED SO THAT IT WILL BY —PASS MAIN BUSS BAR. .. .. T - _ - 11 FINISH - GRADE I 15. ALL EMT RUNS SHALL BE GROUNDED AND HAVE A BUSHING. NO PVC G G ELECTRICALABOVEGROUND. I I I' I — — + — _ 0 00000 0 I I SERVICE 16. USE SEPAREATE HOLES FOR GROUNDING @ BUSS BAR. NO "DOUBLING —UP" 000000000000000 NEW EQUIP, GROUND GROUND OF LUGS. I I I I I I I I 7 7 BAR I f 17. POWER AND TELCO CABS. SHALL BE GROUNDED (BONDED) TOGETHER. L I T —G — j, < — — — — -G — _. — — — — — - G — — _ _ _ __ L _ — _ — — _ _ 1 18. NO "L AND B" ALLOWED ON GROUNDING. G — — - — — — — — — _.__ — — — _._ — — — — — — — __ — — ..._ ik v — - G 19. PROVIDE STAINLESS STEEL CLAM AND BRASS TAGS ON COAX Q ANTENNAS E TOWER # 2 AWG, BTCW FOR GROUND LEADS RODS (TYP) AND DOGHOUSE. GROUND GROUND RODS FROM BUS BARS TO GROUND RING. #2 AWG, SOLID TINNED BCW TYP. RING TEST WELL TYP. OF 2 FOR BURIED GRID. RINGS & GRID. LEADS. GROUNDING NOTES 3 TYP. SYSTEM GROUNDING SCHEMATIC -- POLE / EQUIP @ GRADE 4 Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 rrxvvr—u I IINrURMMI MV: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 Z ISSUED FOR: 100% CONSTRUCTION DRAWING EV.: =DATE: DESCpiDTIOKI.- A 07/15/09 90% b DRAWIN 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWER( ni w Rnvoi crQ T LIH I o o SERVICE LIGHT L` • i d I E -5 (TYP. -3) \ GROWTH I NEW EQUIPMENT GROUND i' (BTS #2) NEW ROYAL STREETRING, #2 AWG BCW, . ., .^ + ANTENNA GROUND BAR SOLID, TINNED - '" 4 MOUNTED NEAR ANTENNAS \• 2 NEW ROYAL STREET I 3 NEW ROYAL STREET \ I/ A`6 MATCH NMONOPINE DBRAONCHESMASTERGROUNDBAR t . GROWTH r . BATTERY NEW ROYAL STREET ; . .„CABINET pa MONOPINE GROUND ` RO \ ' " . D E -6 r ', - .• y.\ r . NEW ROYAL STREET X / N, ; / r EQUIPMENT CONCRETE 1 PAD EXISTING f81' --0" HIGH TOWERCO MONOPINE TOP o.. NEW ROYAL STREET/"4 / TELCO CABINET MOUNTED ' 4 NEW ROYAL STREET PPCONNEWUTILITYRACKE'5 E_5 CABINET WITH GEN. PLUG NEW ROYAL STREET 4 _ SMPOE TELCO CABINET MOUNTED - ON NEW UTILITY RACK E -5 _ ...................... 4 NEW ROYAL STREET 4' -0" NEW ROYAL STREET 4 A-4 WIDE WOOD ACCESS DOOR ELEC. METER MOUNTED ON NEW UTILITY RACK -5 y EQUIPMENT GROUNDING, POWER AND TELCO ROUTING PLAN O 1 3 5 10 SCALE 1 ANTENNA 0 1 3 5 10 SCALLGROUNDINGPLAN 1 . ALL ULIAIL`) ARE Sf IOWN IN GENERAL TERMS. AC1 UAL_ GROUNDING 2 INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING TO SITE MONOPINE - AN I ENNAS HER PLAN CONDITIONS. PER PLAN (QUANTITY /CONFIGURATION VARIES) 2. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER WIRE CABLE ENTRY /EXITUNLESSOTHERWISENOTEp, PORT, TYP. NOTES: 3. GROUND BAR LOCATED IN BASE OF EQUIPMENT WILL BE PROVIDED, FURNISHED AND INSTALLED BY THE VENDOR. AGB 1 1 THIS IS A DIAGRAMMATIC REPRESENTATION ONLY, SEE GROUNDING4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. 1/4 X4 "X12 PLAN FOR SITE — SPECIFIC GROUNDING LAYOUT AND COMPONENTS, 5. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR ANTENNA GROUND BARS PER PLAN 2. SEE GROUND NOTES FOR ADDITIONAL INFORMATION, 6" MINIMUM BELOW THE FROST LINE. I j (QUANTITY /CONFIGURATION VARIES) AGB GB 3 3 USE #2 AWG, BTCW FOR GROUND LEADS FROM BUS BARS TO6. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1 —0' mm _ 1/4 "X4'X1 'J. 1/4 "X 4 "X12" . FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. — — GROUND RING, 7. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A / % 4. USE #2 AWG, BTCW FOR BURIED GROUND LOOP AND GROUNDCOLDGALVANIZEDSPRAY. I, I / LEADS. 8. GROUND BARS: 0 d GB #4 IF RE GP5 ANTENNA THE NUMBER AND SIZE OF GROUND BARS USED MAY PER SITE1/4 "X4 "X24" CONDITIONS. 5. A. EQUIPMENT GROUND BUS BAR (EGB) LOCATED AT BOTTOM OF ANTENNA i 1 11POLE /MAST FOR MAKING GROUNDING JUMPER CONNECTIONS TO COAX # 2 AWG SOLID BTCW _ FEEDER CABLES SHALL BE FURNISHED AND INSTALLED BY I I (n p_2) E -6 SURGE COAX CABLE 3ELECTRICALCONTRACTOR. JUMPERS (FURNISHED BY OWNERS) SHALL PROTECTOR BARGROUNDBEINSTALLEDANDCONNECTEDBYELECTRICALCONTRACTOR. G I E -6 OB. MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO I I COAXEQUIPMENTCABINET(S) SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL I I SUPPORT SERVICEcNCONTRACTOR. I BATTERY FRAME FLEXENT FLEXENT BATTERY TELCO ppC PLUG DISC. CABINET SWITCH9. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY COAX CND. CABINET CABINET CABINET CABINET ELEC. ELECTRICAL CONTRACTOR, PRI. Gs SURGE KIT 4 " BTS # 1 " "BTS #2" GROWTH CABINET C 7GOBSERVEN.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL I 1/4 "X4 "X24" NSERVICEGROUNDING. GB 3 E -6 t r 11. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S 1/4 "X4 "X24" 00 000 I DOUBLE MASER GB THROW i RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED 2 MINIMUM 000000000000000 \ 3 I 1/4'X4 "x24" 000000000000000000000 ' TRANSFER swLrcH . p. 12. IF EQUIPMENT IS IN A C.L. FENCE ENCLOSURE, GROUND ONLY CORNER y G kPOSTSANDSUPPORTPOSTSOGGATE. IF CHAIN LINK LID IS USED THEN E`6 0 0 r CONC,j w. GROUND LID ALSO. _ COAXIAL CABLE i I I , ' ' PAD PER PLAN, TYP. 113. GROUNDING ® PPC CABINET SHALL BE VERTICALLY INSTALLED, FIN. GRADE I I I 14, ALL GROUNDING FOR ANTENNAS SHALL BE CONNECTED SO THAT IT WILL BY —PASS MAIN BUSS BAR. .. .. T - _ - 11 FINISH - GRADE I 15. ALL EMT RUNS SHALL BE GROUNDED AND HAVE A BUSHING. NO PVC G G ELECTRICALABOVEGROUND. I I I' I — — + — _ 0 00000 0 I I SERVICE 16. USE SEPAREATE HOLES FOR GROUNDING @ BUSS BAR. NO "DOUBLING —UP" 000000000000000 NEW EQUIP, GROUND GROUND OF LUGS. I I I I I I I I 7 7 BAR I f 17. POWER AND TELCO CABS. SHALL BE GROUNDED (BONDED) TOGETHER. L I T —G — j, < — — — — -G — _. — — — — — - G — — _ _ _ __ L _ — _ — — _ _ 1 18. NO "L AND B" ALLOWED ON GROUNDING. G — — - — — — — — — _.__ — — — _._ — — — — — — — __ — — ..._ ik v — - G 19. PROVIDE STAINLESS STEEL CLAM AND BRASS TAGS ON COAX Q ANTENNAS E TOWER # 2 AWG, BTCW FOR GROUND LEADS RODS (TYP) AND DOGHOUSE. GROUND GROUND RODS FROM BUS BARS TO GROUND RING. #2 AWG, SOLID TINNED BCW TYP. RING TEST WELL TYP. OF 2 FOR BURIED GRID. RINGS & GRID. LEADS. GROUNDING NOTES 3 TYP. SYSTEM GROUNDING SCHEMATIC -- POLE / EQUIP @ GRADE 4 Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 rrxvvr—u I IINrURMMI MV: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 Z ISSUED FOR: 100% CONSTRUCTION DRAWING EV.: =DATE: DESCpiDTIOKI.- A 07/15/09 90% b DRAWIN 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWER( PLANS PREPARED BY: v. PDC 13225 DANIELSON SI., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 --2827 CONSULTANT: IS E UOIA I DEPLOYMENT SERVICES, INC. DRAWN BY: CHK.: .-APV.: MI DPL SAS LICENSER: SHEET TITLE: EQUIPMENT AND ANTENNA GROUNDING PLAN AND DETAILS SHEET NUMBER: E -3 I SERVICE POWER SHALL BE 200A, 10, 3W. 120/208 OR 120/24OV. 2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN THE DEADFRONT OF PPC. 3. NOT USED 4. PROVIDE A MIN. 36" WORK CLEARANCE IN FRONT OF PANELS /SERVICE EQUIP. 5. ALL BREAKERS IN THE ELEC. PANEL ARE RATED 10,000 RMS SYMMETRICAL AMPS, 240V MAX. 75' C. ELECTRICAL NOTES 6. ALL WIRING SHALL BE COPPER 75' C U.N.O. 7, CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHED 40 OR 80) INDOOR: EMT (RGS IN TRAFFIC AREAS) OUTDOOR (ABOVE GRADE): RGS. 8. APPLETON EMERGENCY GENERATOR PLUG AT 36" A.F.F. CONTRACTOR TO VERIFY EXACT LOCATION WITH LANDLORD AND UTILITY COORDINATOR. 9. PLACE TRUE "TAPE" IN THE CONDUITS FROM THE "PPC" TO THE "BTS" CAB. A AMPERE ELEC ELECTRICAL MFR MANUFACTURER SAF SAFETY ACCA ANTENNA CABLE COVER EMT ELECTRICAL METALLIC TUBING MIN MINIMUM SDBC SOFT DRAWN BARE COPPER OHP ASSEMBLY ENCL ENCLOSURE MLO MAIN LUGS ONLY SEC SECONDARY AIC AMPERE INTERRUPTING EXIST EXISTING MTD MOUNTED S. N. SOLID NEUTRAL G - CAPACITY FAC FACTOR MTG MOUNTING SURF SURFACE APPROX APPROXIMATELY F/A FIRE ALARM MTS MANUAL TRANSFER SWITCH SW SWITCH AT AMPERE TRIP FLUOR FLUORESCENT N NEUTRAL TEL TELEPHONE AWG AMERICAN WIRE GAGE FT FOOT/FEET N) NEW TYP TYPICAL BATT BATTERY FU FUSE NEMA NATIONAL ELECTRICAL U/G UNDERGROUND BD BOARD G GROUND MANUFACTURERS ASSOC. U.L. UNDERWRITER'S LABORATORY BR BRANCH GEN GENERATOR OH OVERHEAD INC. BRKR BREAKER GFCI GROUND FAULT CIRCUIT P POLE U.N.O. UNLESS NOTED OTHERWISE BTCW BARE TINNED COPPER WIRE INTERRUPTER PCs PERSONAL V VOLT BTS BASE TRANSMISSION SYSTEM GND GROUNDING COMMUNICATION SYSTEM VAC VOLT ALTERNATING CURRENT C CONDUIT GPS GLOBAL POSITIONING SYSTEM PH PHASE W WATT OR WIRE CAB CABINET GR GROWTH PNLBD PANELBOARD W/ WITH CB CIRCUIT BREAKER HDBC HARD DRAWN COPPER WIRE PPC POWER PROTECTION CABINET W/O WITHOUT CKT CIRCUIT HPS HIGH PRESSURE SODIUM PRC PRIMARY RADIO CABINET XFER TRANSFER CONT CONTINUOUS LG LENGTH PRI PRIMARY XFMR TRANSFORMER DEM DEMAND LPS LOW PRESSURE SODIUM PWR POWER XLPE CROSS --LINK POLYETHYLENE E) EXISTING MAX MAXIMUM RCPT RECEPTACLE EGR EMERGENCY GEN. RECEPTACLE MECH MECHANICAL RGS RIGID GALVANIZED STEEL GENERAL ABBREVIATIONS OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER 90% C( DRAWI N LIGHTING FIXTURE, 1/175W. MEIAL HALIDE, HUBBELL CAT 07/21/09 MANUAL TRANSFER SWITCH, 2P- 24OV -200A, NO FUSE, 1 MIC -0175H -336 OHT OVERHEAD TELEPHONE LINE O 5/8" X 10' -0" ,CU. GND ROD 30" MIN. BELOW GRADE. WSW232T 5/8" X 10' -0" ,CU. GND ROD IN TEST WELL 30" MIN. OHP OVERHEAD POWER LINE BELOW GRADE. E POWER RUN e CHEMICAL GROUND ROD (XIT GROUND ROD) 1 TELCO RUN CADWELD CONNECTION T/E POWER/TELCO RUN MECHANICAL CONNECTION G - GROUNDING CONDUCTOR HALO GROUND CONNECTION GROUNDING CONDUCTOR CONDUIT UNDERGROUND u FUSE, SIZE AND TYPE AS INDICATED. OJ SAFETY SWITCH, 2P-- 24OV -60A W /60A FUSES, NEMA 3R 90% C( DRAWI N ENCLOSURE, SO D CATALOG NO. H222NRB 07/21/09 MANUAL TRANSFER SWITCH, 2P- 24OV -200A, NO FUSE, 1 NEMA 3R ENCLOSURE TOWER( LIGHTING FIXTURE, FLUORESCENT, 10.94" x 4' -0 ", 2/40W, 09/04/09 SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG WSW232T LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'-0", 2/95W, SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG TWSM232T LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG -307 OR 1/50W, HUBBELL LIGHTING CATALOG #NRG -121 EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL MOUNTING, W /BATTERY PACK, HUBBELL LIGHTING CATALOG PRB COMBINATION, EXIT SIGN & EMERGENCY LIGHTING, EXIT HUBBELL LIGHTING CATALOG #PRC Q EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG L HE6-- 50 -2 -R91 LIGHTING FIXTURE, INCANDESCENT, 1110OW, WALL Y MOUNTING TYPE, HUBBELL LIGHTING CATALOG BRH- 100 -06 -1 LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/30OW, HUBBELL LIGHTING CATALOG #QL -505 GENERAL LEGEND Z CIRCUIT BREAKER OM UTILITY METER BASE Fti. TRANSFORMER I I STEPDOWN TRANSFORMER e RECEPTACLE, 2P- 3W- 125V -15A, DUPLEX, GROUND TYPE, HUBBEL CATALOG #5362 5 TOGGLE SWITCH, 1P-125V-15A, HUBBELL CATALOG #HBL 1201 C SWP TOGGLE SWITCH, 1P-120V-15A, "WP" O IONIZATION SMOKE DETECTOR W /ALARM HORN & AUXILIARY CONTACT, 120 VAC, GENTEX PART N0, 710OF POLE N) POLE MOUNTED XFMER Q (E) POLE MOUNTED XFMR 7 (N) PAD MOUNTED XFMER E) PAD MOUNTED XFMER 1 2 3 POWER AND TELCO NOTES: 1. POWER AND TELCO POINT OF CONNECTION AND EASEMENT ARE PRELIMINARY AND SUBJECT TO CHANGE TO CONFIRMATION BY THE UTILITY COMPANIES RESPECTIVELY. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK /MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY ENGINEERING PLANS AND SPECIFICATIONS ONLY WHERE APPLICABLE PER PROJECT SCOFF OF WORK. 3. CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT, PULL WIRES, CABLE PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT, TRANSFORMER PAD, BARRIERS, POLE RISER TRENCHING, BACK FILL, AND UTILITY FEES, AND INCLUDE REQUIREMENTS IN SCOPE. 