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MUP 2012-1044City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (7") 777-7125 FAX: (760) 777-1233 0 OFFICE USE ONLY Case No. T1 1240`f Date Recvd. G 'tat L_ Fee: 4•7S (t-,,.0 Related Apps.: lµdf� IZ -1 oy� Logged in by: - —PPI WATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT Deborah Leinart for Sprint PCS (Print) MAILING ADDRESS_ 971 Borden Road #133 Phone No. 760-798-2315_ CITY, STATE, ZIP: San Marcos, CA 92069 Fax No.�,� PROPERTY OWNER (If different): KSL Desert Resort, Inc (Print) MAILING ADDRESS: 49499 Eisenhower Drive 2012 Contact: April Shute Phone No. 760-564-4111 CITY, STATE, ZIP: La Quinta, CA 92253 Fax No PROJECT LOCATION: 49499 Eisenhower Drive, La Quinta, CA 92253 PROPOSED USE AND/OR CONSTRUCTION (Including operational information): Sprint proposes to modify it's (E) unmanned wireless telecommunication facility which consist of removing (3) (E) panel antennas & installing (3) (N).panel antennas & (3) (N) RRH units (behind antennas) Remove (2) (E) cabinets, Install (2) (N) cabinets and LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): APN: 658-180-029 and 658-190-011 Al8\Minor Use Permit SUBMISSION REQUI 0. ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8%2" x I I sheet or folded down to 8%z" x 111% 0 Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each-. This discount does not apply to Environmental Information form: NAME OF APPLICANT Deborah Leinart for Sprint PCS (Please Print) SIGNATURE OF APPLICAN z DATE_Z3 NAME OF PROPERTY OWNER KSL Desert Resort, Inc. Contact: April Shute 760-564-4111 (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE_ (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit e i ` 1 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 July 10, 2012 Ms. Deborah Leinart Sprint PCS 971 Borden Road, Ste. 133 San Marcos, CA 92069 4tul�cfa (7 60) 777-7000 FAX (760) 777-7101 FILE COPe SUBJECT: MINOR USE PERMIT 2012-1044: 49-499 EISENHOWER DRIVE IMPROVEMENTS TO EXISTING TELECOMMUNICATION FACILITY Dear Ms. Leinart: The Planning Department has reviewed and approved your request to replace three existing antennas with newer panel antennas and new radio remote -head antennas and equipment cabinets at an existing telecommunication facility, located at 49- 499 Eisenhower Drive, within the property of the La Quinta Resort. The approval of this application is subject to the exhibits on file in the Minor Use Permit and the following Findings and Conditions of Approval: FINDINGS 1. Consistency with the General Plan: The proposed new antennas and equipment cabinets at the existing telecommunication facility are consistent with the goals, objectives and policies of the General Plan, in that the new antennas will increase the community's ability for quality access to wireless communication services. 2. Public Welfare: Approval of the new antennas on an existing telecommunication facility will not create conditions materially detrimental to the public health, safety and general welfare. 3. The proposed new antennas at the existing telecommunication facility will minimize adverse visual impacts through the design and placement of the antennas in the existing antenna array. r 4. The proposed new antennas are designed to function within the existing antenna array, which is at an adequate height to achieve the service Provider's objectives for coverage within this portion of the community. 5. The proposed new antennas are necessary to improve community access to wireless services. CONDITIONS 1. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La- Quinta (the "City"), its agents, officers and employees from. any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall. have the right to select its defense counsel in its .sole discretion. The ' City of La Quinta shall promptly notify the applicant of any claim, action, or proceeding and shall cooperate fully in the defense. 2. The .applicant shall comply with all provisions of La Quinta Municipal Code Section 9.170 "Wireless Telecommunication Facilities". 3. The applicant shall comply with all provisions contained in Conditions of Approval for Conditional Use Permit 2001-054 (CUP 01-054). 4. The applicant shall repair and replace the existing damaged faux palm fronds at the top of the tower. The new faux fronds are' required to help screen the existing arrays and existing and new .antennae. A minimum of seventy-five (75) faux fronds shall be installed at the top of the tower. 5. The applicant is permitted to install an additional three (3) panel antennas on the existing antenna arrays on the tower; one panel per array. Additionally, the applicant is permitted to -place six (6) new radio remote - head antennas on the existing arrays, behind the panel antennas. All new antennas shall be painted to match the existing antennas on the array. 6. The applicant is permitted to replace and install a new GPS antenna on one of the towers antenna arrays. The GPS unit shall be painted to match the existing antenna array. 7. New equipment cabinets shall be contained in the existing equipment shelter located on the top of the adjacent building at the La. Quinta Resort. 8. New cables running from the equipment shelter to the new antennas shall be, contained within the existing cable tray between the tower and the equipment enclosure. All cables shall. be interior of the tower and shall not , be visible from surrounding propertie. 9. The applicant shall obtain a building permit for the City's building and. Safety Department (760) 777-7012. Approval of this Minor Use. Permit application will not result in conditions detrimental to public health, safety and general welfare, nor injurious to or incompatible with other properties and uses in the vicinity. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision. may be appealed_ to the PlanningCommission b anyone they submit the necessary y y provided paperwork and filing fee_ of $1.75.00. to this office within. 