4. CONTRACTOR SHALL LABEL ALL MAIN DISCONNECT SWITCHES AS REQURED BY CODE. POWER AND TELCO DESIGN IS BASED ON UNS PLANS DATED: 04 -14 -2009. CONTRACTOR SHALL OBTAIN CURRENT UNS PLANS PRIOR TO START OF CONSTRUCTION. TELCO PLAN PER UNS. L NEW ROYAL STREET METER ADDRESS 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 OR AS ASSIGNED BY UTILITY 2 AWG GROUND TO 5/80 X 10' GROUND ROD PER N.E.C. ARTICLE 250) 1-#2, THWN, 1/2"C TYP.) MAIN SERVICE WALKING BEAM BREAKER, 2P- 24OV -200A MANUAL XFER SWITCH) 200A DISTRIBUTION PANEL MODEL CAC SERIES" (UL 891) BY NORTHERN TECHNOLOGIES OR EQUAL LOCATED AT LEASE AREA) 1 E -2 SINGLE LINE DIAGRAM ELECTRICAL EXISTING SCE 17 "x30" HANDHOLE POWER P.O.C.) PANEL "METRO PCS -PPC" d 1 RGENCY CEPTACLE, NEMA 3R, WIRE TO OUSING NNECTOR). 1 E -5 G Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 KUJ tL, I 1114 r UKMA I IUIN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: DATE:= DESCF "" ""' A 07/15/09 90% C( DRAWI N 0 07/21/09 100% C DRAWIN 1 08/24/09 TOWER( 2 09/04/09 REVISE[ LANS PREPARED BY: PDC 13225 DANIELSON SI., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: CHK.: APV.: MI PL. SAS CENSER: SHEET TITLE: SINGLE LINE DIAGRAM, NOTES AND LEGENDS SHEET NUMBER: E -4 I 1 3 5 7 9 11 13 15 17 15 21 22 1. PER MANUFACTURER'S RECOMMENDATIONS. 2, E.C. SHALL MODIFY BRANCH CIRCUIT ARRANGEMENT AS SHOWN IN THE PANEL SCHEDULE PANEL CIRCUIT AND LOAD SCHEDULE LOAD LLOAD PER PHASE (VA) a_ 1,92 a o DESCRIPTION a o A PHASE ° A BB C C ° BTS #1 1 99600 99600 - XX 1100 22 1 99600 - 99600 - XX 1100 22 BTS #2 1 77680 77680 - XX 880 22 1 77680 - 77680 XX 880 22 SPACE SPACE - SUBTOTAL CONTINUOUS - - - SUBTOTAL NON - CONTINUOUS 17280 17280 - VOLTAGE: 120 / 240 CYCLE: 60 PHASE: NEUTRAL: 200 AMPS 1 WIRES: TO MANUAL XF ER SWITCH IN CABINET 2 w w N cn v F- S 2 a G 3 3 100A 2 10,000 THWN 2 10,000 THWN RED BOA 2 10,000 THWN BLK 2 10,000 THWN RED 3 MAIN BREAKER: A.I.C.: 10,000 TRIP: MAIN LUGS: 200 AMPS MAIN COPPER BUS: 225 AMPS MAINS: TOP X BOTTOM PANEL SCHEDULE 11 I TO E C— CMU WALLS NEW ELEC. METER 3/0 SERVICE: 120 / 240 VAC 1 P 3W DESIGNATION: "RS -A" LOCATION: N/A W w V) d N F U to W a- O a IL 0 3 c°) o THWN 10,000 6 2 60 X THWN 10,000 6 2 60 X THWN 10,000 12 1 20 X - THWN 10,000 - - 20 X - THWN 10,000 12 1 20 X MANUFACTURER: TYPE AND CATALOG NUMBER NO EQUAL: MOUNTING: LOAD PER PHASE (VA) LOAD PHASE ¢ r Z DESCRIPTION A B C c 2 SURGE ARRESTOR 1 4 300 - 150 2 WORK LIGHTS 6 SPARE 8 400 - - 200 2 GFCI OUTLET 10 SPACE 12 SPACE 1 4 SPACE 1 6 SPACE 1 8 SPACE 20 SPACE 22 SPACE 24 400 - _ SUBTOTAL CONTINUOUS TOTAL KVA 0.5 SUBTOTAL CONTINUOUS x 1.25 300 - NON - CONTINUOUS NORTHERN CAC SERIES" (UL 891) APPROVED EQUAL: SURFACE FLUSH M TOTAL KVA 34.9 NON- CONTINUOUS TOTAL KVA 1 354 TOTAL AMPS 1 147.5 I II II GRNp. ,f I Li 1 11 1 FOR FUTURE USE N) TELCO (N) TELC01 I I I GRIND, GRND, i FROM POWER CONDUIT CONDUIT SOURCE 1 4" CONDUIT FROM 2" CONDUIT TO VERIZCN TELCO NEW ROYAL E -2 SOURCE STREET BTS #1 E -2 TYP, RACK MOUNTED POWER AND TELCO CABINETS NEW P1000 SUPPORT BRACKET PER PLAN, TYP. UTILITY SERVICE LIGHT 150W MAX. OUTDOOR FLOODLIGHT UNISTRUT CLAMP, TYP ELEC. PER N 2 AC PAVEMENT TO EQUIPMENT ORIENT SLEEVE TOFOUNDATION ' ACHIEVE SMOOTH BEND RADIUS FOR GROUND s WIRE 4h o d ° V e K/' e.° a d . e i 2" PVC SCHEDULE 40 C° SLEEVE 2 AWG BCW, TO BURIED GROUND RING 1 I GROUND SLEEVE DETAIL 13 4 I NOT USED 15 Royal Street Communications California, LL 2913 EL CAMINO REAL, #b61 TUSTIN, CA 92782 KUJt.0 I I INr UKMH I IUIN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: DATE:= DESCF "" ""' A 07/15/09 90% CC DRAWINI 0 07/21/09 100% C DRAWINI 1 08/24/09 TOWER( LANS PREPARED BY: PDC 1,322 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: CHK.: APV.: MI DF'L SAS CENSER: Q a ssioyq 41 ° No. E10995 ° M SHEET TITLE: PANEL SCHEDULE AND DETAILS I C-rT All1KARI<P- E -5 3 MAIN BREAKER: A.I.C.: 10,000 TRIP: MAIN LUGS: 200 AMPS MAIN COPPER BUS: 225 AMPS MAINS: TOP X BOTTOM PANEL SCHEDULE 11 I TO E C— CMU WALLS NEW ELEC. METER 3/0 SERVICE: 120 / 240 VAC 1 P 3W DESIGNATION: "RS -A" LOCATION: N/A W w V) d N F U to W a- O a IL 0 3 c°) o THWN 10,000 6 2 60 X THWN 10,000 6 2 60 X THWN 10,000 12 1 20 X - THWN 10,000 - - 20 X - THWN 10,000 12 1 20 X MANUFACTURER: TYPE AND CATALOG NUMBER NO EQUAL: MOUNTING: LOAD PER PHASE (VA) LOAD PHASE ¢ r Z DESCRIPTION A B C c 2 SURGE ARRESTOR 1 4 300 - 150 2 WORK LIGHTS 6 SPARE 8 400 - - 200 2 GFCI OUTLET 10 SPACE 12 SPACE 1 4 SPACE 1 6 SPACE 1 8 SPACE 20 SPACE 22 SPACE 24 400 - _ SUBTOTAL CONTINUOUS TOTAL KVA 0.5 SUBTOTAL CONTINUOUS x 1.25 300 - NON - CONTINUOUS NORTHERN CAC SERIES" (UL 891) APPROVED EQUAL: SURFACE FLUSH M TOTAL KVA 34.9 NON- CONTINUOUS TOTAL KVA 1 354 TOTAL AMPS 1 147.5 I II II GRNp. ,f I Li 1 11 1 FOR FUTURE USE N) TELCO (N) TELC01 I I I GRIND, GRND, i FROM POWER CONDUIT CONDUIT SOURCE 1 4" CONDUIT FROM 2" CONDUIT TO VERIZCN TELCO NEW ROYAL E -2 SOURCE STREET BTS #1 E -2 TYP, RACK MOUNTED POWER AND TELCO CABINETS NEW P1000 SUPPORT BRACKET PER PLAN, TYP. UTILITY SERVICE LIGHT 150W MAX. OUTDOOR FLOODLIGHT UNISTRUT CLAMP, TYP ELEC. PER N 2 AC PAVEMENT TO EQUIPMENT ORIENT SLEEVE TOFOUNDATION ' ACHIEVE SMOOTH BEND RADIUS FOR GROUND s WIRE 4h o d ° V e K/' e.° a d . e i 2" PVC SCHEDULE 40 C° SLEEVE 2 AWG BCW, TO BURIED GROUND RING 1 I GROUND SLEEVE DETAIL 13 4 I NOT USED 15 Royal Street Communications California, LL 2913 EL CAMINO REAL, #b61 TUSTIN, CA 92782 KUJt.0 I I INr UKMH I IUIN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: DATE:= DESCF "" ""' A 07/15/09 90% CC DRAWINI 0 07/21/09 100% C DRAWINI 1 08/24/09 TOWER( LANS PREPARED BY: PDC 1,322 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: CHK.: APV.: MI DF'L SAS CENSER: Q a ssioyq 41 ° No. E10995 ° M SHEET TITLE: PANEL SCHEDULE AND DETAILS I C-rT All1KARI<P- E -5 MANUFACTURER: TYPE AND CATALOG NUMBER NO EQUAL: MOUNTING: LOAD PER PHASE (VA) LOAD PHASE ¢ r Z DESCRIPTION A B C c 2 SURGE ARRESTOR 1 4 300 - 150 2 WORK LIGHTS 6 SPARE 8 400 - - 200 2 GFCI OUTLET 10 SPACE 12 SPACE 1 4 SPACE 1 6 SPACE 1 8 SPACE 20 SPACE 22 SPACE 24 400 - _ SUBTOTAL CONTINUOUS TOTAL KVA 0.5 SUBTOTAL CONTINUOUS x 1.25 300 - NON - CONTINUOUS NORTHERN CAC SERIES" (UL 891) APPROVED EQUAL: SURFACE FLUSH M TOTAL KVA 34.9 NON- CONTINUOUS TOTAL KVA 1 354 TOTAL AMPS 1 147.5 I II II GRNp. ,f I Li 1 11 1 FOR FUTURE USE N) TELCO (N) TELC01 I I I GRIND, GRND, i FROM POWER CONDUIT CONDUIT SOURCE 1 4" CONDUIT FROM 2" CONDUIT TO VERIZCN TELCO NEW ROYAL E -2 SOURCE STREET BTS #1 E -2 TYP, RACK MOUNTED POWER AND TELCO CABINETS NEW P1000 SUPPORT BRACKET PER PLAN, TYP. UTILITY SERVICE LIGHT 150W MAX. OUTDOOR FLOODLIGHT UNISTRUT CLAMP, TYP ELEC. PER N 2 AC PAVEMENT TO EQUIPMENT ORIENT SLEEVE TOFOUNDATION ' ACHIEVE SMOOTH BEND RADIUS FOR GROUND s WIRE 4h o d ° V e K/' e.° a d . e i 2" PVC SCHEDULE 40 C° SLEEVE 2 AWG BCW, TO BURIED GROUND RING 1 I GROUND SLEEVE DETAIL 13 4 I NOT USED 15 Royal Street Communications California, LL 2913 EL CAMINO REAL, #b61 TUSTIN, CA 92782 KUJt.0 I I INr UKMH I IUIN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: DATE:= DESCF "" ""' A 07/15/09 90% CC DRAWINI 0 07/21/09 100% C DRAWINI 1 08/24/09 TOWER( LANS PREPARED BY: PDC 1,322 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: CHK.: APV.: MI DF'L SAS CENSER: Q a ssioyq 41 ° No. E10995 ° M SHEET TITLE: PANEL SCHEDULE AND DETAILS I C-rT All1KARI<P- E -5 NORTHERN CAC SERIES" (UL 891) APPROVED EQUAL: SURFACE FLUSH M TOTAL KVA 34.9 NON- CONTINUOUS TOTAL KVA 1 354 TOTAL AMPS 1 147.5 I II II GRNp. ,f I Li 1 11 1 FOR FUTURE USE N) TELCO (N) TELC01 I I I GRIND, GRND, i FROM POWER CONDUIT CONDUIT SOURCE 1 4" CONDUIT FROM 2" CONDUIT TO VERIZCN TELCO NEW ROYAL E -2 SOURCE STREET BTS #1 E -2 TYP, RACK MOUNTED POWER AND TELCO CABINETS NEW P1000 SUPPORT BRACKET PER PLAN, TYP. UTILITY SERVICE LIGHT 150W MAX. OUTDOOR FLOODLIGHT UNISTRUT CLAMP, TYP ELEC. PER N 2 AC PAVEMENT TO EQUIPMENT ORIENT SLEEVE TOFOUNDATION ' ACHIEVE SMOOTH BEND RADIUS FOR GROUND s WIRE 4h o d ° V e K/' e.° a d . e i 2" PVC SCHEDULE 40 C° SLEEVE 2 AWG BCW, TO BURIED GROUND RING 1 I GROUND SLEEVE DETAIL 13 4 I NOT USED 15 Royal Street Communications California, LL 2913 EL CAMINO REAL, #b61 TUSTIN, CA 92782 KUJt.0 I I INr UKMH I IUIN: LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: DATE:= DESCF "" ""' A 07/15/09 90% CC DRAWINI 0 07/21/09 100% C DRAWINI 1 08/24/09 TOWER( LANS PREPARED BY: PDC 1,322 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: CHK.: APV.: MI DF'L SAS CENSER: Q a ssioyq 41 ° No. E10995 ° M SHEET TITLE: PANEL SCHEDULE AND DETAILS I C-rT All1KARI<P- E -5 LANS PREPARED BY: PDC 1,322 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 CONSULTANT: RAWN BY: CHK.: APV.: MI DF'L SAS CENSER: Q a ssioyq 41 ° No. E10995 ° M SHEET TITLE: PANEL SCHEDULE AND DETAILS I C-rT All1KARI<P- E -5 Q a ssioyq 41 ° No. E10995 ° M SHEET TITLE: PANEL SCHEDULE AND DETAILS I C-rT All1KARI<P- E -5 GRADE -- NOTE: 0 TO ANTENNAS 6 AWG STRANDED CU WIRE, WITH HOLE CLNTERS TO MATCH NEMA GREEN, 60OV, THWN INSULATION DOUBLE LUC CONFIGURATION. - WEATHERPROOFING AS REQUIRED) ® 6 0 0 TX1 RX1 KIT (TYP.) 0 00 66CA = 0 0 ® 0 0 2 COAX JUMPER I ANDREW SUREGROUND 0 0 ® 0 0 (TYP.) TYPE GROUND KIT 50 ® 60 0 (TYPICAL) 0 0 0 ® ® 0 0 0 CONNECTOR ( SEE NOTE) 3 NEW MAIN 6600 0 6600 66000 0 WEATHERPROOFING #6 AWG RING GROUND - GROUND BAR o 600 ® 0 0 ®p 0 0 0 1 SEE 2 SEE NOTEP2 2 AWG 0 6 ®0 0 _ ANTENNA GROUND O O O O /, ® 6600 0 ANTENNA CABLE TO BTS BAR, SIMILAR TO v 0 EQUIPMENT (TYP) INSULATORS. ITHOUT BONDED QO 0 0000 0 0 go DIRECTLY TO TOP OF POLE OR TOWER. GROUND ROD 0 I- UNIVERSAL TINNED COPPER BUSS BAR WITH HARDWARE: COPPER CLAD BY ANDREW CORPORATION - - -- STEEL ROD W /MIN. NOTES: 5 /8 "OX 10' -0" LONG WI UGBKIT -- 0420 --T 1/4%4"x20" (SHOWN) TWO HOLE LONG BARREL LUG. BE UGBKIT- 0412 -T 1/4 "x4 "x12" 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS USED WITH 2/0 CU STRANDED WIRE WITH UGBKIT - 0210 -T 1/4 "x2 "x10" DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. FOR INSPECTION WELL PROVIDE 9 "0 x 24" PVC GREEN, 600V THWN INSULATION TO BTS GB -HKU : MOUNTING HARDWARE KIT VALVE BOX WITH GROUND COVER. CABINET. USE STAINLESS STEEL 2. WEATHER PROOFING SHALL BE ANDREW TWO --PART TAPE KIT, HARDWARE. 2-- ANDREW #MTC9674KEY TAMPER RESISTANT BUSS BAR COLD SHRINK SHALL NOT BE USED. BOLT KIT GROUND ROD DETAIL 1 INSTALLATION OF GRND WIRE TO GRND BAR 2 GROUND BAR DETAIL 3 CONNECTION OF GRND WIRE TO GRND BAR, MONOPOLE 4 GROUND ROD INSPECTION WELL BACKFILL (SAND F IN& IL..D GNADL, AC OR NATIVE SOIL) PAVING MATCH SLOPE AND ANTENNA CABLE 12" TO 24" GRADE PER ASTM THICKNESS OF EXISTING STANDARDS CONDITIONS r , FINISH GRADE -\ WEATHERPROOFING KIT I x SEE NOTE 3) CABLE GROUND KIT 0 6 AWG STRANDED COPPER GROUND D WIRE (GROUNDED TO GROUND BAR) SEE NOTE 1 & 2) N NOTES: 1 , DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER, 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) CONNECTION OF CABLE GRND KIT TO ANT, DETAIL TYPE SS TYPE TA TYPE PG TYPE GT ji TYPE LJ TYPE HA VB TYPE PH TYPE GR TYPE GY TYPE NC 0 0 00: 144 < TYPE XA TYPE GR TYPE GL LUG TYPE PC TYPE RR EXOTHERMIC WELD CONNECTION CADWLED GY" y1 7_1406 _1 a 5/8 "X10' LONG COPPER CLAD GROUND RING GROUND ROD PER PLAN PER PLAN NOTE: INSPECTION HAND HOLE MAY BE CONCRETE OR PVC AND SHALL BE A MINIMUM OF 8" IN WIDTH /DIAMETER 5 1 GROUND ROD W/ TEST WELL 2 HOLE LUG 0 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE CLAMPS SPLICER CLAMP 75/1-2 U" DOLT PIPE CLAMP CAST "T" SPLICER 1 BOLT PARALLEL CLAMP 1 BOLT PARALLEL UNIVERSAL PIPE CLAMPS CLAMP 50H2 9 1 MECHANICAL CONNECTION V I V If \ 1 V V I J J I L L !l J SHOWN PVC CONDUIT 6 1 CONDUIT STUB -UP DETAIL NEW GPS Al' CABLE TO PIPE CONNECTOR BURNDY TYPE GAR (TYP. 2 PLACES) GROUNDING KIT 1/2"0 COAX CABLE MIN BENDING RADIUS PEF MANUFACTURER'S STANDAR[ 6 AWC GROUNDING KIT CABLE TO MGB 10 1 GPS GROUNDING N /EXISTING ST POWER CONDUI I WHERE TELEPHONE CONDUIT APPLICABLE COORDINATE WHERE APPLICABLE SIZE AND TYPE WITH COORDINATE SIZE AND LOCAL UTILITY TYPE WITH LOCAL *4" MIN TO SECONDARY ELECTRIC UTILITY X12" MIN TO PRIMARY ELECTRIC6" MIN. TYP.) k SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS JOINT SERVICE TRENCH BURIED CONDUIT ELECTRIC/TELEPHONE 7 UTILITY TRENCH 8 AWG P. 2 PLACES) UNTING 4CKET 2 AWC TO CIGBE COAX DUCT BANK 0//15/09 CONDUIT COAX QTY PVC SIZE RADIUS USE SPARE 7/8" 5 4" 24" 2 3 1 1/4" 5 5" 30" 2 3 1 5/8" 5 6" 36" 2 3 2 1/4 7 6" 48" 3 4 BY SPECIAL RF APPROVAL ONLY GROUND BAR I LEAN CONC DUCTCIGBE) BANK RED COLORED 6" (MIN) NP) PVC CONDUIT FOR2AWG 2" (MIN) ANTENNA COAX PER HORIZ. & VERI.) TABLE N01 E: PROVIDE PROPER BENDING RADIUS FOR CONDUITS AS REQUIRED BY THE COAXIAL CABLE MFR. 11 COAX CABLE TRENCH DETAIL 112 Royal Street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 L_ r I- KUJLU I waurCMHI iON: LA-3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 LCURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: =DATE: DESCF7 °' "' °" A 0//15/09 90% CC DRAWIN, 0 07/21/09 100% C DRAWIN, 1 08/24/09 TOWERC PLANS PREPARED BY: PDC 13225 DANIELSON ST., SUITE 200 POWAY, CA 92064 TEL: (858) 668- -2828 FAX: (858) 668 -2827 CONSULTANT: DRAWN BY: CHK. APV.: LICENSER: MI UPL SASMIL) I' L. SAS QROFESSIO yq w C) No. E10995 OF IEET TITLE ELECTRICAL AND GROUNDING DETAILS SHEET NUMBER: E -6 d 1 EXiDE TEGHNOLOGIL--S MATERIAL SAFETY DATA S11EET 1. PRODUCT' IDENTIFICATION MANUFACTURER CHEMICAL/TRADE NAME MARATHON V -0 and GNI3 Industrial Power (as used on label) SPRINTER V -0 A Division of Exide Technologies Valve Regulated Lead Acid Battery 3950 Sussex Avenue Aurora, 1L 60504 -7932 FOR INFORMATION CHEMICAL FAMILY/ Electrical Storage Battery Primary: MACTEC Engineering and Consulting, Inc. CLASSIFICATION Monoblock type Attention: DeLyn Thompson (770) 421 -3364 Secondary: Environmental, Safety & Health DATE ISSUED: May 4, 2005 Attention. Fred Gander (610) 9214052 FOR EMERGENCY CHEMTREC (800) 424- 9300 CHEMTREC INTERNATIONAL (703) 527 -3887 - Collect 24 -hour Emergency Response Contact Ask for Environmental Coordinator 11. HAZARDOUS INGREDIENTS /IDENTITY INFORMATION UNITS Approximate Air Exposure Limits (pg/m ) Components CAS Number by Wt. OSHA ACGIH NIOSH Inorganic components of 17.04 84.84 186.96 ACID 1.61 Lead 7439 -92 -1 71 -76 50 50 50 Antimony Oxide 7440 -36 -0 0.6 500 500 500 C 116noted Clay N/A 1.2 N/A N/A N/A Tin 7440 -31 -5 0.4 -0.6 2000 2000 2000 Copper 7440 -50 -8 0.1 1000 1000 1000 Electrolyte (sulfuric acid) 7664 -93 -9 16 -18 1000 200 1000 Case Material: 128.64 34,08 169.68 373.92 ACID Polypropylene 9003 -07 -0 6 -7 N/A N/A N/A Plate separator material: 71.28 156,96 LEAD N/A N/A Glass N/A 2 -3 N/A NIA N/A NOTE: Inorganic lead and electrolyte (water and sulfuric acid solution) are the primary components of every battery manufactured by Exide Technologies or its subsidiaries. Other ingredients may be present dependent upon battery type. Polypropylene is the principal case material of automotive and commercial batteries. III. PHYSICAL DATA Boiling Point (Electrolyte) 203° F (at 760 mnt Hg) Specific Gravity (1-120 =1) 1130 to 1.350 Melting Point Not Applicable Vapor Pressure mm Hg at 20 °C) 10 Solubility in Water 100 " /0 Evapordtion Rate Less Than I Vapor Density (AiR -1) Greater than I Butyl acetate =]) Appearance and Odor A clear liquid with a sharp, Volatiles by Weight Not Applicable penetrating, pungcut odor. A battery is a manufactured article; no apparent odor. Z99 -MSDS- MARSPRVO Rev. AE 2005 -05 Page I of's ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT VII. PRECAUTIONS FOR SAFE HANDLING AND USE (CONTINUED) Waste Disposal Methods: Sulfuric Acid: Neutralize as described above for a spill, Collect residue and place in a container labeled as containing hazardous waste. Dispose of as a hazardous waste. If uncertain about labeling procedures, call your local battery distributor or listed contact. DO NOT FLUSH LEAD CONTAMINATED ACID TO SEWER Spent batteries: Send to secondary lead smelter for recycling following applicable federal, state, and local regulations. Precautionary Labeling: POISON - CAUSES SEVERE BURNS DANGER - EXPLOSIVE GASES CORROSIVE - CONTAINS SULFURIC ACID KEEP AWAY FROM CHILDREN VIIL CONTROL MEASURES Engineering Controls and Work Practices: Store and handle in well - ventilated area. Ifinechanical ventilation is used, components must be acid - resistant. Handle batteries cautiously. Make certain vent caps are on securely. If battery case is damaged, avoid bodily contact with internal components. Wear protective clothing, eye and lace protection, when charging or handling batteries. Follow all manu facturers' recommendations when stacking or palletizing. Do not allow metallic materials to simultaneously contact both the positive and negative terminals of the batteries. Use a battery carrier to lilt a battery or place hands at opposite comers to avoid spilling acid through the vents. Avoid contact with internal components of the batteries. Hygiene Practices: Wash hands thoroughly before eating, drinking or smoking after handling batteries. Respiratory Protection: None required under normal conditions. If an overcharging or overheating condition exists and cont:e:ntrrtions of sulfuric acid mist are known or suspected to exceed PEL, use NIOSH or MSHA- approved respiratory protection. Protective Clothing: None required under normal conditions. If battery case is damaged, use rubber or plastic acid- resistant gloves with elbow - length gauntlet, acid - resistant apron, clothing, and boots. Eye Protection: Nora: required under normal conditions. If battery case is damaged, chemical goggles or face shield. Emergency Flushing: in areas where water and sulfuric acid solutions are handled in concentrations greater than 1%. emergency eyewash stations and showers should be provided, with unlimited water supply. IX. OTHER REGULATORY INFORMATION NFPA hazard Rating for sulfuric acid: Flammability (Red) = 0 Health (Blue) = 3 Reactivity (Yellow) -= 2 Sulfuric acid is water- reactive ifconcentmted. TRANSPORTATION: US DOT identification and description for this battery is: Batteries, wet, non - spillable, 8, UN 2800, PG Iii Label: Corrosive Exceptions 173.159, paragraph (d), C.F.R. 49) For air shipments, see International Air Transportation Association (IATA) Dangerous Goods Regulations Manual, special provisions A -48 and A-67. For ocean shipments, reference International Maritime Dangerous Goods Code, P. 8 12 1. This is to certify that the "Non - Spillable" batteries are capable of withstanding the Vibration and Pressure DiTferential Test, and at a temperature of 55 °C, the electrolyte will not flow from a ruptured or cracked case. The batteries have been protected against short circuits and securely packaged. The batteries and outer packaging must be plainly marked "Non - Spillable" or "Non - Spillable Battery". RCRA: Spent lead -acid batteries are not regulated tis hazardous waste when recycled. Spilled sulfuric acid is a characteristic hazardous waste; EPA hazardous waste number D002 (corrosivity). Z99 - MSDS- MARSPRVO Rev. AE 2005.05 Page 4 of5 ANY PHOTOCOPY MUST BE OF THIS ENTIRE DOCUMENT MATERIAL SAFETY DATA SHEET 1V. FIRE AND EXPLOSION HAZARD DATA Flash Point: Not Applicable Flammable Limits: LEL = 4.1 % (Hydrogen Gas in air) ; UEL - 74.2% Extinguishing media: CO;; fomn; dry chemical Special Fire Fighting Procedures- Use positive pressure, self - contained breathing apparatus. Beware of acid splatter during water applicatiun and wear acid - resistant clothing, gloves, face and eye protection. If batteries arc on charge, shut off power to the charging equipment, but, note that strings of series connected batteries may still pose risk of electric shock even when charging equipment is shut down. Unusual Fire and Explosion Hazards; In operation or when on charge, batteries generate hydrogen and oxygen gases (hydrogen is highly flammable and oxygen supports combustion). They must always be assumed to contain these gases which, if ignited by burning cigarette, naked Marne or spark, may cause battery explosion with dispersion of casing fragments and corrosive liquid electrolyte. Carefully follow manufacturer's instructions for installation and service. Keep away all sources of gas ignition, ensure that adequate ventilation is provided, and do not allow metallic articles to simultaneously contact the negative and positive terminals of battery. V. REACi'IVITY DATA Stability: Stable X Unstable Conditions to Avoid: Prolonged overcharging and overheating current; sparks and other sources of ignition. incompatibility: (materials to avoid) Electrolyte: Contact of sulfuric acid with combustibles and organic materials may cause fire and explosion. Also reacts violently with strong reducing agents, most metals, carbides, chlorates, nitrates, and picrate, sulfur trioxide gas, strong oxidizers, and water. Contact with metals may produce toxic sulfur dioxide fumes and may release flammable hydrogen gas. Lead compounds: Avoid contact with strong acids, bases, halides, halogenates, potassium nitrate, permanganate, peroxides, nascent hydrogen, potassium, carbides, sulfides, phosphorus, sulfur and reducing agents. Hazardous Decomposition Products: E1cctrol3qe: Sulfur trioxide, carbon monoxide, sulfuric acid mist, sulfur dioxide, hydrogen sulfide, hydrogen. Lead _c_o_ mLrounds: Temperatures above the melting point are likely to produce toxic metal fume, vapor, or dust; contact with strong acid or base or presence of nascent hydrogen may generate highly toxic arsine gas. i lazardous Polvnierization: May Occur ` Will Not Occur X Vi. HEALTH HAZARD DATA Routes of Entry: Electrolyte: Harmful by all routes of cnuy. Under normal conditions of use, sulfuric acid vapors and mist are not generated. Sulliaric acid vapors and mist may be generated when product is overheated, oxidized, or otherwise processed or damaged. Lead compounds: Under normal conditions lead dust, vapors, and fumes. are not generated. Hazardous exposure can occur only when product is heated above the melting point, oxidized or otherwise processed or damaged to create dust, vapor, or fume. Inhalation: Ile Breathing of sulfuric acid vapors or mists may cause severe respiratory irritation. Lead compounds: Inhalation of lead dust or fumes may cause irritation of upper respiratory tract and lungs. Ingestion: Electrolyte: May cause severe irritation of mouth, throat, esophagus, and stomach. Lead compounds; Acute ingestion may cause abdominal pain, nausea, vomiting, diarrhea, and severe cramping. This may lead rapidly to systemic toxicity. Acute ingestion should be treated by physician. Skin Contact/Skin Absorption i;lectMl),te: Severe irritation, burns, and ulceration. Sulfuric acid is not readily absorbed through the skin. Lead compounds: Not readily absorbed through the skin. Eye Contact: Electrolyte: Severe irritation, bums, cornea damage, blindness. Lead compounds: May cause eye irritation. Z99- MSDS- MAK5PKVU Kcv. At- 2005 -U3 Page 2 o1'5 ANY PHOTOCOPY MUST BE OF THIS ENT'IR.L DOCUMENT IX. OTHER REGULATORY INFORMATION (CONTINUED) CERCLA (Superfund) and EPCRA: a) Reportable Quantity (RQ) for spilled 100% sulfuric acid under CERCLA (Superfund) and EPCRA (Emergency Planning and Community Right to Know Act) is 1,000 lbs. State and local reportable quantities for spilled sulfuric acid may vary. b) Sulfuric acid is a listed "Extremely hazardous Substance" under EPCRA, with a Threshold Planning Quantity (TPQ) of 1,000 lbs. c) EPCRA Section 302 notification is required it' 1,000 Ibs or more of sulfuric acid is present atone site. An average autornolive /commercial batter)' contains approximately 5 tbs of sulfuric acid. Contact your Exide represenlative for additional information. d) EPCRA Section 312 Tier Two reporting is required for non - automotive batteries if sulfuric acid is present in