15 days of approval of this permit. Should you have any" questions please contact me at (760) 777-7125. Sincerely, ERIC CEJA. Assistant Planner C: Greg Butler, Building & Safety. Department SPRINT MODIFICATION PROJECT SITE RV54XC504 49499 Eisenhower Drive, La Quinta, CA 92253 APN 658-180-029 and 658-190-011 EXISTING COMPOUND FACILITY — MONOPALM EXISTING CABINET LINEUP Spri nt QD RIVERSIDE / SAN BERNARDINO MARKET CALIFORNIA STATE CODE COMPLIANCE SPRINT PROPOSES THAT ALL WORK AND MATERIALS SHALL BE PERFORMED 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 CONFIRMING TO THESE CODES. • CALIFORNIA ADMINISTRATIVE CODE (INCL TITLE 24 & 25). • 2010 CALIFORNIA BUILDING CODE. • CITY/ COUNTY ORDINANCES. • BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA). • 2010 MECHANICAL CALIFORNIA CODE. ANSI/ EIA -222—F LIFE SAFETY CODE NFPA-101. 2010 CALIFORNIA PLUMBING CODE. 2010 CALIFORNIA ELECTRICAL CODE. • 2010 LOCAL BUILDING CODE. ACCESSIBILITY REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2010 CALIFORNIA BUILDING CODE. DIG ALERT • UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1—BDO-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG CODE BLOCK APPROVAL SIGNATURE DATE PROJECT MANAGER CONSTRUCTION MANAGER RF ENGINEER SITE ACQUISITION PLANNING CONSULTANT PROPERTY OWNER SPRINT REPRESENTATIVE [SIGNATURE BLOCK NETWORK VISION MMBTS LAUNCH LA QUINTA RESORT RV54XC504 MONOPALM 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA, 92253 RIVERSIDE COUNTY SPRINT PROPOSES TO MODIFY ITS EXISTING ANTENNA AND EQUIPMENT IN AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. • REMOVE (3) (E) PANEL ANTENNAS. • INSTALL (3) (N) PANEL ANTENNAS. INSTALL (3) (N) RRH'S. • REMOVE ALL (E) CDMA COAX. • INSTALL (3) (N) FIBER OPTIC CABLE USING EXISTING COAX ROUTE. • REMOVE (1) (E) BTS CABINET. • INSTALL ( 1 ) (N) BTS CABINET. • REMOVE (1) (E) POWER CABINET. INSTALL (1) (N) 60ECv2 BBU CABINET. • INSTALL (1) (N) JUNCTION BOX. INSTALL FIBER OPTIC TELECOMMUNICATIONS BACKHAUL EQUIPMENT. • REMOVE (1) (E) GPS ANTENNA. • INSTALL (1) (N) GPS ANTENNA. SCOPE OF WORK APPLICANT: SPRINT 310 COMMERCE #200 IRVINE, CALIFORNIA 92602 CONTACT: KERRI SHIMER PHONE: (714) 288-3508 PROPERTY OWNER: KSL DESERT RESORT, INC. 49-499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 CONTACT: APRIL SHUTE PHONE: (760) 564-4111 PROPERTY INFORMATION: ZONING CLASSIFICATION: C-6 CALIFORNIA BUILDING CODE: 2010 EDITION EXISTING CONSTRUCTION TYPE: TYPE V-8 & TYPE It PROPOSED CONSTRUCTION TYPE: TYPE V—B & TYPE It EXISTING OCCUPANCY: S-2 PROPOSED OCCUPANCY: S-2 JURISDICTION: CITY OF LA QUINTA EXISTING USE: TELECOMMUNICATIONS PROPOSED USE: TELECOMMUNICATIONS LATITUDE: 33.688597- (33' 41' 18.95" N) LONGITUDE: —116.311475' (116' 18' 41.31" W) PARCEL NUMBER: 658-180-029. 658-190-011 LEASE AREA: NO CHANGE IN EXISTING LEASE AREA PROJECT SUMMARY PROJECT ARCHITECT JEFFREY ROME & ASSOCIATES 1SAN JOAQUIN PLAZA SUITE 250 NEWPORT BEACH, CALIFORNIA 92660 CONTACT: CINDY AVALOS PHONE: (949) 760-3929 EMAIL: CINDYAOJRAINC.NET STRUCTURAL ENGINEER ZALZNJ & ASSOCIATES WISSAM ZALZALI PHONE: (949) 609-9559 EMAIL: WZALZALIOZALZALIANDASSOCIATES.COM CONSTRUCTION MANAGER: ALCATEL—LUCENT DAVE MURRAY PHONE: (951) 218-0497 EMAIL: DAVIO.MURRAYOALCATEL—LUCENT.COM PLANNING CONSULTANT NEXIUS SOLUTIONS, INC. DEBORAH LEINART PHONE: (760) 798-2315 EMAIL: DEBORAH.LEINARTONEXIUS.COM SITE ACQUISITION MANAGER ALCATEL—LUCENT KERRI SHIMER PHONE: (951) 288-3508 EMAIL: KERRI.SHIMEROALCATEL—UICENT.COM PROJECT MANAGER NEJOUS SOLUTIONS, INC. LIZ PETERSON PHONE: (925) 628-9324 EMAIL: ELI ZABETH.PETERSONONEXIUS.COM RF ENGINEER: ALCATEL—LUCENT ZHEN TANG PHONE: TBD EMAIL: ZHEN.TANGOALCATEL—LUCENT.COM TELCO COMPANY: SPRINT POWER COMPANY: SCE PROJECT TEAM THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE CORRECT SCALE ONLY WHEN THESE DRAWINGSARE PRINTED IN A 11"X17" OR 22"X34" FORMAT. IF THIS DRAWING SET IS NOT 11"X17" OR 22"X34", THIS SET IS NOT TO SCALE. DRAWING SCALE \� e Sprint•.. Alcatel-Lucent� NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1 San JoaquinPlaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 100% CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET * C-020676 � o 6 CA13 s SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: i z T-1 a GENEML GUIDELINES PAINTING NOTES & SPECIFICATIONS STRUCTURAL SPECIFICATIONS 1 04/19/12 90% CD REVIEW 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' ARE 20. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, A. GENERAL A. GENERAL 7. MIXIN GIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. SPRINT AN THE CITY I 0 E C OR GOVERNING AGENCY. 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLOWS UNLESS PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS 21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE SPECIFICALLY NOTED OTHERWISE. FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON APPROVED BY A TESTING AGENCY. EXEMPT FROM DISABLED ACCESS REQUIREMENTS. CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE 2 CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON B. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSON, SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION. BUILDING AGENCY. ONE SET OF REDUNED DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT PLANS, SECTIONS AND DETAILS. AND DROP CAPITALS) ) 50 AS TO CAUSE SEGREGATION OF AGGREGATES. ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS, AS WELL AS WITH THE SPRINT CONSTRUCTION AND CONTRACT DOCUMENTS AND SHALL 22. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. CONFIRM THAT THE PROTECT CAN BE AS SHOWN PRIOR TO PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND OVER GENERAL NOTES AND TYPICAL DETAILS. SHOULACCOMPD PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL DIAMETERS AND SECURELY WIRED TOGETHER. SPUCES OF ADJACENT NOTIFY SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING. ALSO MAINTAIN IN C000 CONDITION, ONE COMPLETE SET OF PLANS TAKE PRECEDENCE OVER THE SPECIFICATIONS. REINFORCING BARS SHALL B STAGGERED GGERED WHEREVER POSSIBLE. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT THE JOB SUPERINTENDENT. DIMENSIONS NOT SHOWN. 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTORAND SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR 23. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO CORRECT ALL PROBLEMS THAT RESULT. MATERIALS ON A DAILEY BASIS, EXCEPT FOR THAT SPECIFIED AS SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED SURFACES 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS: REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1. UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. 4. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEANUP UPON 7. FURNISH DROP CLOTHES, SHIELDS, MASKING AND PROTECTIVE METHODS TO SIMILAR R CONSTRUCTION DETAILS NO FULLY SIMILAR COR NOTED SHALL BE A CONCRETE IN CONTACT WITH EARTH, UNFORMED 3* DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF ALL CLEAN CONDITION A7 THE END OF EACH DAY AND VACUUM CLEAN FACILITIES. 4. SHORING: R SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR C. WALL, EXTERIOR FACE 1-1/2" DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY 70 INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE D. WALL, INTERIOR FACE 1' FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE NATURE A7 COMPLETION OF WORK. B. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING THE SAFETY OF THE WORK UNTIL IT IS IN IT'S COMPLETED FORM. E. STRUCTURAL SLABS 3/4' ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING ENAMEL COAT ON MT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS INDICATED. THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE F. JOISTS 3/4* PROPERTY OWNER'S PREFERRED HOURS 70 AVOID DISRUPTION OF APPLICABLE. G. BEAMS, GIRDERS & COLUMNS 1-1/ /2' 5. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER 810 ALL MATERIALS. NORMAL ACTIVITY. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AT A RATE TO EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 5. SAFETY: THESE STRUCTURAL DRAWINGS REPRESENT THE FINISHED 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 25. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED. STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE 6. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INDICATE THE METHOD OF CONSTRUCTION. PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR MANAGER, THE PROPERLY OWNER AND THE ARCHITECT IF ANY DETAILS ARE LISTED OR FIRE MARSHALL APPROVED TE IF AND WHERE INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES WHICH 6. WATERPROOFING: WATERPROOFING AND DRAINAGE, DETAILS AND INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE. NOT WATERPROOF, OR NOT N WITHICUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, R WILL BE APPLICABLE TO THIS FACILITY AND PROJECTJECT SITE. ARE SMOOTH. EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES. SPECIFICATIONS, ALTHOUGH SOMETIMES SHOWN ON STRUCTURAL SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE 27• PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT DRAWING ARE OF GENERAL INFORMATION PURPOSES ONLY. OBTAINED FROM THE STRUCTURAL ENGINEER. INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO R PAINTING SCOPE WATERPROOFING AND DRAINAGE ARE SOLELY THE DESIGN MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION. RESPONSIBILITY OF THE ARCHITECT. 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL INCLUDED AS PART OF THE WORK. 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS 28. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC WITH THE COATING SYSTEM INDICATED. B. STEEL OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN A SLAB THAT 7. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY ARTICLES 250 AND 810. IS LESS THAN 3-1/2' THICK, UNLESS SLAB IS LOCALLY THICKENED. THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE SPRINT 29. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED PAINTING SCOPE 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. mcwrs SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. 13. ANCHORING: ALL ANCHOR BOLTS. REINFORCING STEEL, DOWELS, e,ewo�erc INSERTS. ETC..SHALL BE WELL SECURED IN POSITION PRIOR TO 8. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE B RADIO EQUIPMENT 30. UPON COMPLETION OF CONSTRUCTION, SPRINT .� m"T "1Opio.� a.® ®„ ��,� mo 2. ALL BOLTS SHALL CONFORM 70 ASTM A-307 UNLESS OTHERWISE PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO IS ALLOWED. LOCATIONS WITH SPRINT CONSTRUCTION MANAGER PRIOR TO PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. ASITIA A-325 BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ,.wmau�, ro ane, ,o,s. 14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND COORDINATING HIS WORK WITH ERICSSON RADIO SYSTEMS. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT INA CLEAN WORKING ORDER UNTIL 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON 9. ALL SYMBOLS & ABBREVIATIONS USED ON THE DRAWINGS ARE ACCEPTANCE OF THE PROJECT BY SPRINT. A53 CONCRETE WHERE TLE OR FLOOR COVERING IS TO BE BONDEDTO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE SPRINT 32. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION C. COATING SYSTEM SPECIFICATIONS 4. STEEL TUBING SHALL BE GRADE V CONFORMING TO ASTM A500. OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS 1. DIM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1MIL OFT PER MINIMUM PERIOD. CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR5. REGULATION TAKE PRECEDENCE, COAT APPLIED IN TEDD COATS OVER DIM BONDING PRIMER (866A50). ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS 10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE -APPROVED. SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO SPRINT. 33. NOTIFY SPRINT PRIOR TO ANY RF OR SITE CONCERNS 1-866-400-6040. 2. 100X ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPUED IN TWO COATS OVER SPECIFIED PRIMER. SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING D. TIMBER SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. 11. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY PAINT & PRIMER I. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 SUBCONTRACTORS OR WORKMEN ARE IN THE SITE AND SHALL SUPERVISE 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE AND DIRECT ALL WORK. USING HIS BEST SKILL AND ATTENTION. HE SHALL ROOFING BC WATERPROOFING NOTES D. ANTENNAS A. 250 AMP WELDERS. DRAWINGS. BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES AND FOR COORDINATING ALL PRIMER - KEM AQUA E61 -W525 TOPCOAT - COROTHANE II B65W200/96OV22 B. ROD OVENS. C. GRINDERS. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 PORTIONS OF THE WORK UNDER THE CONTRACT. i.CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS 12. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE IS UNDER WARRANT'. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING BTS CABINET PRIMER - KEM AQUA E61 -W525 7. NO BUZZ BOXES SHALL BE USED. 3. STRIPPING, BLOCKING. BACKING AND OTHER NON-STRUCTURAL TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE TOPCOAT - COROTHANE II B65W200 /B6OV22 8. ALL STRUCTURAL STEEL SHALL MILL CERTIFICATION. MILL LUMBER SHALL BE N0. 2 OR STD &BTR GRADE DOUGLAS FIR, 545. PRACTICE: ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR IF ANY OTHER CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION 2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR. DISCREPANCY IS FOUND. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY COAXIAL JUMPER CABLES BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION THE ARCHITECT AND THE SPRINT PROJECT MANAGER IN PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM 4. ALL BEAMS. JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN O'HARE INTERNATIONAL CENTER WRITING. ULTIMATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25X 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. SIDE UP. 10255 W. HIGGENS ROAD, SUITE 600 COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS. TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR ROSEMONT, IL 60018 EXAMINATION BY THE INSPECTOR. 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A 2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR AND RAW STEEL SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6. O.C. UNLESS SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION COMPATIBLE WITH EXISTING MATERIALS A CONDITIONS FOR ROOF PATCHING. NEW PENETRATIONS, ETC. PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER 10. STEEL THAT HAD BEEN WELDED. CUT OR SCRATCHED IN THE FIELD NOTED OTHERWISE ON PUNS. FIELD NAIL WITH 8d AT 12' O.C. 4201 LAFAYETTE CENTER DRIVE TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/ B60V2 SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. CHATILLY, VA 22021-1208 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING GALVANIZED METAL6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, ITLP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER ROAD BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. COAT (GALVRE HIGH SOLIDS OR DIM PRIMER/FINISH) HALF OF ALLOWABLE CODE STRESSES UNLESS SPECIFICALLY NOTED 'FULL STRESS' AT END OF WELD SYMBOL. UNLESS NOTED OTHERWISE ON THE PUNS. ST. PAUL. MN 55114-1406 4.IF R DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR C. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND 13. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATERIALS 70 LIKE -NEW CONDITION. STAINLESS STEEL PRIMER - DIM WASH PRIMER, 871Y1 CONCRETE SHALL CONFORM TO PS 1-83. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES & TOPCOAT - 2 COATS COROTHA14E II POLYURETHANE B65W200 B60V2 / 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. FINISHES UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: EXCEED 24X AT THE TIME OF INSTALLATION. APPROVED BY THE SPRINT CONSTRUCTION MANAGER IN ADVANCE PRE -PRIMED STEEL TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS, SSOWZ4 LOCATION STRENGTH WT. SLUMP ADMIXTURE 14. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING NECESSARY BLOCKING, BACKING, FRAMING, HANGARS DR OTHER SUPPORTS FOR ALL ITEMS REQUIRING THE 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION, ALUMINUM & COPPER A. SLAB&FOOTING 3000 sI 150 4� NONE ' CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. SAME. THE CONTRACTOR SMALL PROVIDE ROOFTOP WALK PATS TO ALL NEW PRIMER -DTM WASH PRIMER, 871 V1 p pcf 15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAL( CABLE ROUTING. ON CONVENTIONAL ROOFING, THE WALK PADS SHALL 'DUCK TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH W000. SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL BE BOARDS' AS MANUFACTURED BY APC OR EQUAL ON SPECIAL ROOFING SYSTEMS SUCH AS SINGLE MEMBRANE ROOFS WILL CONCRETE MASONRY 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED PRIMER -PRO MAR EXTERIOR BLOCK FILLER APPROVED BY THE BUILDING DEPT. 11. LAG BOLTS SHALL SCREWED INTO PLACE, NOT DRIVEN. LAG BY NOTES 1 & 2 ABOVE. - 2 COATS A-100 LATEX HOUSE &TRIM, SHEEN TO MATCH BOLTS SHALL BE INS STALLED IN PRE -DRILLED HOLES WITH A 16. THE CONTRACTOR SMALL PROTECT THE PROPERTY OWNERS, AND SPRINT 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PERFORMED DIAMETER EQUAL TO 75X DIAMETER OF BOLT. PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES. CONCRETE STUCCO(EXISTING) 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH BARS CONFORMING TO ASTM A615 AS FOLLOWS: 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN CONSTRUCTION, STRUCTURE. LANDSCAPING. CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED 70 THE SATISFACTION PENETRATION AT FIRE RATED ASSEMBLIES STUCCO #4 & SMALLER BARS 40 THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY OF SPRINT, AND THE PROPERTY OWNER'S PRIMER - PRO MAR MASONRY CONDITONER B -46-W21000 .................GRADE %5 & LARGER BARS ...................GRADE 60 THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN APPROVED BY THE STRUCTURAL ENGINEER. REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 1. AT THE SPRINT PROJECT MANAGER'S DIRECTION, THE TOPCOAT - SUPER PAINT A-80 SERIES A-89 SATIN A-84 GLOSS ALL BARS AT CAISSON FOOTING... GRADE 60 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR CONTRACTOR SHALL PROVIDE MILT' HIGH PERFORMANCE FIRE STOP SYSTEM JFS601 AT ALL FIRE RATED PENETRATIONS INSTALLED PER WOOD 4. CEMENT: FOUNDATIONS & SLABS: TYPE V. LOW ALKALI, 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS. PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER Y -24W20 CONFORMING TO ASTM C-150. OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK 8Y SPRINT 2.ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO MATCH ADJACENT SURFACES PIER/CAISSON FOOTINGS: TYPE V. LOW ALKALI, CONFORMING CEDAR. UNDER THIS CONTRACT. CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING TO ASTM C-150.. 18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD CUTS/DAMAGE(PRIOR TO PRIME & PAINT) 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM 14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS A LUMBER SPECIES: ALASKAN YELLOW CEDAR (ACJ CONFORMING LOCATE ALL EXISTING UTILITIES, OR CONTACT AN OUTSIDE AGENCY TO ALL EXISTING WORK ENVIRONMENT FIRST & SECOND COAT - CUPRINOL CLEAR WOOD PRESERVATIVE 158-0356 PENETRATIONS C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE TO 20F -V12 LOCATE UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND 70 PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL ALL INTO FINISHED CLU -OMS SHALL BE CAULKED WITH �SIKNTO SOLANI SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK B. STRENGTH PROPERTIES: EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER 1. CONTRACTOR AND CREW SCULL ABIDE BY THE UNITED STATES DEPARTMENT SHALL BE THE FOLLOWING: Fla BOTTOM FIBER BENDING STRESS 2000psi MIN. PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. R' Of LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS STEEL TOUCH UP FA. TOP FIBER BENDING STRESS 1000psi MIN. 19. THE CONTRACTOR (OSHA) DESCRIBED IN OSAFET HANDBOOK OF GUIDELINES. STEEL THAT HAS BEEN WELDED, CUT SCRATCHED IN THE FIELD A. FOUNDATIONS & SLABS 9' OR LESS: 3/4' GRAVEL Fv SHEAR STRESS 190psi MIN. SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE 2.CONTRACTOR AND CREW SHALL ABIDE BY SPRINT SAFETY STANDARDS AS SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT AL B. PIER/CAISSON FOOTING: 1' GRAVEL. Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. JOB IS COMPLETED AND ACCEPTED BY SPRINT. DESCRIBED IN SPRINT'S SAFETY HANDBOOK. 6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT E MODULES ELASTICITY 1400ksi MIN. C. CAMBER TO RADIUS OF 1600' U.O.N. OF ACIDS, ALKALIS. ORGANIC MATERIALS AND SHALL BE SUITABLE D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. FOR HUMAN CONSUMPTION. E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 AND ASTM D3737. Sprint Alcatel -Lucent NEXIUS ,J RA Jeffrey Rome k Associates, Inc. Architecture & Telecommunications 1 San Joaquin Plaza, Suits 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 100X Co's CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET y `'AD A C-020876 J>'� OF CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA. CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SPECIFICATIONS AND NOTES SHEET NUMBER: w i T-2 BATTERY INFORMATION/ NOTES: -mow w REVISIONS REV. DATE MATTERY MFG: EAST PENN MANUFACTURING A. QUANTITIES OF 500 GALLONS OR LESS ARE 1 04/19/12 2 05/24/12 90% CD REVIEW MA 10076 CO'S CA EXEMPT PER TABLE 3-E OF THE 1997 MODEL NUMBER: 12AVR-14SL U.B.C. ELECTROLYTE CONTENT PER BATTERY: 2.17 GALLONS B. SINGLECAPACITIES OF 10 GALLONS CONSTRUCTION UNLESS AS CONSTRUCTION SET OR LESS,, AND AND AGGREGATE QUANTITIES NOT ELECTROLYTE HAZARD CLASSIFICATION IN EXCESS OF 100 GALLONS ARE EXEMPT PER '07 C.F.C. (8.7S SULFURIC ACID): PER ARTICLE 64 OF THE 2007 C.F.C. I N CASE O F CORROSIVE C. QUANTITIES LESS THAN 50 GALLONS ARE NUMBER OF BATTERIES 70 EXEMPT FROM C.F.C. ARTICLE 80, AND BE INSTALLED: 20 MAX (20 PER CABINET) SHALL NOT REQUIRE REMIT. EMERGENCY TOTAL ELECTROLYTE CONTAINED D. ANY CHANGES OR ADDITIONS TO BACK-UP ON SITE (2.17 X 20): 43.4 GALLONS MAX BATTERIES MUST COMPLY WITH C.F.C. ARTICLE 64, AND SHALL NOT CONTAIN — CALL ELECTROLYTE QUANTITIES IN EXCESS OF 50. 1-866-400-6040 FIRE DEPARTMENT NOTES: ,� 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN ADVANCE. '� SITE NUMBER: RV54XC504 2. A CFC PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD -ACID BATTERIES IS NOT REQUIRED FOR THE QUANTITIES ON SITE. SITE NAME: LA QUINTA RESORT 3. A CFC PERMIT MAY BE REQUIRED FOR THE HAZARDOUS MATERIALS ON SITE. 4. A HAZARDOUS MATERIALS IDENTIFICATION SIGN IS REQUIRED FOR ALL ENTRANCES INTO BATTERY STORAGE AREAS. LETTERS MUST BE AT LEAST 1' IN HEIGHT AND IN A COLOR WHICH CONTRASTS TO THE BACKGROUND OF THE SIGN AND UST THE FOLLOWING: REQUIRED NFPA SIGNAGE CLASS 1 WATER REACTIVE LIQUID TOXIC LIQUID CORROSIVE LIQUID OTHER HEALTH HAZARD LIQUID SITE IDENTIFICATION SIGNAGE 3 5. AN APPROVED METHOD TO NEUTRALIZE SUPPLIED ELECTROLYTE SHALL BE PROVIDED IN THE BATTERY ROOM. 6. BATTERIES SHALL BE PROVIDED WITH SAFETY VENTING CAPS. 7. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE UNIFORM FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO APPROVAL OF THE INSPECTOR. S. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. 9. EXIST DOORS SHALL BE ABLE TO OPEN FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 10. ADDRESS NUMBERS SHALL BE A MINIMUM 6 INCHES HIGH AND PLAINLY VISIBLE FROM ROADWAY BUILDING IS ADDRESSED ON. 11. REQUIRED SIGNAGE SHALL INCLUDE LETTERING HEIGHT OF AT LEAST ONE INCH, IN A COLOR THAT falll� CONTRASTS TO THE SIGN BACKGROUND, AND SHALL BE PROMINENTLY DISPLAYED. ra 12. REQUIRED SIGNAGE SHALL INCLUDE BUT MAY NOT BE LIMITED TO, APPLICABLE TYPES FROM EXAMPLES eI&HAZARDOUS SHOWN HEREIN; SEE DETAILS 1, 2, AND 3. MATERIAL Warning STORAGE AREA Corrosive HAZARDOUS MATERIAL SIGNAGE 12_ • ©CAUTION AWARNING 11 C, Beyond this point Radio frequency tlelds at this site Radio frequency fields beyond Beyond this point: Radio frequency fields at this site may exceed FCC rules for human this point may exceed the FCC general public exposure limit exceed the FCC rules for human exposure. exposurw F., y.,ur se'My, dairy ae Posted spns end she Iuldelses fat waning in radio Obey all plated signs and site guldollnet 1. -111 1. led to fnqv—y Fail— to obey NI posted signs ere she guidelines for working in odic htlgttency, frequency environments. envnonmeels- envltonrnerMs could result In serious infuty SITE IDENTIFICATION SIGNAGE `; RF SIr,NAr:E I l I I I \�f Sprint':. NEAUS .J FZA Jeffrey Rome do Associates, Inc. Architecture & Telecommunications 1 Son JoaquinPlaza, Suite 250 Newport Beach, California 92660 Phone. (949) 760-3929 Fax: (949) 760-3931 JOY �f4 * C-020876 F J?�FF 0F CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SIGNAGE AND NOTES SHEET NUMBER: i T-3 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 2 05/24/12 90% CD REVIEW MA 10076 CO'S CA NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET JOY �f4 * C-020876 F J?