quantities of 500 Ibs or more and/or if lead is present in quantities of 1.0,000 tbs or more. c) Supplier Notification: This product contains a toxic chemical or chemicals subject to the reporting requirements of section 313 of (Title) III of die Superfund Amendments and Reauthorization Act of 1986 and 40 CFR Part 372. Chemical CM Percent by Weight Lend (Ph) 7439 -92 -1 71 -76 Electrolyte: Sulfuric Acid 7664 -93 -9 16 -18 If you distribute this product to other manufacturers in SIC Codes 20 through 39, this information must be provided with the first shipment of each calendar year. Note: The Section 313 supplier notification requirement does not apply to batteries that are "consumer products". CAA: Exide Technologies supports preventative actions concerning ozone depletion in the atmosphere due to emissions of CFC's and other ozone depleting chemicals (ODC's), defined by the USEPA as Class I substances. Pursuant to Section 611 of the Clean Air Act Amendments (CAAA) of 1990, finalized on January 19, 1993, Exide established a policy to eliminate the use of Class I ODC's prior to the May I5, 1993 deadline. TSCA: Each ingredient chemical listed in Sccliora 11 of this MSDS is also listed on the TSCA Registry. CANADIAN REGULATIONS: All chemical substances in this product are listed on the CEPA DSI-fNDSL or are exempt from list requirements. CALIFORNIA PROPOSITION 65: WARNING: This product contains lead, a chemical known to the Slate of California to cause cancer, or birth defects or other reproductive harm." PREPARED BY: GNB INDUSTRIAL POWER A DIVISION OF EXIDE TECHNOLOGiES 3950 SUSSEX AVENUE AURORA, IL 60504 -7932 800) 872 -0471 VENDEE AND 11 0R PERSONS ASSUME THE RISK OF INJURY PROXIMATELY CAUSED BY T'HF. MAT'ER1AL IF REASONABLE SAFETY PROCEDURES ARE NOT FOLLOWED AS PROVIDED FOR iN 1141: DATA SHEET, AND VENDOR SHALL NOT BE LIABLE FOR INJURY TO VENDEE OR TI iIRD PERSONS PROXIMATELY CAUSED BY ABNORMAL USE OF THE MATERIAL EVEN IF REASONABLE PROCEDURES ARE FOLLOWED. ALL PERSONS USING THIS PRODUCT, ALL PERSONS WORKING IN AN AREA WHERE TIIIS PRODUCT IS USED, AND ALL PERSONS HANDLING THIS PRODUCT SHOULD BE FAMILIAR WITIi THL CONTENTS OF THIS DATA SHEET. 'PHIS INFORMATION SHOULD BE EFFECTIVELY COMMUNICATED TO EMPLOYLLS AND OTHERS WI.10 MIGHT COME. IN CONTACT WITH THE PRODUCT. WHILE THE INFORMATION ACCI)MULA1tiD AND SET FORT'll HEREIN iS BELIEVED TO BE ACCURATE AS OF THE DATE HEREOF, EXIDE TECHNOLOGILS MAKES NO WARRANTY WiTH RESPECT'1 HERETO AND DISCLAIMS ALL LIABILITY FROM RELIANCE TT IEREON. RECIPIENTS ARE ADVISED TO CONFIRM IN ADVANCE OF NEED THAT THE INFORMATION IS CURRENT APPLICABLE, AND SUITABLE FOR THEIR PARTICULAR CIRCUMSTANCES. Z99- MSDS - MARSPRVO Rev. AE 2005 -05 Page 5 01`5 ANY PHOTOCOPY MUST BE OF THiS ENTIRE DOCUMENT Vl. HEALTFi HAZARD DA'T'A (CON "i'INUED) Effects of Overexposure - Acute: F.Ieclrolytc: Severe skin irritation, bums, damage te cornea may cause blindness, upper respiratory irritation. Lead compounds: Headache, fatigue, abdominal pain, loss of appetite, nausea, vomiting, diarrhea, muscular aches and weakness, sleep disturbances, and irritability. Effects of Overexposure - Chronic: Elect rol c: Possible erosion of tooth enamel; inflammation of nose, throat, and bronchial tubes, and scarring of the cornea. Lead compounds: Anemia; ncuropalhy, particularly of the motor nerves, with wrist drop; kidney damage; reproductive changes in both males and females. Carcinogenicity: Electrolyte: The National Toxicology Program (NTP) and the International Agency for Research on Cancer (IARC:) have classified "strong inorganic acid mist containing sulfuric acid" as a substance that is carcinogenic to humans. This classiftcvalion dues not apply to sulfuric acid solutions in static liquid stale or to electrolyte in batteries. Batteries subjected to abusive charging at excessively high currents for prolonged periods oftimc without vent caps in place may create a surrounding atmosphere of the offensive strong inorganic acid mist containing sulfuric acid. Lead corn o n : Listed as a 2B carcinogen, likely in animals at extreme doses. Proof of carcinogenicity in humans is lacking at present. Medical Conditions Generally Aggravated by Exposure: Overexposure to sulfuric acid mist may cause lung damage and aggravate pulmonary conditions. Contact of electrolyte (water and sulfuric acid solution) with skin may aggravate skin diseases such as eczema and contact dermatitis. Contact of clectrulyte water and sulfuric acid solution) with eyes may damage cornea and/or cause blindness. Lead and its compounds can aggravate somc forms of kidney, liver, and neurologic diseases. Emergency and First Aid Procedures: Inhalation: Electrolvtc: Remove to fresh air immediately. if breathing is difficult, give oxygen, Lead compounds: Remove from exposure, gargle, wash nose, eyes, and lips; consult physician. ingestion: Electrolyte: Give large quantities of water; do not induce vomiting; consult physician. Lead compounds: Consult physician immediately. Skin: Electrolvte: Flush with large amounts of water for at least 15 minutes;. remove contaminated clothing completely, including shoes and do not wear clothes again until cleaned. If acid is splashed on shoes, remove and discard it they contain leather. Lcod compounds: Wash immediately with soap and water. Lead compounds are not readily absorbed through the slain. Eyes: IilectrolLle and Lead c:omnoupds: Flush immediately with large amounts of water for at leas( IS minutes; consult physician Vill. PRECAUTIONS FOR SAFE HANDLING AND USE Handling and Storage: Store batteries under roof in cool, dry, well - ventilated areas that are separated from incompatible materials and from activities which may create flames, sparks, or heat. Keep away from metallic objects that could bridge the terminals on a battery and create a dangerous short- circuit. Single batteries pose no risk of electric shock but there may be increasing risk of electric shock from strings of connected batteries exceeding three 12 -volt units. Charging: There is a possible risk of electric shock from charging equipment and from strings of series connected batteries, whether or not being charged. Shut -off power to chargers whenever not in use and before detachment of any circuit connections. Batteries being charged will generate and release flammable hydrogen gas. Charging space should be ventilated. Keep battery vent caps in position. Prohibit smoking and avoid creation of flames and sparks nearby. Wear face and eye protection when near batteries being charged. Spill or Leak Procedures: Remove combustible materials and all sources of ignition. Step flow of material and contain spill by diking with soda ash, etc. Carefully neutralize spill with soda ash, etc. Make certain mixture is neutral then collect residue and place in a drum or other suitable container with a label specifying "contains hazardous waste" (or if uncertain call distributor regarding proper labeling procedures). Dispose of as hazardous waste. If battery is leaking, place battery in a heavy duty plastic bag. Wear acid resistant boots, face shield, chemical splash goggles and acid resistant gloves. DO NOT RELEASE UNNEUT1 AL1ZED ACID. Z99- MSDS- MARSPRVO Rev. AE 2005 -05 Page 3 of5 ANY PHOTOCOPY MAST BE OF THIS ENTIRE DOCUMLNT 1 LEAD AND ACID DATA PER CFC ARTICLE 64 COMPLIANCE MANUFACTURER: GNB INDUSTRIAL POWER MODEL NO.: MV12V105FT TYPE: STATIONARY LEAD -ACID BATTERY (12V, 105AH) INII IAL. INSTALLATION 1 PER UNiT NUM. OF TOTAL TYPE VOLUME WEIGHT BATTERY VOLUME WEIGHT LITER GALLON KG LBS UNITS LITER GALLON KG LBS ELECTROLYTE 5.36 1.42 7.07 15.58 12 64.32 17.04 84.84 186.96 ACID 1.61 0.43 J 2.97 6.54 12 1 19.32 5.16 35.64 78.48 LEAD NIA 11 24.50 54.00 12 NIA N/A 294.00 648.00 ULTIMATE INSTALLATION PER UNIT NUM. OF TOTAL TYPE VOLUME WEIGHT BATTERY VOLUME WEIGHT LITER GALLON KG LSS UNITS LITER GALLON KG LBS ELECTROLYTE 5.36 1.42 7.07 15.58 24 128.64 34,08 169.68 373.92 ACID 1 1.61 0.43 2.97 6.54 24 1 38.64 10.32 71.28 156,96 LEAD N/A N/A 1 24.50 54.00 1 24 1 N/A N/A N/A 1296.00 BATTERY TABLE Royal street Communications California, LLC 2913 EL CAMINO REAL, #561 TUSTIN, CA 92782 rnU J tU I I N r UKMA I IUIN : LA -3414A SPRINT COLO - CA6748 MACHADO STORAGE 16401 LAKESHORE DR. LAKE ELSINORE, CA 92530 CURRENT ISSUE DATE: 09/04/09 ISSUED FOR: 100% CONSTRUCTION DRAWING REV.: DATE: DESCF'""'""' A 07/15/09 90% CC DRAWIN, 0 07/21/09 100% C DRAWIN, 1 08/24/09 TOWERC PLANS PREPARED BY: PDC 13225 DANIL..L.SON 51., SUITE 200 POWAY, CA 92064 TEL: (858) 668 -2828 FAX: (858) 668 -2827 ONSULTANT: t E UOIA PLOYMENT SFRVIC:ES, INC. RAW N BY: MI CENSER: CHK.- APV.. t DPLUF'L SASSAS SHEET TITLE MATERIAL SAFETY DATA SHEET AND BATTERY TABLE HEET NUMBER E -7 SITE NUMBER: LA3414A SITE NAME: Sprint Colo — CA6748, Machado Storage j STRUCTU,P" L CALCULATIONS FOR EQUIPMENT CONCRETE Al EQUIPMENT ANCHORAGE AND NEW CMU COLUMN r APPR(*ED FOR PERNIITN S UANCE SCOTT FAZEKAS & h %:4OClAl'ES, ligC. RY been E_ PREPARED FOR: These plans hvie.NP {4 for a i _ ,nfor ..,rF ce Eo t e applicable codes an,Royal,-StreefC -O _,. r;unications LLC hereby granted to issue a ; approval by all applicable: Cliy agr29L1 3 EI Capm' IN5 Real, #561 The issuance or granting o- a permitSbased CA on92782 approval of these pia,n s shall not be construed to permit or approve any vic iati(,r) of the applicablecodesorordinance. NO pre:;urned to give authority to violate or cancei the provisir --" of Such codes shall be valid. PREPARED BY: PDC Corporation 13225 Danielson St., Suite 200 Poway, CA 92064 Phone: (858) 668 -2828 Fax: (858) 668 -2827 09/03/09 PVC Job Name: MetroPCS LA3414A 13225 Danielson Street Prepared by: JZ Poway, CA 92064 -6843 Checked by: SS Phone: (858)668 -2828 Date:09 /03/2009 Fax: (858)668 -2827 Structural Design Calculation for Metro PCS Site LA -3414A SITE NAME: Sprint Colo - CA6748, Machado Storage Design Code: 2007 California Building Code Equipment Anchoring Footprint 14.63" 2e.7 -7 " 14 -50" '1"' ,. DR 1 4S R ti {; L E F1 as 4.33" 4.33.. FI r 6.00.. s.4,5 i Design of Cabinet Anchorage kj` 0 Modcell 4.0 Cabinet Dimensions. _ 4 72" (•H) x 35.4" (W) x 40 '(D) EZBFo Battery Cabinet Dimension: 60' (H) x X31 (W) x 30' (D) Modcell 4.0 cabinet requires 4 anchor bolts, the govegning a chor spacing = 24.6 in. EZBFo Battery Cabinet requires 8 anchor bolts in Seismic Zoom" are.a,.which could become 4 groups, 2 bolts in each group. ,° 4" Governing anchor group spacing for Battery Cabinet = 14.92 + 2.16 = 17.08 in Since 2.16" battery cabinet bolt spacing is too close for concrete anchorage, use shortened Unistrut P3259 concrete inserts to connect the battery cabinet to equipment pad. 1 of 9 Pipe 13225 Danielson Street Poway, CA 92064 -6843 Phone: (858)668 -2828 Fax: (858)668 -2827 Seismic Lateral and Vertical Load: SS = S, _ Site Class = D Site Coefficient Fa = Site Coefficient F„ _ SMs = FaSS = SM, = F„S, _ SDS = 2/3 *SMs = SD, = 2 /3 *SM, _ 1.824 g 0.663 g Soil Profile Name - Stiff Soil Profile) 1.00 1.50 1.824 g 0.9945 g 1.22 g 0.66 g For design of equipment anchorage, Importance Factor, IP 1.0 Component Amplification Factor, aP 1.0 Component Response modification Factor, Rp 2.5 Roof Height, h Component Attachment Height, z 0.0 x h Total Lateral Force: Job Name: MetroPCS LA3414A Prepared by: JZ Checked by: SS Date:09 /03/2009 Assumed FP _ 0.4a' Ds Ip (1 +2h) IT = 0.19.WP p 1 But Fp = 0.3SDSIPWP = 0.36 WP" - 4 E =0.2S W - E, DS P - 0.24 WP For allowable design using basic load combinations, F'P °q.7FP = 0.26 WPf For allowable design using basic load combinations, E'„ = 0.7E ._,, 0.17 WP w Seismic forces on cabinets and anchor bolts: WP F'P E'v C.G. Modcell4.0 1500 383 255 41" Battery 3400 868 579 35" 2 of 9 OTM PDT (bolt) PSE (bolt) 15705 375 319 30388 850 890 PAPC Job Name: MetroPCS LA3414A 13225 Danielson Street Prepared by: JZ Poway, CA 92064 -6843 Checked by: SS Phone: (858)668 -2828 Date:09 /03/2009 Fax: (858)668 -2827 Conservatively assume cabinets have 5" high mounting base, C.G. = H/2 + 5 Tension in Bolt ( uplift force) = 1.3(PSE + E'„ /4) - 0.6 *PDT = 835 lb Shear in Bolt =1.3" F'd4 = 282 lb Use 1/2" stainless steel Hilti Kwik Bolt TZ with 2" embedment depth to anchor Modcell 4.0 cabinets. Per ESR -1917, the allowable seismic loads of such bolts in f = 2500 psi normal- weight cracked concrete are: Allowable Tension Load = Allowable shear Load = 1212 lb > 835 lb 3049 lb > 282 lb Per Unistrut General Engineering Catalog the total allowable load of P3259 concrete insert is 8000 lb. The selected cabinet anchorages are adequate. 