�FF 0F CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SIGNAGE AND NOTES SHEET NUMBER: i T-3 SITE PLAN GENERAL NOTES lqw SETBACKS: FRONT YARD = TBD BACK YARD = TBD SIDE YARDS = TBD 1. SITE CONTRACTOR TO CALL DIG ALERT (1-800-227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 2. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO EXISTING PARKING SPACES WILL BE IMPACTED BY THE NEW USE. 3. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY. 4. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN (WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE CITYS STORM WATER STANDARDS. 5. ALL CLEARWIRE ANTENNAS, COAX AND MICROWAVES TO REMXIN, STORM WATER QUALITY NOTES CONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD DR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/DR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS X40 OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. EXISTING ACCESS ROUTE EXISTING SPRINT LEASE AREA, SEE SHEET A-1.1. EXISTING SPRINT LEASE AREA. SEE SHEET A-1.1. AVENIDA 1e a V e 0 SITE PLAN 11x17 SCALE: 1"=1oo'I I I 124x36 SCALE 1"=50' 10 25' 50' 10 1 J Sprint Alcatel -Lucent �l NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture a Telecommunications 1 San JoaquinPlaza, Suite 250 Newport Beach, California 92660 Phone: (949)) 760-3929 Fox: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CO REVIEW MA 2 05/24/12 1OOX CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET JQ Y I * C-020676 F or CAO SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE .A QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PLAN SHEET NUTABEP. A-1 Sprint Alcatel -Lucent NEAUS �J RA Jeffrey Rome h Associates, Inc. Architecturek Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, C.Iif.rni. 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CO REVIEW MA 2 05/24/12 1007E CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET JOY A(�f�i * C-020616 A �f� GFCAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: i A-1.1 EQUIPMENT PLAN SYMBOL LEGEND EQUIPMENT PLAN SYMBOL LEGEND TP_c0 EXISTING SPRINT TELCO CABINET. _uc EXISTING ELECTRICAL PANEL. EXISTING SPRINT TELCO CABINET. EXISTING ELECTRICAL PANEL. 0 PROPOSED SPRINT BTS CABINET. EAT EXISTING SPRINT BATTERY CABINET. EXISTING SPRINT SITE LIGHT. 6AT EXISTING SPRINT BATTERY CABINET. EXISTING SPRINT SITE LIGHT. PROPOSED SPRINT BATTERY BACKUP CABINET. Fwe EXISTING SPRINT POWER CABINET. • • ...1 EXISTING SPRINT MAIN GROUND BUS BAR. Fwr+ EXISTING SPRINT POWER CABINET. 17' EXISTING SPRINT MAIN GROUND BUS BAR. O PROPOSED FIBER AND DC DISTRIBUTION BOX. - ?'S EXISTING SPRINT PRIMARY BTS CABINET. O EXISTING SPRINT ELECTRICAL METER. F 6'S EXISTING SPRINT PRIMARY BTS CABINET. EXISTING SPRINT ELECTRICAL METER. ---- PROPOSED FIBER AND OC CONDUIT. • w: EXISTING ELECTRICAL TRANSFORMER. EXISTING SPRINT CPS ANTENNA. xr MF EXISTING ELECTRICAL TRANSFORMER. OO EXISTING SPRINT GPS ANTENNA. - - - r I EXISTING STEPDOWN TRANSFORMER - EXISTING EPDOWN TRANSFORMM ER EXISTING PLATFORM WITH STEEL GRATE. -. - EXISTING SPRINT iDEN EQUIPMEIST — — i SHELTER TO REMAIN. _j - I EXISTING SPRINT iDEN EQUIPMENT I SHELTER, EXSTING PH -24 CABINET TO BE'' I EXISTING MGB. CONTRACTOR TO VERIFY EXISTENCE AND SPACE REMOVED. R/' AVAILABLE. IF NEW MGB REQUIRED. INSTALL PER DETAIL i SSU 3/A-5. - - e - - ---- -PROPOSED 60ECv2 BSU CABINET TO BE MOUNTED ONTO EXISTING STEEL FLATFORM; SEE DETAILS 1/A-5 & 4/A-5. — -7 EXISTING CABLE BRIDGE. '.I P _ STS PROPOSED - - - - 9928 BTS CABINET TO BE MOUNTED ONTO EXISTING 3.0 BTS EQUIPMENT CABINET EXISTING1/A-5 —I - �I - — STEEL PLATFORM; SEE DETAILS k 5/A-5. TO BE REMOVED AND REPLACED. _.. ! ' PROPOSED (2) 1-1/2.0 LIQUID '_ TIGHT FLEXIBLE CONDUITS FOR POWER AND FIBER; SEE SHEET nV/n1 �A�,O J E-1. PROPOSED3) HYBRIFLEX 1-1/4-0 CABLES FROMPROPOSED SPRINT Q { S l-��� �7 JUNCTION 80X TO ANTENNAS -, MOUNTED ON MONOPALM. SEE SHEET E-1. - PROPOSED SPRINT JUNCTION BOX, CONTRACTO FIELD ___ _ •-' "- LOCATION; SEE SEESHEET A -6I TO BE = TELCO TELCO ?, - MOUNTED TO EXISTING SCREEN WALL; i I ELEC _ ELEC � SEE DETAIL 2/A-5.1. PROPOSED SPRINT FlMV EQUIPMENT TO BE INSTALLED; SEE \ SHEETS AAV -0, AAV -1 h AAV -2. 10'-4" G W k� girt 3 ^ EXISTING EQUIPMENT PLAN 11X17 SCALE: 1/4"=1'-0" i PROPnSEn PIN IIPMF-NT PI AN 11X17 SCALE: 1/4"=1'-0" 2X34 SCALE SIALt: 7/Z"=1 -U I22X34 SCALE" 1/2"=1'-0"I u 1' 2' 4' I I �� 0 1' 2 4 I 1 ' Sprint Alcatel -Lucent NEAUS Jeffrey Rome & Associates, Inc. Architecture a Telecommunications 1San Joaquin Ploza, Suite 250 Newport Beach, Colifornio 92660 Phone: (949) 760-3929 Fas: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 1007[ CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET " YL fCl * C-020876 # SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: A-2 Aft ANTENNA LAYOUT PLAN NOTES ANTENNA LAYOUT PLAN NOTES 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO (E) EXISTING ANTENNA E 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO EXISTING ANTENNA CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE ( ) AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED. CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE (N) PROPOSED ANTENNA AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED. (N) PROPOSED ANTENNA 2. ALL ANTENNAS MUST BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING OR POLE. .ate `3 If �1 g �• yV 3• (E) CDMA / l�p"yc / (E) CDMA EXISTING SPRINT CDMA ANTENNA, (3) TOTAL (E) IDEN / (E) MEN I \ /' 1 \ // 1 / 3• p. (E) !DEN \ II \ V _, i I RVAPOSED SPRN 1900 MHz RRH; V v1 l I i� (1) PER SECTOR, (3) TOTAL; SEE V v I I V I/ l \ ! / (E) MEN DETAILS 2/A-7 AND 3/A-7. \ �� (E) MEN / /(N) 1900 MHz \ EXISTING MONOPALM. ANTENNA \ ��\ EXISTING MONOPALM. _ � \ \\ 0 O N) 1900 \\/ O 0 MHz RRH O \ 0 1 I O _ O _ 9 (N) 1900 / (N) 1900 O MHz RRH / MHz (E) IDEN (E) COMA 6� / ANTENNA (E) CDMA o 0 0 (E) MEN (N) 1900 (E) IDEN (E) IDEN MHz RRH EXISTING ZEN ANTENNA, (9) TOTAL (E) iDEN (E) IDEN C \ / ! I SPRINT 1900 MHz ANTENNA, (E)IDEN 1) PER SECTOR, (3) TOTAL; SEE DETAILS 2/A-7 AND 4/A -7.( N) (N) \ ^ \ 1 \ \ \ (E) MEN 1 \\/ 1 V. �MHz NA / �/.\/I (E) IDEN \\ \ \ MUM-- 400 CPS ANTENNA PROPOSED..9PRMif OPS ANTENNA: 1 / TO BE REMOVED AND 1 REPLACED. VERIFY LOCATION. SEE DETAILS 1/A-5.1 k 3/A-5.1. (E) CDMA (E) CDMA EXISTING CABLE TRAY. PROPOSED SPRINT 1-1/4.0 HYBRIFLEX, pF41 ROUTED IN EXISTING CABLE TRAY (3) y Sfc TOTAL, (1) PER SECTOR. "C 12aR � 0 MH, 1�CTOR 2. yti �O� sfo-pR I �(% `� a ro o� pfN SP .C�1'' q�4~o •h Cp 72a, �. m 11X17 SCALE: 1/4•=1'-0• 2 PROPOSED ANTENNA LAYOUT PLAN 11X17 SCALE: 1/4'-1--0- EXISTING ANTENNA LAYOUT PLAN 2X34 SCALE: 1/2•=1,-0• 0 2• 4 2X34 SCALE: 1/2-=1'. 0 1' 2' 4 - Sprint' Alcatel -Lucent Q NEAUS �J RA Jeffrey Rome & Associates, Inc. Architecture kTelecommunlcallons 1 San Joaci In Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 fax: (949) 760-3931 SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LAYOUT PLAN SHEET NUMBER: i A-3 a REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 BOX CD REVIEW MA 2 05/24/12 1008 CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LAYOUT PLAN SHEET NUMBER: i A-3 a TOP OF EXISTING MONOPALM. `+' TOP OF EXISTING MONOPALM. �1 II .It 75.00 A.G.L. v �I 75.00 A.C.L. EXISTING 4'-8" SPRINT ANTENNAS ( EXISTING 4'-6" SPRINT ANTENNAS MOUNTED ON MONOPALM. MOUNTED ON MONOPALM. � v d - � _ 'TOP OF PROPOSED SPRINT ANTENNAS. TOP OF EXISTING SPRINT ANTENNAS. t - ` 65.00 A.G.L. f 65.00 AG.L. PROPOSED 6'-0" SPRINT 1900 MH2 ANTENNA, PAINT TO MATCH EXISTING - _ OF EXISTING SPRINT ANTENNAS, ANTENNAS. MOUNTED i0 EXISTING EiR OF PROPOSED SPRINT ANTENNAS. 62.66 AG.L. MONOPALM (SECTOR "1" O 45' AZIMUTH), 63.20 A.G.L. PROPOSED SPRINT 1900 MHz RRH; /I (1) PER SECTOR, (3) TOTAL. EXISTING MONOPALM. EXISTING MONOPALM. PROPOSED (3) HYBRIFLEX CABLES . — ROUTED INSIDE MONOPALM. EXISTING SPRINT EOUiPMENT EXISTING SPRINT EQUIPMENT ENCLOSURE. ENCLOSURE. EXISTING SPRINT EQUIPMENT PROPOSED SPRINT CABINETS. p EQUIPMENT CABINETS. .o I ` I � � /—_—_ — —— ea EXISTING CABLE TRAY. c -;E' t EE G ZZ G � � I �I TOP OF F,S. -fI TOP OF F.S. l 0.00 AG.L 0.00 AG.L EXISTING NORTH ELEVATION 1x17 SCALE: 3/32-=1'-0• 1x17 SCALE: 3/32"=, —0- ^2x3T 3• 6' PROPnCFn KJOPTH FI FVATInN ') ,i "--1'-0- 2x34 SCALE: 3/16"=1'-0- 0 3' 6' 12 1 Sprint Alcatel -Lucent Q NEAUS �J RA Jeffrey Rome k Associates, Inc. Architecture t Telecommunications I Son Joaquin Plaza, Suite 250 Newport Beach, Calif or a 92660 Phone: (949) 760-3929 Fax: 949 760-3931 REVISIONS REV. DATE DESCRIPTION $NIT. 1 04/19/12 90S CD REVIEW MA 2 05/24/12 toot CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET C> * C-020676 U?�lE 0' CAL1F� SITE INFORMATION: RV54XC5O4 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: NORTH ELEVATION SHEET NUMBER: F— i z A-4 X11. Sprint P Alcatel -Lucent f NEAUS .J RA Jeffrey Rome dl Associates, Inc. ArchitectureA Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Faz: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 100% CD'S GA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET * C-020676 # OF CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUI CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SOUTH ELEVATION o SHEET NUMBER. z A-4.1 All Ammk ,y TOP OF EXISTING MONOPALM. 75.00 A.G.I. TOP Of EXISTING MONOPALM. II 75.06 A. :.L l �, I EXISTING 4'-8" SPRINT ANTENNAS l MOUNTED ON MONOPALM. I - -- EXISTING 4'-6" SPRINT ANTENNAS MOUNTED ON MONOPALM. TOP OF EXISTING SPRINT ANTENNAS. -' � TOP OF EXISTING SPRINT ANTENNAS. 65.00 A.G.L. � I 66.20 AG.L PROPOSED 6'-0" SPRINT MHZ CENTER Of EXISTING SPRINT ANTEN - a/ CENTER EXISTING SPRINT ANTERNAS. ANTENNA. PAINT TO MATCH1300 EXISTING. 62.66 A.G.L _ 63.20 A.G.L. - - MOUNTED TO EXISTING MONOPALM (SECTOR "Y O 100' AZIMUTH). �\ /e PROPOSED SPRINT 1900 MHz RRH; (1) PER SECTOR, (3) TOTAL. PROPOSED 6'-0" SPRINT 1900 MHZ ANTENNA, PAINT TO MATCH EXISTING. MOUNTED TO EXISTING MONOPALM (SECTOR "3" O 180' AZIMUTH). EXISTING MONOPALM. - — EXISTING MONOPALM. PROPOSED (3) HYBRIFLEX CABLES ROUTED INSIDE MONOPALM. EXISTING SPRINT EQUIPMENT EXISTING SPRINT EQUIPMENT ENCLOSURE. ENCLOSURE. / EXISTING SPRINT EQUIPMENT CABINETS. o PROPOSED SPRINT n i' / — � n�� EQUIPMENT CABINETS. - — _---T---------- - - ----------------------- ill EXISTING CABLE TRAY. TOP OF F.S. _ I e TOP OF F.S. S 0.00 AG.L. 0.00 A.G.L EXISTING SOUTH ELEVATION 11x17 SCALE: 3/32"=1'-0" 1x17 SCALE: 3/32" 1 �2AJY SCALE: PROP(�CFn �C)I ITH FI FVATION 3/16"=V-0"0 3' 6' ,2 2x34 SCALE: 3/16"=1'-0" 0 ' 3' 8121 1 X11. Sprint P Alcatel -Lucent f NEAUS .J RA Jeffrey Rome dl Associates, Inc. ArchitectureA Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Faz: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 100% CD'S GA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET * C-020676 # OF CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUI CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SOUTH ELEVATION o SHEET NUMBER. z A-4.1 Sprint Alcatel -Lucent NE),JUS �J RA Jeffrey Rome aI Associates, Inc. Architecture h Telecommunications 1 Son JoaquinPlaza, Suite 250 N..Port Beach, California 92660 Phone:(949 760-3929 fax: (949; 760-3931 REVISIONS wi D 1 D4/19/12 2 05/24/12 1w GALVANIZED STEEL. (CONTRACTOR TO FIELD VERIFY ACTUAL SIZE AND LOCATION) NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET INSULATORS, NEWTON INSTRUMENT CAT. N0. 3061-4 2'-11 1 V B "t C 2'-7' e B 0 0 BUS 'MGB' 0 Q MASTER 0 0 0 O p Q O 0 0 0 0 0 0 0 0 Q 0 0 0 p 0 0 0 Q 0 0 0 5/8' LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. N0. 3015-8 5/8-11 X 1' HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 G 0 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 A #2 DOWN CONDUCTOR GNO � - 02 TO MAIN SERVICE GROUND ROD GROUND BAR (IF REQUIRED) SCALE: /1 V( NONE BTS CABINET — NEW BATTERY CABINET — NEW MODEL: ALU 9928 WEIGHT: 1074 LBS (AT FULL CAPACITY) DIMENSIONS (WxOxH): 35.4"07.8%75.8" ECWxDxH MODEL: ALU 60ECv2 2 DIMENSIONS: ALU31"6C DIMENSIONS ( ) 425 LBS (2,425 LBS WITH BATTERIES) 2'-11 1/2- 2'-7' 2'-6- (N) CONDUIT n m Coy O (N) 9928 CABINET CA BATTERY O CABINET 0 ELEVATION A ELEVATION C ELEVATION A ELEVATION C NOT USED SCALE: ^ L NONE (N) EQUIPMENT CABINET. ` (N) CONDUIT -.. 