3 of 9 PAPC 13225 Danielson Street Poway, CA 92064-6843 Phone: (858)668-2828 Fax: (858)668-2827 S Job Name: MetroPCS LA3414A Prepared by: JZ Checked by: SS Date:09/03/2009 UP3200 Series " hen 0'q lot autmw" We" x 1%" Channel P3249 thm P352 bo 10 spmk - Nu closlm, zjt't• Minn E"i Cap, WD&I14i'l ...IMT IMVIV.1 5zlm &ErIj caps c. N' Owwl. slii" WO E;rj Ups & Bark PWO" NO, suffix-Tisrh cpxt.a srq'. E"d Caps & Wt., pezFi P3253 lhtu P3270 3' TIT, SUN— No 141*111". Sl6v"r?+m] gaps & 811111 I'viela Vg'SUIIs E,,.,l Cark. f. JU.:), Ftaigt d " -ha Gosura tlJ,(toE -rlfwi M-k PIA'. hall p, i,i5m7l; to terms v'flry 16* MalMol COP lonod iwn 12 Ou, 12.1 M) rtW cowporlinq % ASTM Al Ou SS GR 930' A,,,l M M53 P 33, A, SMnkss al5d m, NI Q,d-r ' Fullut: Qlowe M fl.voippm: qpt,atrad mi-;j COW) rilg 10 A3TV A I G" or Al '3' CrGj vofl7P"'orl3 to ARTM Mf'3'GM' m WA (m 1, 2m N pi W mw-P al hall p, i,i5m7l; to terms v'flry 16* MalMol COP lonod iwn 12 Ou, 12.1 M) rtW cowporlinq % ASTM Al Ou SS GR 930' A,,,l M M53 P 33, A, SMnkss al5d m, NI Q,d-r ' Fullut: Qlowe M fl.voippm: qpt,atrad mi-;j COW) rilg 10 A3TV A I G" or Al '3' CrGj vofl7P"'orl3 to ARTM Mf'3'GM' m WA (m 1, 4 of 9 2mYj bar W mw-P al 3, Yy 7CP' Sn 6 9v 105 ffm NO I OiS ... Aj 4 9 11 PJT- 0 M i,afk7 5:3.5 156 1,2D) Irt ilz T7 2 2A4 I--- 2,D78 I 2-v 2.006 X 2• 347 2.01,01 NZ56 4,W UEO L4531t, lnL P37 i4 aE Ct LAO 1' VIM the T, la-• 4, 729 1MO li z099 Lbff!. FIP, M 51 I'903 2 OOD I? LOU u1sift P.L$ 11 L113 21il 32 Lwol Kle 17 iY'. I PUM2 7 1.390 2'pDj I? Mrxl LL; III, PMV a, 1'5cm 21,01) 12 MO Ltmeft, 1,741 2960 12 ths"fl, FQ 7 P32=6 10 1,q47 2,OP 12 u)r ChCh "TI 104,+1. p U 132EF. 12 MU 14 ZOM 12 Zan] L es#t VIG 2'M ZraI twil. Nag 181 1"10 ZKO 12 2.00-1 2W-13 LDOO Lmrt- IM uo.o G.--_' 4 of 9 P!i 13225 Danielson Street Poway, CA 92064 -6843 Phone: (858)668 -2828 Fax: (858)668 -2827 Design of Equipment Supporting Concrete Pad M a s rp r y Q; r5 Dimensions and Weight of the Concrete Pad Width, B = 3.50 ft Length, L = 13.83 ft Depth, D = 10.00 in Weight of concrete pad, W2 = 150 "L *B`(D /12) _ 5 of 9 G 0 Job Name: MetroPCS LA3414A Prepared by: JZ Checked by: SS Date:09 /03/2009 gg a III1 « < R 0111&AI 4_UOl'J35 A}jdOtiLl 7E Pipe 13225 Danielson Street Poway, CA 92064 -6843 Phone: (858)668 -2828 Fax: (858)668 -2827 Check Soil Bearing Pressure And Pad Reinforcement 3 @ 12 Each Way, T &B IW1 +W H/2 5 S 2" CLR. D 3" CLR. 7" Thick 6° B NE CompactecIE Job Name: MetroPCS LA3414A Prepared by: JZ Checked by: SS Date:09 /03/2009 Finished grade The total cabinet weight, W 1 = 9800 The total weight of cabinet and concrete pad, W = W1 + W2 = 15852 lb The average soil bearing pressure under the concrete pad = 327 psf < 1500 psf Note: 1500 psf is minimum allowable soil bearing provided by Table 1804.2 of CBC 2007. Total overturning moment applied on cabinets, M = 7682 ft -Ibs Total shear applied on cabinets, V = 2503 Ibs The total moment applied at bottom of concrete pad, M'= M + V *D = 9768 lb-ft The eccentricity of applied loads, e = M'/W = 0.62 ft > B/6 = 0.58 ft The maximum soil pressure, gmax = 2W/[3 *(B/2 - e) *L] = 674 psf < 1500 psf The total width of footing in compression, 131 = 3(13/2 - e) = 3.40 ft 6 of 9 P-09 13225 Danielson Street Poway, CA 92064 -6843 Phone: (858)668 -2828 Fax: (858)668 -2827 Check Safety Factor of Overturning: The overturning moment, Mo = 7682 lb-ft The resisting moment, Mr = W *B /2 = 27741 lb-ft The safety factor of overturning, SF = MWMO = 3.61 > 1.5 Job Name: MetroPCS LA3414A Prepared by: JZ Checked by: SS Date:09 /03 /2009 Conservatively calculate factored maximum moment in concrete pad as following, M(pad) = 1.4 *(gmax - 150 *D /12) *[(B - 17.08/12)/2)]2/2 = 414 lb-ft/ft = 0.41 kip - ft/ft " where 150 pcf is the unit weight of concrete pad. The required minimum reinforcement, A,,min = 0.0018 *12 *D = 0.22 in` /ft Use #3 @ 12 each way, T & B, the provided steel, 2 *As = 0.22 in` /ft The moment capacity of reinforced concrete pad can be calculated as following. a = AS *fy/(0.85 *f'c*12) = 0.26 in Wn = 0.9 *As *fy *(d - a/2)/12 = 3.31 k -ft/ft >> 4 /3 *M(pad) = 0.55 k -ft/ft where, fe = 2500 psi d= D- 3 -db/2= 6.81 in fy = 60000 psi The section modular of 1' pad strip, S = 12 *D2/6 = 200 in'/ft The moment strength of plain concrete pad = Wn = 0.65 *5 *(fc)0.5 *S = 2.71 k -ft/ft > 0.41 k -ft/ft The selected concrete pad dimensions and reinforcing steel are adequate. 7 of 9 RAW 13225 Danielson Street Poway, CA 92064 -6843 Phone: (858)668 -2828 Fax: (858)668 -2827 Check the Overturning of New CMU Column 6 iM15N ' "-- o C GRADE e t 1 n Si s0. l3 0 24" 0.11 p" 4, (TYF.) I b' -+ I5" 'iW/SONRY G GROUT JMASGNI T WIC" 5 iG GROUT PLACE E MiL YEO £''U£EN SMv COhZROE; UNDER 7 CRAWL A) 9 p L 3 - #4 9A(i; EACH WAY O GOT OF+ Job Name: MetroPCS LA3414A Prepared by: JZ Checked by: SS Date:09 /03/2009 15 :i'R. Id) i4E FINISI+ F 771' CT 1°_ NEW CONC ETE POST - ' 12" 16rIC PMASTLR WGdI: A «L CONCRETE MUST HAVE A \\KVW CO">'dRESSNE STRE.YG'Tt, CF =U PSI F 23 OA S. By inspection the selected reinforcement is very conservative for such short column. Assume normal weight CMU, the weight of fully grouted column W 1 = 168 *16/12 *6.5 = 1456 lb The weight of column footing = 150 *3 *3 *1 = 1350 lb The total weight of CMU column and concrete footing, W = W1 + W2 = 2806 lb The average soil bearing pressure under the concrete footing = 312 psf < 1500 psf Note: 1500 psf is minimum allowable soil bearing provided by Table 1804.2 of CBC 2007. Total seismic lateral load applied on CMU column, V = 0.26 *W1 = 372 Ibs The total overturning moment applied at bottom of concrete footing, M = V *4.25 - 1580 lb-ft The eccentricity of applied loads, e = M'/W = 0.56 ft > B/6 = 0.50 ft The maximum soil pressure, gmax = 2W/[3 *(B/2 - e) *L] = 666 psf < 1500 psf 8 of 9 IpOQ 13225 Danielson Street Poway, CA 92064 -6843 Phone: (858)668 -2828 Fax: (858)668 -2827 Job Name: MetroPCS LA3414A Prepared by: JZ Checked by: SS Date:09 /03/2009 The total width of footing in compression, B1 = 3(B/2 - e) = 2.81 ft Check Safety Factor of Overturning: The overturning moment, M,: 1580 lb-ft The resisting moment, Mr = W *B/2 = 4209 lb-ft The safety factor of overturning, SF = MWMO = 2.66 > 1.5 9of9 to theThIeseplarlsR ,-'e iJE3 r C?plicabe Go ti w t , C:E a hereby C',i3iilC` t%) 1i11, "J r'CRInQ approval ` "' a`i 113" Modification Package The is- 3uanc:e or g, i?! r. p< r,lY br.se-o on approval of these consiruF A to p @Cm °,{ OI' ap! Crl f of i1tt: caf!rl .able codes or crdiri.ncc I'r,l:'d to give authority to v;ci;',a u ,° t' E r ;:ro r i PreparedE for: codes shall be valid. TowerCo LLC 5000 Valleystone Drive Cary, NC 27519 ATTN: Mr. Stephen Rambeau Structure Proposed Carrier Site ID Site Location County Date Shaft Usage Baseplate Usage 75 ft EEI Pine Tree Monopole Royal Street Communications CA2502 Lake Elsinore, CA Riverside September 2, 2009 77.9% 77.9% Semaan Engineering Solutions, LLC 1079 N. 2051h Street Elkhorn, NE 68022 Phone: 402 - 289 -1888 r j.t i 6 l., t F R F kI,*Iit. M4, NSE to theThIeseplarlsR ,-'e iJE3 r C?plicabe Go ti w t , C:E a hereby C',i3iilC` t%) 1i11, "J r'CRInQ approval ` "' a`i 113" Modification Package The is- 3uanc:e or g, i?! r. p< r,lY br.se-o on approval of these consiruF A to p @Cm °,{ OI' ap! Crl f of i1tt: caf!rl .able codes or crdiri.ncc I'r,l:'d to give authority to v;ci;',a u ,° t' E r ;:ro r i PreparedE for: codes shall be valid. TowerCo LLC 5000 Valleystone Drive Cary, NC 27519 ATTN: Mr. Stephen Rambeau Structure Proposed Carrier Site ID Site Location County Date Shaft Usage Baseplate Usage 75 ft EEI Pine Tree Monopole Royal Street Communications CA2502 Lake Elsinore, CA Riverside September 2, 2009 77.9% 77.9% Semaan Engineering Solutions, LLC 1079 N. 2051h Street Elkhorn, NE 68022 Phone: 402 - 289 -1888 r j.t i 6 l., September 2, 2009 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 75 ft EEI Monopole located at Lake Elsinore, CA, Riverside County (site #CA2502). The tower was originally designed and manufactured by EEI (Job No 00 -1249 dated August 7, 2000). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non - corroded condition. The analysis was performed in conformance with ANSI/TIA -222 Rev G and the California Building Code 2007 for a basic wind speed of 85 mph no ice (3- second gust), Structure Classification 11, Exposure C. This is in conformance with the CBC 2007: Section 1609.1.1, Exception (4) and Section 3108.4. Basic Wind Speed: 85.0 mph Radial Ice: No Ice Code: ANSI/TIA -222 Rev G Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. (11) Qty Antennas Mount Coax (in) Carrier 73.0 12 DB844H90E -XY 3 T -Arms 12)7/8 Nextel 63.0 12 PCS S 065 -13 -2 3) T -Arms 12) 7/8 Sprint Proposed Antennas Elev. (ft) Qty Antennas Mount Coax (in) Carrier 57.0 1 HP2 Dish Dish Mount 1 3/8 Royal Street Communications53.0 6 UMWD - 03319 -XDM 3 T -Arms 12)7/8 All transmission lines are assumed running inside of pole shaft. All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. September 2, 2009 Page 2 Results The existing monopole shaft and anchor bolts are structurally capable of supporting the existing and proposed antennas. However, the base plate is overstressed. Baseplate stiffeners will be required. Refer to the attached drawings for additional information. The maximum shaft usage is: 77.9 %. The maximum anchor bolt usage is: 117% (without stiffeners) and 64.2% (with stiffeners). Pole Reactions Original Design Current Analysis Of Design Reactions Reactions Moment(ft -kips) 1,182.20 1,153.02 72.2* Shear (kips) 20.13 19.57 72.0* The percentage is factored by 1.35 per TIA -EIA Rev G The analysis reactions are less than the design reactions therefore no foundation modifications are required. Conclusion Based on the analysis results, the existing structure (with the stiffeners installed) meets the requirements per the ANSUTIA -222 Rev G standards for a basic wind speed of 85 mph no ice. If you have any questions or require additional information, please call 402 - 289 -1888. Attachment Drawing S -01, Revision 1, dated 09/02/2009. Standard Conditions All engineering services are performed on the basis that the info rmation used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of Semaan Engineering Solutions, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to Semaan Engineering Solutions and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un- corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Semaan Engineering Solutions is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 8) EXISTING 2 1/4" DIA. ANCHOR BOLTS ON A 44.00" DIA. BOLT CIRCLE v EXISTING 1 x 50.00" GENERAL: DIA. BASEPLATATE THE MODIFICATIONS OUTLINED IN THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE EIA/TIA REV. G CODE. PORT @ 9' -0" THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO FABRICATION. THE TYP. 2 PLCS.) 25.00" DIA. L A OPENING I k THIS 5' -6" DIA. PIER EXISTING 75 FT. EEI 8) NEW GUSSET 18 -SIDED PINE TREE PLATES MONOPOLE (Df = 35.75 ") PORT @ 3' -0" BASEPLATE DETAIL NOT TO SCALE NOTES AND SPECIFICATIONS GENERAL: EXISTING E 51/16" 1. THE MODIFICATIONS OUTLINED IN THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE EIA/TIA REV. G CODE. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO FABRICATION. THE 11/4" PORT CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE PROPER FIT AND CLEARANCE IN THE FIELD. CONTACT SEMAAN ENGINEERING IF 114' I REQ'D ANY DISCREPANCIES EXIST. 3. REFERENCE THE SEMAAN ENGINEERING SOLUTIONS ANALYSIS FOR THIS SITE DATED 9/02/2009 R THE PROPOSED AND EXISTING LOADS CONSIDERED. THIS DRAWING IS NOT VALID IF LOADS OTHER THAN THOSE CONSIDERED IN THE ANALYSIS ARE ADDED TO OR 3" CHAMFER REMOVED FROM THE STRUCTURE UNLESS APPROVED IN WRITING BY SES, INC. 4. THE PROPOSED LOADS SHALL NOT BE ADDED TO THE STRUCTURE UNTIL ALL MODIFICATIONS ARE MADE AND APPROVED BY THE WELDING INSPECTOR. 5. THIS DRAWING DOES NOT INDICATE THE METHOD OF CONSTRUCTION THE CONTRACTOR SHALL SUPERVISE AND DETECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES. J 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ON -SITE SAFETY ASSOCIATED WITH THE WORK TO BE PERFORMED. ALL SAFETY REQUIREMENTS AS DICTATED BY OSHA AND THE LOCAL JURISDICTION'S SHALL BE FOLLOWED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ITS OWN PERSONNEL AS WELL AS THE PUBLIC AFFECTED BY THE i WORK IN THE VICINITY OF THE JOB SITE. 1/4" 8. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION OF THE PROPERTY IN THE VICINITY OF THE JOB SITE. THE 14' CONTRACTOR SHALL USE THE PRECAUTIONARY MEANS NECESSARY FOR ADEQUATE PROTECTION. 151" 3/4" CHAMFER IE 3/4" (A572 -50) EXISTING 2 1/4" DIA. ANCHOR BOLT EXISTING IE 1 1/2" STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. ALL PLATE STEEL SHALL CONFORM TO A572 -50 UNLESS NOTED OTHERWISE. SHOP DRAWINGS SHALL BE SUBMITTED TO SES FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE ALL FABRICATED STEEL ASSEMBLIES INCLUDING MONOPOLE/TOWER EXTENSIONS ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AND AS FOLLOWS, UNLESS OTHERWISE NOTED. A. GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION AND WELDING TO THE GREATEST EXTENT POSSIBLE B. ALL DINGS, SCRAPES, MARS AND WELDS IN THE GALVANIZED AREA SHALL BE COATED WITH A ZINC -RICH PAINT, APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. IF THE STRUCTURE WAS ORIGINALLY PAINTED, AFTER ZINC-RICH PAINT IS DRY, OVERCOAT WITH AN APPROPRIATE PAINT WITH THE SAME COLOR AS THE EXISTING. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON DRAWINGS. CONNECTIONS SHALL BE CONSTRUCTED AS FOLLOWS: A. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES. B. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. C. ALL WELDERS SHALL BE AWS CERTIFIED'FOR THE METHODS AND POSITIONS TO BE USED AND SHOULD HAVE EXPERIENCE WELDING GALVANIZED MATERIALS. COPIES OF THE WELDER CERTIFICATIONS SHALL BE PROVIDED TO THE OWNER AND ENGINEER ONE WEEK PRIOR TO THE START OF WORK. D. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION. E. ALL EXISTING GALVANIZING IN WELD AREAS SHALL GROUND OFF PRIOR TO WELDING.. G. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR WITH CURRENT CREDENTIALS SUBJECT TO OWNER/ENGINEER APPROVAL. H. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRATE OR MAGNETIC PARTICLE 100% IF REJECTABLE DEFECTS ARE FOUND) TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1 REPAIR ALL WELDS AS NECESSARY VARIES — SPECIAL INSPECTION 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER; SHALL PERFORM INSPECTION AND TESTING IN A SECTION WORK. ACCORDANCE WITH THE IBC 2006, SECTION 1704 AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION HI NOT TO SCALE a. STRUCTURAL WELDING -GROOVE WELDS SHALL REQUIRE CONTINUOUS INSPECTION. W MULT PASS FILLET WELD SHALL REQUIRE CONTINUOUS INSPECTION. SINGLE PASS FILLET WELDS > 5116 "............CONTINUOUS SINGLE PASS FILLET WELDS < 5/16 .............. PERIODIC INSPECTION 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER IN ACCORDANCE WITH IBC 2006, 1704. UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT THE SPECIAL INSPECTIONS. CONTINUOUS STRUCTURE INSPECTION AND MAINTENANCE: CONTINUOUS ANNUAL INSPECTION OF THE STRUCTURE AND THE ADDED REINFORCING SHALL BE IMPLEMENTED BY THE OWNER. ANY FUTURE CORROSION OR OTHER DETERIORATION OF THE STRUCTURE OR ITS REINFORCING WILL REDUCE ITS CAPACITY TO WITHSTAND THE REQUIRED LOADS. ANY DEFECTS SHALL BE REPAIRED TO ENSURE THE STRUCTURAL INTEGRITY FOR THE LIFE OF THE STRUCTURE. SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402 - 289 -1861 Copyright Semaan Engineering Solutions, Inc 75--0" 73,_0„ 68' -0" 63' -0„ 57' -0 3' -0" 48' -0„ 1'- 3"15/16 T-7 "15/16 44" 37'-4"1/16 1/4" Thick 65 KSI) 75' -0" 41'- 3"15/16 5/16" Thick 65 KSI) Job Information Pole: CA2502 Code: ANSI/TIA -222 Rev G Description : Struct Class : II Client : TowerCo LLC Exposure : C Location : Lake Elsinore, CA Topo : 1 Shape: 18 Sides Base Elev (ft): 0.00 Height: 75.00 (ft) Taper: 0.303334(in/ft) Load Cases 1.2D + 1.6W 85.00 mph with No Ice 0.91) + 1.6W 85.00 mph with No Ice (Reduced DL) 1.01) + 1.OW 60.00 mph Serviceability Reactions Sections Properties Attach Force Exposed Diameter (in) Elev (ft) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section ft) Top Bottom in) Type in) (in /ft) (ksi) 1 41.330 23.21 35.75 0.313 0.000 0.303334 65 2 37.337 13.50 24.82 0.250 Slip Joint 44.000 0.303334 65 Load Cases 1.2D + 1.6W 85.00 mph with No Ice 0.91) + 1.6W 85.00 mph with No Ice (Reduced DL) 1.01) + 1.OW 60.00 mph Serviceability Reactions Discrete Appurtenance Attach Force Exposed From Elev (ft) Elev (ft) Qty Description 75.000 75.000 1 Pine Branches 73.000 73.000 3 T -Arms 73.000 73.000 12 DB844H90E -XY 68.000 68.000 1 Pine Branches 63.000 63.000 3 T -Arms 63.000 63.000 12 PCS S 065 -13 -2 58.000 58.000 1 Pine Branches 57.000 57.000 1 HP2 Dish 53.000 53.000 3 T -Arms 53.000 53.000 6 UMWD -03319 -XDM 48.000 48.000 1 Pine Branches Load Cases 1.2D + 1.6W 85.00 mph with No Ice 0.91) + 1.6W 85.00 mph with No Ice (Reduced DL) 1.01) + 1.OW 60.00 mph Serviceability Reactions Linear Appurtenance Elev (ft) Exposed From To Description To Wind 0.000 53.000 7/8" Coax No 0.000 57.000 318" Coax No 0.000 63.000 7/8" Coax No 0.000 73.000 7/8" Coax No Load Cases 1.2D + 1.6W 85.00 mph with No Ice 0.91) + 1.6W 85.00 mph with No Ice (Reduced DL) 1.01) + 1.OW 60.00 mph Serviceability Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 1.01) + 1.OW 57.00 6.567 1.114 Reactions Moment Shear Axial Load Case Kip -ft) Kips) Kips) 1.21) + 1.6W 1153.02 19.57 18.11 0.913 + 1.6W 1146.29 19.56 13.57 1.013 + 1.OW 357.90 6.09 15.13 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 1.01) + 1.OW 57.00 6.567 1.114 Load Case: 1.2D + 1.6W Max Ratio 77.90% at O.Oft Interaction Pole : CA2502 Code: ANSI/tIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Y 9/2/2009 2:31:06 PM Struct Class : II Height: 75.00 (ft) Exposure Category : C Page: 1 Shape : 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Shaft Section Properties Elev No Ice From Ice Distance Vert FIPv Slip Description Weight CaAa Bottom Weiqht CaAa Top From Face Ecc Sect Length Thick Fv Joint Joint Weiaht Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taoer Num (ft) (in) (ksi) Type Len (in) lb) in) (ft) sqin) in ^4) Ratio Ratio in) (ft) (sqin) in "4) Ratio Ratio (in /ft) 1 41.330 0.3125 65 0.00 4,069 35.75 0.000 35.15 5576.8 18.76 114.4 23.21 41.33 22.71 1505.0 11.69 74.28 0.30333 2 37.337 0.2500 65 Slip Joint 44.00 1,907 24.82 37.66 19.50 1488.0 16.10 99.30 13.50 75.00 10.51 233.2 8.11 54.00 0.30333 1.00 Shaft Weight 5,975 1.00 0.000 0.000 63.00 T -Arms 3 242.00 8.190 0.67 Discrete Appurtenance Properties Attach Elev No Ice From Ice Distance Vert FIPv tt) Description Weight CaAa CaAa Weiqht CaAa CaAa From Face Ecc ft) Description Qty lb) (sf) Factor lb) sf) Factor ft) ft) 75.00 Pine Branches 1 750.00 45.000 1.00 0.00 0.000 1.00 0.000 0.000 73.00 T -Arms 3 242.00 8.190 0.67 0.00 0.000 0.67 0.000 0.000 73.00 DB844H90E -XY 12 14.00 3.733 0.91 0.00 0.000 0.91 0.000 0.000 68.00 Pine Branches 1 1500.00 90.000 1.00 0.00 0.000 1.00 0.000 0.000 63.00 T -Arms 3 242.00 8.190 0.67 0.00 0.000 0.67 0.000 0.000 63.00 PCs S 065 -13 -2 12 9.60 4.210 0.60 0.00 0.000 0.60 0.000 0.000 58.00 Pine Branches 1 1500.00 90.000 1.00 0.00 0.000 1.00 0.000 0.000 57.00 HP2 Dish 1 90.00 3.960 1.00 0.00 0.000 1.00 0.000 0.000 53.00 T -Arms 3 242.00 8.190 0.67 0.00 0.000 0.67 0.000 0.000 53.00 UMWD- 03319 -XDM 6 29.00 5.820 0.74 0.00 0.000 0.74 0.000 0.000 48.00 Pine Branches 1 1500.00 90.000 1.00 0.00 0.000 1.00 0.000 0.000 Totals 44 7975.20 4052.60 Number of Loadings: 11 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed ft) tt) Description in) To Wind 0.00 73.00 12) 7/8" Coax 0.00 N 0.00 63.00 12) 7/8" Coax 0.00 N 0.00 57.00 1) 3/8" Coax 0.00 N 0.00 53.00. 12) 7/8" Coax 0.00 N Pole : CA2502 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/2/2009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 2 Shape: 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Segment Properties (Max Len : 5ft) Seca Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Weight ft) Description in) (in) in ^2) in ^4) Ratio Ratio (ksi) 10) lb) 0.00 0.3125 35.750 35.148 5,576.8 18.76 114.40 65.0 307.2 0.0 5.00 0.3125 34.233 33.644 4,891.0 17.91 109.55 65.0 281.4 585.2 10.00 0.3125 32.717 32.140 4,263.8 17.05 104.69 65.0 256.7 559.6 15.00 0.3125 31.200 30.635 3.692.7 16.19 99.84 65.0 233.1 534.0 20.00 0.3125 29.683 29.131 3,175.0 15.34 94.99 65.0 210.7 508.4 25.00 0.3125 28.167 27.627 2,708.1 14.48 90.13 65.0 189.4 482.8 30.00 0.3125 26.650 26.123 2,289.4 13.63 85.28 65.0 169.2 457.2 35.00 0.3125 25.133 24.618 1,916.2 12.77 80.43 65.0 150.2 431.6 37.66 Bot - Section 2 0.3125 24.325 23.817 1,735.1 12.31 77.84 65.0 140.5 219.5 40.00 0.3125 23.617 23.114 1.586.0 11.91 75.57 65.0 132.3 339.4 41.33 Top - Section 1 0.2500 23.713 18.617 1,294.9 15.31 94.85 65.0 107.6 188.7 45.00 0.2500 22.600 17.734 1,119.2 14.53 90.40 65.0 97.5 227.0 48.00 0.2500 21.690 17.012 988.0 13.89 86.76 65.0 89.7 177.3 50.00 0.2500 21.083 16.531 906.5 13.46 84.33 65.0 84.7 114.1 53.00 0.2500 20.173 15.809 792.8 12.82 80.69 65.0 77.4 165.1 55.00 0.2500 19.567 15.327 722.6 12.39 78.27 65.0 72.7 105.9 57.00 0.2500 18.960 14.846 656.6 11.96 75.84 65.0 68.2 102.7 58.00 0.2500 18.657 14.605 625.2 11.75 74.63 65.0 66.0 50.1 60.00 0.2500 18.050 14.124 565.4 11.32 72.20 65.0 61.7 97.8 63.00 0.2500 17.140 13.402 483.0 10.68 68.56 65.0 55.5 140.5 65.00 0.2500 16.533 12.920 432.8 10.25 66.13 65.0 51.6 89.6 68.00 0.2500 15.623 12.198 364.2 9.61 62.49 65.0 45.9 128.2 70.00 0.2500 15.017 11.717 322.8 9.18 60.07 65.0 42.3 81.4 73.00 n.25nn 14.107 10.995 266.7 R.54 56.43 65.0 37.2 115.9 75.00 0.2500 13.500 10.513 233.2 8.11 54.00 65.0 34.0 73.2 5,975.3 Pole: CA2502 Code: ANSIMA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/2/2009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 3 Shape: 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 1.21) + 1.6W 85.00 mph with No Ice 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load ft) Description Kzt Kz (psf) psf) (mph -ft) Cf in) ft) (sf) sf) lb) lb) lb) 0.00 1.00 0.85 14.936 16.42 237.06 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 14.936 16.42 227.01 0.650 0.00 5.00 14.805 9.62 253.0 0.0 702.3 10.00 1.00 0.85 14.936 16.42 216.95 0.650 0.00 5.00 14.163 9.21 242.0 0.0 671.5 15.00 1.00 0.85 14.936 16.42 206.89 0.650 0.00 5.00 13.521 8.79 231.0 0.0 640.8 20.00 1.00 0.90 15.847 17.43 202.75 0.650 0.00 5.00 12.880 8.37 233.5 0.0 610.1 25.00 1.00 0.94 16.609 18.27 196.96 0.650 0.00 5.00 12.238 7.95 232.5 0.0 579.4 30.00 1.00 0.98 17.259 18.98 189.97 0.650 0.00 5.00 11.596 7.54 229.0 0.0 548.7 35.00 1.00 1.01 17.829 19.61 182.09 0.650 0.00 5.00 10.955 7.12 223.4 0.0 518.0 37.66 Bot - Section 2 1.00 1.03 18.106 19.91 177.60 0.650 0.00 2.66 5.573 3.62 115.4 0.0 263.4 40.00 1.00 1.04 18.337 20.17 173.52 0.650 0.00 2.34 4.839 3.15 101.5 0.0 407.3 41.33 Top - Section 1 1.00 1.05 18.464 20.31 171.15 0.650 0.00 1.33 2.691 1.75 56.8 0.0 226.4 45.00 1.00 1.07 18.797 20.67 168.12 0.650 0.00 3.67 7.192 4.67 154.6 0.0 272.4 48.00 Appertunance(s) 1.00 1.08 19.054 20.96 162.45 0.650 0.00 3.00 5.622 3.65 122.5 0.0 212.8 50.00 1.00 1.09 19.219 21.14 158.59 0.650 0.00 2.00 3.619 2.35 79.6 0.0 137.0 53.00 ADDertunance(s) 1.00 1.10 19.456 21.40 152.68 0.650 0.00 3.00 5.237 3.40 116.6 0.0 198.1 55.00 1.00 1.11 19.608 21.56 148.67 0.650 0.00 2.00 3.363 2.19 75.4 0.0 127.1 57.00 Appertunance(s) 1.00 1.12 19.756 21.73 144.60 0.650 0.00 2.00 3.260 2.12 73.7 0.0 123.2 58.00 Appertunance(s) 1.00 1.12 19.829 21.81 142.55 0.650 0.00 1.00 1.592 1.03 36.1 0.0 60.1 60.00 1.00 1.13 19.971 21.96 138.40 0.650 0.00 2.00 3.106 2.02 71.0 0.0 117.3 63.00 Appertunance(s) 1.00 1.14 20.177 22.19 132.10 0.650 0.00 3.00 4.467 2.90 103.1 0.0 168.6 65.00 1.00 1.15 20.310 22.34 127.85 0.650 0.00 2.00 2.849 1.85 66.2 0.0 107.5 68.00 Appertunance(s) 1.00 1.16 20.504 22.55 121.38 0.650 0.00 3.00 4.082 2.65 95.7 0.0 153.9 70.00 1.00 1.17 20.630 22.69 117.03 0.650 0.00 2.00 2.593 1.69 61.2 0.0 97.7 73.00 Awertunance(s) 1.00 1.18 20.813 22.89 110.42 0.650 0.00 3.00 3.697 2.40 88.0 0.0 139.1 75.00 Appertunance(s) 1.00 1.19 20.932 23.02 105.97 0.650 0.00 2.00 2.336 1.52 55.9 0.0 87.8 Totals: 75.00 3,117.9 0.0 7,170.4 Pole : CA2502 Code: ANSIMA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/2/2009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 4 Shape: 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 1.21) + 1.6W 85.00 mph with No Ice 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa GaAa Ecc Ecc FX Y Z Load ft) Description Qty psf) psf) Factor Ka sf) ft) ft) lb) lb -ft) lb -ft) lb) 48.00 Pine Branches 1 19.054 20.960 1.00 1.00 90.00 0.000 0.000 3.018.23 0.00 0.00 1.800.00 53.00 T -Arms 3 19.456 21.402 0.67 1.00 16.46 0.000 0.000 563.70 0.00 0.00 871.20 53.00 UMWD- 03319 -XDM 6 19.456 21.402 0.74 1.00 25.84 0.000 0.000 884.86 0.00 0.00 208.80 57.00 HP2 Dish 1 19.756 21.732 1.00 1.00 3.96 0.000 0.000 137.69 0.00 0.00 108.00 58.00 Pine Branches 1 19.829 21.812 1.00 1.00 90.00 0.000 0.000 3,140.91 0.00 0.00 1,800.00 63.00 T -Arms 3 20.177 22.195 0.67 1.00 16.46 0.000 0.000 584.59 0.00 0.00 871.20 63.00 PCs S 065 -13 -2 12 20.177 22.195 0.60 1.00 30.31 0.000 0.000 1,076.43 0.00 0.00 138.24 68.00 Pine Branches 1 20.504 22.555 1.00 1.00 90.00 0.000 0.000 3.247.87 0.00 0.00 1.800.00 73.00 T -Arms 3 20.813 22.894 0.67 1.00 16.46 0.000 0.000 603.01 0.00 0.00 871.20 73.00 DB844H90E -XY 12 20.813 22.894 0.91 1.00 40.76 0.000 0.000 1,493.22 0.00 0.00 201.60 75.00 Pine Branches 1 20.932 23.025 1.00 1.00 45.00 0.000 0.000 1,657.78 0.00 0.00 900.00 16,408.29 9,570.24 Pole : CA2502 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/212009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 5 Shape : 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) Base Elev : 0.000 (ft) X Taper: 0.303334 (in /ft) Load Case: 1.213 + 1.6W 85.00 mph with No Ice 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ ft) lb) lb) lb -ft) lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 252.96 815.03 0.00 0.00 10.00 241.99 784.32 0.00 0.00 15.00 231.03 753.61 0.00 0.00 20.00 233.50 722.89 0.00 0.00 25.00 232.54 692.18 0.00 0.00 30.00 228.97 661.47 0.00 0.00 35.00 223.43 630.76 0.00 0.00 37.66 115.44 323.43 0.00 0.00 40.00 101.51 459.99 0.00 0.00 41.33 56.85 256.40 0.00 0.00 45.00 154.65 355.17 0.00 0.00 48.00 3.140.77 2.080.49 0.00 0.00 50.00 79.58 182.08 0.00 0.00 53.00 1.565.12 1.345.74 0.00 0.00 55.00 75.43 157.2R 0.00 0.00 57.00 211.38 261.34 0.00 0.00 58.00 3.177.01 1,875.10 0.00 0.00 60.00 70.96 147.26 0.00 0.00 63.00 1,764.13 1,222.95 0.00 0.00 65.00 66.21 122.45 0.00 0.00 68.00 3,343.61 1.976.31 0.00 0.00 70.00 61.19 112.63 0.00 0.00 73.00 2,184.24 1,234.37 0.00 0.00 75.00 1,713.72 987.83 0.00 0.00 Totals: 19,526.19 18,161.08 0.00 0.00 Pole : CA2502 Code: ANSIITIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II 9/212009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 6 Shape: 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 1.213 + 1.6W 85.00 mph with No Ice 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Elev FY ( -) FX ( -) ft) (kips) (kips) Tu MY ft-kips) Mu Mu MZ MX ft-kips) (ft-kips) Resultant Moment ft-kips) phi Pn kips) phi Vn kips) phi phi Tn Mn ft-kips) (ft-kips) Total Deflect Rotation in) (deg) Ratio 0.00 18.11 19.57 0.00 1,153.02 0.00 1,153.02 2,056.18 1,028.09 2,991.22 1,497.83 0.00 0.00 0.779 5.00 17.20 19.40 0.00 1,055.16 0.00 1,055.16 1,968.17 984.09 2,739.59 1,371.83 0.15 0.28 0.778 10.00 16.32 19.24 0.00 958.15 0.00 958.15 1,880.17 940.09 2,499.01 1,251.36 0.60 0.57 0.775 15.00 15.46 19.08 0.00 861.95 0.00 861.95 1.792.17 896.09 2.269.491.136.43 1.37 0.88 0.768 20.00 14.64 18.92 0.00 766.53 0.00 766.53 1,704.17 852.09 2,051.03 1,027.04 2.46 1.19 0.755 25.00 13.85 18.75 0.00 671.93 0.00 671.93 1,616.17 808.09 1,843.62 923.18 3.88 1.51 0.737 30.00 13.09 18.58 0.00 578.19 0.00 578.19 1,528.17 764.08 1,647.26 824.85 5.65 1.84 0.710 35.00 12.38 18.39 0.00 485.31 0.00 485.31 1,440.17 720.08 1,461.96 732.06 7.76 2.17 0.672 37.66 12.01 18.29 0.00 436.34 0.00 436.34 1,393.30 696.65 1,367.77 684.90 9.02 2.35 0.646 40.00 11.52 18.20 0.00 393.59 0.00 393.59 1.352.17 676.08 1.287.71 644.81 10.21 2.51 0.620 41.33 11.21 18.16 0.00 369.39 0.00 369.39 1,089.12 544.56 1,047.13 524.34 10.93 2.60 0.716 45.00 10.79 18.03 0.00 302.74 0.00 302.74 1,037.44 518.72 949.62 475.51 13.03 2.84 0.648 48.00 8.83 14.82 0.00 248.64 0.00 248.64 995.20 497.60 873.45 437.38 14.88 3.05 0.578 50.00 8.61 14.75 0.00 219.01 0.00 219.01 967.04 483.52 824.45 412.84 16.18 3.18 0.540 53.00 7.32 13.13 0.00 174.76 0.00 174.76 924.80 462.40 753.59 377.35 18.25 3.37 0.472 55.00 7.15 13.06 0.00 148.50 0.00 148.50 896.64 448.32 708.12 354.58 19.68 3.48 0.428 57.00 6.88 12.84 0.00 122.39 0.00 122.39 868.48 434.24 664.06 332.52 21.17 3.59 0.377 58.00 5.20 9.56 0.00 109.55 0.00 109.55 854.40 427.20 642.56 321.76 21.92 3.64 0.347 60.00 5.04 9.49 0.00 90.43 0.00 90.43 826.24 413.12 600.63 300.76 23.47 3.73 0.307 63.00 3.92 7.65 0.00 61.97 0.00 61.97 784.00 392.00 540.38 270.59 25.85 3.85 0.234 65.00 3.80 7.58 0.00 46.66 0.00 46.66 755.84 377.92 501.99 251.37 27.48 3.91 0.191 68.00 2.05 4.11 0.00 23.92 0.00 23.92 713.60 356.80 447.05 223.86 29.96 3.98 0.110 70.00 1.94 4.04 0.00 15.69 0.00 15.69 685.44 342.72 412.19 206.40 31.63 4.01 0.079 73.00 0.86 1.78 0.00 3.56 0.00 3.56 643.20 321.60 362.56 181.55 34.16 4.04 0.021 75.00 0.00 1.71 0.00 0.00 0.00 0.00 615.04 307.52 331.24 165.86 35.85 4.04 0.000 Pole : CA2502 Code: ANSIMA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Y 91212009 2:31:06 PMStructClass : II Height: 75.00 (ft) Exposure Category : C Page: 7 Shape : 18 Sides Topographic Category: 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) x Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 0.913 + 1.6W 85.00 mph with No Ice (Reduced DL) 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev gz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load ft) Description Kzt Kz (psf) psf) (mph -ft) Cf in) ft) (sf) sf) lb) lb) lb) 0.00 1.00 0.85 14.936 16.42 237.06 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 14.936 16.42 227.01 0.650 0.00 5.00 14.805 9.62 253.0 0.0 526.7 10.00 1.00 0.85 14.936 16.42 216.95 0.650 0.00 5.00 14.163 9.21 242.0 0.0 503.7 15.00 1.00 0.85 14.936 16.42 206.89 0.650 0.00 5.00 13.521 8.79 231.0 0.0 480.6 20.00 1.00 0.90 15.847 17.43 202.75 0.650 0.00 5.00 12.880 8.37 233.5 0.0 457.6 25.00 1.00 0.94 16.609 18.27 196.96 0.650 0.00 5.00 12.238 7.95 232.5 0.0 434.6 30.00 1.00 0.98 17.259 18.98 189.97 0.650 0.00 5.00 11.596 7.54 229.0 0.0 411.5 35.00 1.00 1.01 17.829 19.61 182.09 0.650 0.00 5.00 10.955 7.12 223.4 0.0 388.5 37.66 Bot - Section 2 1.00 1.03 18.106 19.91 177.60 0.650 0.00 2.66 5.573 3.62 115.4 0.0 197.5 40.00 1.00 1.04 18.337 20.17 173.52 0.650 0.00 2.34 4.839 3.15 101.5 0.0 305.5 41.33 Top - Section 1 1.00 1.0518.464 20.31 171.15 0.650 0.00 1.33 2.691 1.75 56.8 0.0 169.8 45.00 1.00 1.0718.797 20.67 168.12 0.650 0.00 3.67 7.192 4.67 154.6 0.0 204.3 48.00 Appertunance(s) 1.00 1.08 19.054 20.96 162.45 0.650 0.00 3.00 5.622 3.65 122.5 0.0 159.6 50.00 1.00 1.09 19.219 21.14 158.59 0.650 0.00 2.00 3.619 2.35 79.6 0.0 102.7 53.00 Apoertunance(s) 1.00 1.10 19.456 21.40 152.68 0.650 0.00 3.00 5.237 3.40 116.6 0.0 148.6 55.00 1.00 1.11 19.608 21.56 148.67 0.650 0.00 2.00 3.363 2.19 75.4 0.0 95.4 57.00 Appertunance(s) 1.00 1.12 19.756 21.73 144.60 0.650 0.00 2.00 3.260 2.12 73.7 0.0 92.4 58.00 Appertunance(s) 1.00 1.12 19.829 21.81 142.55 0.650 0.00 1.00 1.592 1.03 36.1 0.0 45.1 60.00 1.00 1.13 19.971 21.96 138.40 0.650 0.00 2.00 3.106 2.02 71.0 0.0 88.0 63.00 Appertunance(s) 1.00 1.14 20.177 22.19 132.10 0.650 0.00 3.00 4.467 2.90 103.1 0.0 126.4 65.00 1.00 1.15 20.310 22.34 127.85 0.650 0.00 2.00 2.849 1.85 66.2 0.0 80.6 68.00 Appertunance(s) 1.00 1.16 20.504 22.55 121.38 0.650 0.00 3.00 4.082 2.65 95.7 0.0 115.4 70.00 1.00 1.17 20.630 22.69 117.03 0.650 0.00 2.00 2.593 1.69 61.2 0.0 73.2 73.00 Appertunance(s) 1.00 1.18 20.813 22.89 110.42 0.650 0.00 3.00 3.697 2.40 88.0 0.0 104.3 75.00 Appertunance(s) 1.00 1.19 20.932 23.02 105.97 0.650 0.00 2.00 2.336 1.52 55.9 0.0 65.9 Totals: 75.00 3,117.9 0.0 5,377.8 Pole: CA2502 Code: ANSIMA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : 11 Y 9/2/2009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 8 Shape : 18 Sides Topographic Category: 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 0.913 + 1.6W 85.00 mph with No Ice (Reduced DL) 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa CaAa Ecc Ecc FX Y z Load ft) Description Qty psf) psf) Factor Ka sf) ft) ft) lb) lb -ft) lb -ft) lb) 48.00 Pine Branches 1 19.054 20.960 1.00 1.00 90.00 0.000 0.000 3.018.23 0.00 0.00 1.350.00 53.00 T -Arms 3 19.456 21.402 0.67 1.00 16.46 0.000 0.000 563.70 0.00 0.00 653.40 53.00 UMWD- 03319 -XDM 6 19.456 21.402 0.74 1.00 25.84 0.000 0.000 884.86 0.00 0.00 156.60 57.00 HP2 Dish 1 19.756 21.732 1.00 1.00 3.96 0.000 0.000 137.69 0.00 0.00 81.00 58.00 Pine Branches 1 19.829 21.812 1.00 1.00 90.00 0.000 0.000 3,140.91 0.00 0.00 1,350.00 63.00 T -Arms 3 20.177 22.195 0.67 1.00 16.46 0.000 0.000 584.59 0.00 0.00 653.40 63.00 PCs S 065 -13 -2 12 20.177 22.195 0.60 1.00 30.31 0.000 0.000 1,076.43 0.00 0.00 103.68 68.00 Pine Branches 1 20.504 22.555 1.00 1.00 90.00 0.000 0.000 3.247.87 0.00 0.00 1.350.00 73.00 T -Arms 3 20.813 22.894 0.67 1.00 16.46 0.000 0.000 603.01 0.00 0.00 653.40 73.00 DB844H90E -XY 12 20.813 22.894 0.91 1.00 40.76 0.000 0.000 1,493.22 0.00 0.00 151.20 75.00 Pine Branches 1 20.932 23.025 1.00 1.00 45.00 0.000 0.000 1,657.78 0.00 0.00 675.00 16,408.29 7,177.68 Pole : CA2602 Code: ANSI/TIA -222 Rev G Copyright Semen Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/2/2009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 9 Shape : 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) x Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 0.913 + 1.6W 85.00 mph with No Ice (Reduced DL) 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ ft) lb) lb) lb -ft) lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 252.96 611.27 0.00 0.00 10.00 241.99 588.24 0.00 0.00 15.00 231.03 565.21 0.00 0.00 20.00 233.50 542.17 0.00 0.00 25.00 232.54 519.14 0.00 0.00 30.00 228.97 496.10 0.00 0.00 35.00 223.43 473.07 0.00 0.00 37.66 115.44 242.58 0.00 0.00 40.00 101.51 344.99 0.00 0.00 41.33 56.85 192.30 0.00 0.00 45.00 154.65 266.38 0.00 0.00 48.00 3.140.77 1.560.36 0.00 0.00 50.00 79.58 136.56 0.00 0.00 53.00 1.565.12 1.009.31 0.00 0.00 55.00 75.43 117.96 0.00 0.00 57.00 211.38 196.01 0.00 0.00 58.00 3,177.01- 1,406.33 0.00 0.00 60.00 70.96 110.44 0.00 0.00 63.00 1,764.13 917.21 0.00 0.00 65.00 66.21 91.84 0.00 0.00 68.00 3,343.61 1,482.23 0.00 0.00 70.00 61.19 84.47 0.00 0.00 73.00 2,184.24 925.78 0.00 0.00 75.00 1,713.72 740.87 0.00 0.00 Totals: 19,526.19 13,620.81 0.00 0.00 Pole: CA2502 Code: ANSI1TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/2/2009 2:31:06 PM Height: 75.00 (ft) Exposure Category: C Page: 10 Shape : 18 Sides Topographic Category: 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 0.9D + 1.6W 85.00 mph with No Ice (Reduced DL) 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Elev FY ( -) FX ( -) ft) (kips) (kips) Tu MY ft-kips) Mu Mu MZ MX ft-kips) (ft-kips) Resultant Moment ft-kips) phi Pn kips) phi phi phi Vn Tn Mn kips) (ft-kips) (ft-kips) Total Deflect Rotation in) (deg) Ratio 0.00 13.57 19.56 0.00 1,146.29 0.00 1,146.29 2,066.18 1,028.09 2,991.22 1,497.83 0.00 0.00 0.772 5.00 12.86 19.37 0.00 1,048.49 0.00 1,048.49 1,968.17 984.09 2,739.59 1,371.83 0.15 0.28 0.771 10.00 12.18 19.19 0.00 951.64 0.00 951.64 1,880.17 940.09 2,499.01 1,251.36 0.60 0.57 0.767 15.00 11.52 19.01 0.00 855.71 0.00 855.71 1.792.17 896.09 2.269.491.136.43 1.36 0.87 0.760 20.00 10.87 18.83 0.00 760.66 0.00 760.66 1,704.17 852.09 2,051.03 1,027.04 2.44 1.18 0.747 25.00 10.25 18.64 0.00 666.52 0.00 666.52 1,616.17 808.09 1,843.62 923.18 3.86 1.50 0.729 30.00 9.66 18.45 0.00 573.31 0.00 573.31 1,528.17 764.08 1,647.26 824.85 5.61 1.83 0.702 35.00 9.12 18.25 0.00 481.05 0.00 481.05 1,440.17 720.08 1,461.96 732.06 7.70 2.16 0.664 37.66 8.82 18.15 0.00 432.43 0.00 432.43 1,393.30 696.65 1,367.77 684.90 8.96 2.34 0.638 40.00 8.45 18.06 0.00 390.01 0.00 390.01 1.352.17 676.08 1.287.71 644.81 10.14 2.49 0.612 41.33 8.20 18.02 0.00 366.00 0.00 366.00 1,089.12 544.56 1,047.13 524.34 10.85 2.58 0.707 45.00 7.88 17.88 0.00 299.88 0.00 299.88 1,037.44 518.72 949.62 475.51 12.93 2.82 0.639 48.00 6.44 14.68 0.00 246.24 0.00 246.24 995.20 497.60 873.45 437.38 14.77 3.02 0.570 50.00 6.26 14.61 0.00 216.88 0.00 216.88 967.04 483.52 824.45 412.84 16.07 3.16 0.533 53.00 5.31 13.01 0.00 173.04 0.00 173.04 924.80 462.40 753.59 377.35 18.11 3.34 0.465 55.00 5.17 12.93 0.00 147.03 0.00 147.03 896.64 448.32 708.12 354.58 19.54 3.46 0.421 57.00 4.97 12.72 0.00 121.17 o.On 121.17 86R_4R 434.24 664.06 332.52 21.01 3.56 0.371 58.00 3.76 9.46 0.00 108.45 0.00 108.45 854.40 427.20 642.56 321.76 21.76 3.61 0.342 60.00 3.63 9.39 0.00 89.52 0.00 89.52 826.24 413.12 600.63 300.76 23.29 3.70 0.303 63.00 2.82 7.58 0.00 61.35 0.00 61.35 784.00 392.00 540.38 270.59 25.65 3.82 0.231 65.00 2.73 7.51 0.00 46.20 0.00 46.20 755.84 377.92 501.99 251.37 27.26 3.88 0.188 68.00 1.47 4.07 0.00 23.68 0.00 23.68 713.60 356.80 447.05 223.86 29.73 3.95 0.108 70.00 1.39 4.00 0.00 15.54 0.00 15.54 685.44 342.72 412.19 206.40 31.38 3.98 0.077 73.00 0.62 1.76 0.00 3.52 0.00 3.52 643.20 321.60 362.56 181.55 33.89 4.00 0.020 75.00 0.00 1.71 0.00 0.00 0.00 0.00 615.04 307.52 331.24 165.86 35.57 4.01 0.000 Pole : CA2502 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/2/2009 2:31:07 PM Height: 75.00 (ft) Exposure Category: C Page: 11 Shape : 18 Sides Topographic Category: 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 1.013 + 1.OW 60.00 mph Serviceability 19 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev Qz cizGh C Thick Tributary Aa CfAa Force X Load Ice Load ft) Description Kzt Kz psf) psf) (mph -ft) Cf in) ft) (sf) sf) lb) lb) lb) 0.00 1.00 0.85 7.442 8.186 167.34 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 7.442 8.186 160.24 0.650 0.00 5.00 14.805 9.62 78.8 0.0 585.2 10.00 1.00 0.85 7.442 8.186 153.14 0.650 0.00 5.00 14.163 9.21 75.4 0.0 559.6 15.00 1.00 0.85 7.442 8.186 146.04 0.650 0.00 5.00 13.521 8.79 71.9 0.0 534.0 20.00 1.00 0.90 7.896 8.686 143.12 0.650 0.00 5.00 12.880 8.37 72.7 0.0 508.4 25.00 1.00 0.94 8.276 9.104 139.03 0.650 0.00 5.00 12.238 7.95 72.4 0.0 482.8 30.00 1.00 0.98 8.600 9.460 134.10 0.650 0.00 5.00 11.596 7.54 71.3 0.0 457.2 35.00 1.00 1.01 8.883 9.772 128.53 0.650 0.00 5.00 10.955 7.12 69.6 0.0 431.6 37.66 Bot - Section 2 1.00 1.03 9.022 9.924 125.36 0.650 0.00 2.66 5.573 3.62 35.9 0.0 219.5 40.00 1.00 1.04 9.137 10.05 122.49 0.650 0.00 2.34 4.839 3.15 31.6 0.0 339.4 41.33 Top - Section 1 1.00 1.05 9.200 10.12 120.81 0.650 0.00 1.33 2.691 1.75 17.7 0.0 188.7 45.00 1.00 1.07 9.366 10.30 118.67 0.650 0.00 3.67 7.192 4.67 48.2 0.0 227.0 48.00 Appertunance(s) 1.00 1.08 9.494 10.44 114.67 0.650 0.00 3.00 5.622 3.65 38.2 0.0 177.3 50.00 1.00 1.09 9.576 10.53 111.94 0.650 0.00 2.00 3.619 2.35 24.8 0.0 114.1 53.00 Appertunance(s) 1.00 1.10 9.694 10.66 107.77 0.650 0.00 3.00 5.237 3.40 36.3 0.0 165.1 55.00 1.00 1.11 9.770 10.74 104.94 0.650 0.00 2.00 3.363 2.19 23.5 0.0 105.9 57.00 Appertunance(s) 1.00 1.12 9.844 10.82 102.07 0.650 0.00 2.00 3.260 2.12 22.9 0.0 102.7 58.00 Appertunance(s) 1.00 1.12 9.880 10.86 100.62 0.650 0.00 1.00 1.592 1.03 11.2 0.0 50.1 60.00 1.00 1.13 9.951 10.94 97.700 0.650 0.00 2.00 3.106 2.02 22.1 0.0 97.8 63.00 Appertunance(s) 1.00 1.1410.054 11.05 93.252 0.650 0.00 3.00 4.467 2.90 32.1 0.0 140.5 65.00 1.00 1.15 10.120 11.13 90.248 0.650 0.00 2.00 2.849 1.85 20.6 0.0 89.6 68.00 Appertunance(s) 1.00 1.16 10.217 11.23 85.687 0.650 0.00 3.00 4.082 2.65 29.8 0.0 128.2 70.00 1.00 1.17 10.279 11.30 82.611 0.650 0.00 2.00 2.593 1.69 19.1 0.0 81.4 73.00 Appertunance(s) 1.00 1.18 10.370 11.40 77.948 0.650 0.00 3.00 3.697 2.40 27.4 0.0 115.9 75.00 Appertunance(s) 1.00 1.19 10.430 11.47 74.809 0.650 0.00 2.00 2.336 1.52 17.4 0.0 73.2 Totals: 75.00 971.0 0.0 5,975.3 Pole : CA2502 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/2/2009 2:31:07 PM Height: 75.00 (ft) Exposure Category: C Page: 12 Shape : 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 1.01) + 1.OW 60.00 mph Serviceability 19 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa Caaa Ecc Ecc FX Y Z Load ft) Description Qty psf) psf) Factor Ka sf) ft) ft) lb) lb -ft) lb -ft) lb) 48.00 Pine Branches 1 9.494 10.444 1.00 1.00 90.00 0.000 0.000 939.93 0.00 0.00 1.500.00 53.00 T -Arms 3 9.694 10.664 0.67 1.00 16.46 0.000 0.000 175.55 0.00 0.00 726.00 53.00 UMWD- 03319 -XDM 6 9.694 10.664 0.74 1.00 25.84 0.000 0.000 275.56 0.00 0.00 174.00 57.00 HP2 Dish 1 9.844 10.828 1.00 1.00 3.96 0.000 0.000 42.88 0.00 0.00 90.00 58.00 Pine Branches 1 9.880 10.868 1.00 1.00 90.00 0.000 0.000 978.14 0.00 0.00 1,500.00 63.00 T -Arms 3 10.054 11.059 0.67 1.00 16.46 0.000 0.000 182.05 0.00 0.00 726.00 63.00 PCs S 065 -13 -2 12 10.054 11.059 0.60 1.00 30.31 0.000 0.000 335.22 0.00 0.00 115.20 68.00 Pine Branches 1 10.217 11.238 1.00 1.00 90.00 0.000 0.000 1.011.45 0.00 0.00 1.500.00 73.00 T -Arms 3 10.370 11.407 0.67 1.00 16.46 0.000 0.000 187.79 0.00 0.00 726.00 73.00 DB844H90E -XY 12 10.370 11.407 0.91 1.00 40.76 0.000 0.000 465.02 0.00 0.00 168.00 75.00 Pine Branches 1 10.430 11.473 1.00 1.00 45.00 0.000 0.000 516.26 0.00 0.00 750.00 5,109.85 7,975.20 Pole : CA2502 Code: ANSI/TIA -222 Rev G Copyright Semen Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/212009 2:31:07 PM Height: 75.00 (ft) Exposure Category: C Page: 13 Shape : 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) Base Elev : 0.000 (ft) X Taper: 0.303334 (in /ft) Load Case: 1.01) + 1.OW 60.00 mph Serviceability 19 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ ft) lb) lb) lb -ft) lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 78.78 679.19 0.00 0.00 10.00 75.36 653.60 0.00 0.00 15.00 71.95 628.01 0.00 0.00 20.00 72.72 602.41 0.00 0.00 25.00 72.42 576.82 0.00 0.00 30.00 71.30 551.22 0.00 0.00 35.00 69.58 525.63 0.00 0.00 37.66 35.95 269.53 0.00 0.00 40.00 31.61 383.33 0.00 0.00 41.33 17.70 213.67 0.00 0.00 45.00 48.16 295.97 0.00 0.00 48.00 978.10 1.733.74 0.00 0.00 50.00 24.78 151.73 0.00 0.00 53.00 487.41 1.121.45 0.00 0.00 55.00 23.49 131.06 0.00 0.00 57.00 65.83 217.79 0.00 0.00 58.00 989.38 1.562.59 0.00 0.00 60.00 22.10 122.71 0.00 0.00 63.00 549.38 1,019.13 0.00 0.00 65.00 20.62 102.05 0.00 0.00 68.00 1,041.26 1,646.93 0.00 0.00 70.00 19.06 93.86 0.00 0.00 73.00 680.21 1,028.64 0.00 0.00 75.00 533.68 823.19 0.00 0.00 Totals: 6,080.82 15,134.24 0.00 0.00 Pole: CA2502 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Y 9/2/2009 2:31:07 PMLocation : Lake Elsinore, CA Struct Class : II Height: 75.00 (ft) Exposure Category: C Page: 14 Shape: 18 Sides Topographic Category: 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Load Case: 1.OD + 1.OW 60.00 mph Serviceability 19 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Elev FY ( -) FX ( -) ft) (kips) (kips) Tu MY ft-kips) Mu Mu MZ MX ft-kips) (ft-kips) Resultant Moment ft-kips) phi Pn kips) phi phi phi Vn Tn Mn kips) (ft -kips) (ft-kips) Total Deflect Rotation in) (deg) Ratio 0.00 15.13 6.09 0.00 357.90 0.00 357.90 2,056.18 1,028.09 2,991.22 1,497.83 0.00 0.00 0.246 5.00 14.44 6.04 0.00 327.44 0.00 327.44 1,968.17 984.09 2.739.59 1,371.83 0.05 0.09 0.246 10.00 13.78 5.98 0.00 297.26 0.00 297.26 1,880.17 940.09 2,499.01 1,251.36 0.19 0.18 0.245 15.00 13.14 5.93 0.00 267.36 0.00 267.36 1.792.17 896.09 2.269.49 1.136.43 0.43 0.27 0.243 20.00 12.53 5.87 0.00 237.72 0.00 237.72 1,704.17 852.09 2,061.03 1,027.04 0.76 0.37 0.239 25.00 11.94 5.82 0.00 208.35 0.00 208.35 1,616.17 808.09 1,843.62 923.18 1.20 0.47 0.233 30.00 11.38 5.76 0.00 179.26 0.00 179.26 1,528.17 764.08 1,647.26 824.85 1.75 0.57 0.225 35.00 10.85 5.70 0.00 150.45 0.00 150.45 1,440.17 720.08 1,461.96 732.06 2.41 0.67 0.213 37.66 10.57 5.67 0.00 135.26 0.00 135.26 1,393.30 696.65 1,367.77 684.90 2.80 0.73 0.205 40.00 10.19 5.64 0.00 122.00 0.00 122.00 1.352.17 676.08 1.287.71 644.81 3.17 0.78 0.197 41.33 9.97 5.63 0.00 114.50 0.00 114.50 1.089.12 544.56 1,047.13 524.34 3.39 0.81 0.228 45.00 9.67 5.59 0.00 93.83 0.00 93.83 1,037.44 518.72 949.62 475.51 4.04 0.88 0.207 48.00 7.94 4.59 0.00 77.06 0.00 77.06 995.20 497.60 873.45 437.38 4.62 0.95 0.184 50.00 7.79 4.57 0.00 67.88 0.00 67.88 967.04 483.52 824.45 412.84 5.02 0.99 0.173 53.00 6.67 4.07 0.00 54.17 0.00 54.17 924.80 462.40 753.59 377.35 5.66 1.04 0.151 55.00 6.54 4.05 0.00 46.03 0.00 46.03 896.64 448.32 708.12 354.58 6.11 1.08 0.137 57.On 6.32 3.9R 0.00 37.93 0.00 37.93 86R.48 434.24 664.06 332.52 6.57 1.11 0.121 58.00 4.78 2.96 0.00 33.95 0.00 33.95 854.40 427.20 642.56 321.76 6.80 1.13 0.111 60.00 4.65 2.94 0.00 28.03 0.00 28.03 826.24 413.12 600.63 300.76 7.28 1.16 0.099 63.00 3.65 2.37 0.00 19.21 0.00 19.21 784.00 392.00 540.38 270.59 8.02 1.19 0.076 65.00 3.54 2.35 0.00 14.47 0.00 14.47 755.84 377.92 501.99 251.37 8.52 1.21 0.062 68.00 1.92 1.27 0.00 7.41 0.00 7.41 713.60 356.80 447.05 223.86 9.29 1.23 0.036 70.00 1.82 1.25 0.00 4.86 0.00 4.86 685.44 342.72 412.19 206.40 9.81 1.24 0.026 73.00 0.81 0.55 0.00 1.10 0.00 1.10 643.20 321.60 362.56 181.55 10.60 1.25 0.007 75.00 0.00 0.53 0.00 0.00 0.00 0.00 615.04 307.52 331.24 165.86 11.12 1.25 0.000 nom Pole : CA2502 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Lake Elsinore, CA Struct Class : II Y 9/212009 2:31:07 PM Height: 75.00 (ft) Exposure Category: C Page: 15 Shape: 18 Sides Topographic Category : 1 Base Dia : 35.75 (in) Top Dia : 13.50 (in) X Taper: 0.303334 (in /ft) Base Elev : 0.000 (ft) Analysis Summa Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case kips) kips) kips) ft-kips) ft-kips) ft-kips) ft) Ratio 1.213 + 1.6W 19.57 0.00 18.11 0.00 0.00 1153.02 0.00 0.78 0.91) + 1.6W 19.56 0.00 13.57 0.00 0.00 1146.29 0.00 0.77 1.01) + 1.OW 6.09 0.00 15.13 0.00 0.00 357.90 0.00 0.25