0 I e (E) STEEL GRATE. � (N) 9928 CABINET (N) 1/2.0 MACHINE BOLTS WITH STAR WASHERS. TORQUE TIGHT TO MAINTAIN GROUND CONNECTION. (N) BATTERY CABINET 2'-11 1/2' 3' 6' 2'-8' '®®®®' (E) STEEL FRAME. ELEVATION D ELEVATION B ELEVATION D ELEVATION B BTS CABINET SSE' 5NONE L./ BATTERY CABINET SCALE: A 'T P-0111PUP-NT AMrrunRer-,r `t"' - r • •' 1ve 1ve %"W 116— SCALE: NONE NONE NONE Sprint Alcatel -Lucent NE),JUS �J RA Jeffrey Rome aI Associates, Inc. Architecture h Telecommunications 1 Son JoaquinPlaza, Suite 250 N..Port Beach, California 92660 Phone:(949 760-3929 fax: (949; 760-3931 a SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA. CALIFORNIA 92253 RIVERSIDE COUNT' SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: 1 z A-5 REVISIONS REV. DATE DESCRIPTION INR. 1 D4/19/12 2 05/24/12 90% CD REVIEW MA 100% Co's CA NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET a SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA. CALIFORNIA 92253 RIVERSIDE COUNT' SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: 1 z A-5 Sprint Alcatel -Lucent Q NEAUS .J RA Jeffrey Rome & Associates, Inc. Architecture ! Telecommunications 1 Son JoaquinPioza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 yri7"' L e * C-020876 or CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: DETAILS SHEET NUMBERF_ : Z A-5.1 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CO REVIEW MA 2 05/24/12 100% CD'S CA NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET yri7"' L e * C-020876 or CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: DETAILS SHEET NUMBERF_ : Z A-5.1 HICYOCK MOUN- 3'-8 3116" TGF \A" 6 9�" MccwwKia CRDUND:J4 sne •,r>Ew BCTTGM. VE.h! FR01 \qEMVv-rH oocR REhSrib 7C S1I0'N DErA L. To Tp er I Uri Sum 'vliw CUT AWAY To SHOW FIBER BO:XHIIIAD DETAIL DIS'rwoulnoN BOX DETAIL FRo i"'V 1ZN VA7 FH rnor NVA01vE_1 70 SFI:Y:: LErAL DISTRIBuT1oN Box INSTALL COMPLETE VIEW -1 SCALE �t DOSTING OR NEW N-iRADAE Sector and Cable Color Code Frequency Color Code (Sprint; Scenario Specific) RFS Color Code H F11 -Fiber Pair 1 F1) HF11-Fiber Pair 2JF4 F2 HF11-Finer Pair 3F3 HF11-Fier Pair 4HF11-Fi erPair5F HF21-Fi erPairlFHF21-Fiber Pair 2F HF21-Fiber Pair 3F3HF21-Fiber Pair 4F4HF21-Fiber Pair 5F5 HFIi-Fiber 1-FiberPairi F1 H F1 -Fiber Pair 2- F HFPair3 F3HF1-FiberPair4 4HF1-Fiber Pair 5 F5 eFIBER CONNECTION Sector and Cable Color Code Frequency Color Code (Sprint/ Scenario Specific) RFS Color Code Group A Power Group A Returns RETURNS STACKED Group A Power Input from BTS Cabinet (Battery and Return) Group B Power Input from BTS Cabinet (Battery and Return RLTIIRIIS Group B Returns STA CKLD Group B Power Adlbk DC CONNECTIONS DETAIL I-1 ScALE N.T.S. REAR of Distribution Box NOTES: - Dist^bution Box is fitted with 50'011 112" Liq.Iid- tig^t conduit and con^ectors. This s`+ou:d'ae- • SOlit in half (25' Berl • terminated to the Distribution Box as s -own, • ran to and coi:ed as c:ose to where the cabinet is going to be moulted as pOSS;b: e. Distribtit(on Box is kitted with 2AWG, power cable 35' x zea Runs red and zea. Rins black. This should be coiled and left is s Ce Distribution Box. BTS installation team will terminate t;qui&tight, run the fiber jumpers and power cab:es from BTS Cabinet to Distribution. Box. © NOTES I-1 !cAisN.4 Sprint' NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture 3 Telecommunications I Son Joaquin Plaza, Suite 250 ..,part Beach, California 92660 Phone: (949) 760-3929 rax: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 905 CD REVIEW MA 2 05/24/12 1005 CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET .� Y1, - * C-020876 4?�lf or GU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA DUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: JUNCTION BOX DETAIL SHEET NUMBER: z A -F 1900 DUAL APXVSRRI8—C—A20 MW ANTENNA COLOR: LIGHT GREY RAL7035 DIMENSIONS, HxWxD: 72" X 11.8" X 7' WEIGHT: TBD CONNECTOR: TBD 1900 DUAL APXVRWPI8—C—A20 ANTENNA COLOR: DIMENSIONS, HxWxD: WEIGHT: CONNECTOR: LIGHT GREY RAL7035 72" X 11.8" X 7' 57 LBS (2) 7/16 DIN FEMALE SIDE VIEW (N) PANEL ANTENNA; - SEE DETAILS 4/A-7 k 6/A-7. (N) DOWNTILT ANTENNA MOUNTING BRACKET & HARDWARE BY ANTENNA MANUFACTURER. (E) CROSSAR (N) 3"#x6' -C STD. PIPE TO ^aa o00 �Y ooa aao BY ANTENNA ANTENNA BY 11.8" 7" 11.8" �. T (N) JUMPER 1900 MHz ANTENNA NOT USED SCALE: SCALE: w NONE 6 1900 MHz ANTENNA NONE 4 1900 MHz RRH MANUFACTURER: RFS MODEL: TBD WEIGHT: TBD TOP VIEW 4 e n SIDE VIEW SCALE: NONE 6 11900 MHz RRH 1 1.8,• r r FRONT VIEW SCALE: ^ INNING I v{ FRONT VIEW 1900 MHz ANTENNA MOUNT DETAIL SIDE VIEW (N) 1900 MHz RRH; SEE DETAIL 3/A-7. (E) CROSSARM. ATTACH (N) PIPE WITH A PIPE TO PIPE ATTACHMENT. WHEN OCCURS. (N) 3'#x2'-6" LONG GALVANIZED STD. PIPE. - (M) JUMPER CABLE. 1 qnn MHz RRH rani INT nrTAIL FRONT VIEW REAR VIEW SCALE: NONE L REAR VIEW NOTES: 1. ALL STEEL TO BE HOT DIPPED GALVANIZED. SCALE: NONE Spri net Alcatel -Lucent NEAUS �J RA Jeffrey Rome do Associates, Inc. Architecture k Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone. (949 760-3929 Fax: (949 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 100% CD's CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET L * C-020876 or CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA DUINTA. CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA AND RRH DETAILS IN SHEET NUMBER: Sprint' Alcatel -Lucent NEXIUS .J RA Jeffrey Rome k Associates, Inc. Architecture a Telecommunications 1 San Joaquin Plaza, Sulte 250 Newport Beach, California 92660 Phone:(949)) 760-3929 Fax: (949) 760-3931 Product Data Sheet 11-111131114-11-081.14-M5J REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW IAA HYBRIFLEXTm RRH Hybrid Feeder Cabling Solution, 1-1/4", Multi -Mode Fiber 100% CD's CA Product Description NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET RFS' HYBRIFLEX Remote Radio Head (RRH) hybrid feeder cabling solution combines optical fiber and DC power for RRHs in a single lightweight aluminum corrugated cable, making It the world's most Innovative solution for RRH deployments It was developed to reduce Installation complexity and costs at Cellular sites HYBRIFLEX allows mobile operators deploying an RRH architecture to standardize the RRH Installation process and eliminate the need for and cost of cable grounding. HYBRIFLEX combines optical fiber (multi -mode or single -mode) and power In a single corrugated cable It eliminates the need for junction boxes and can connect multiple RRHs with a single feeder Standard RFS CELLFLEX• accessories can be used with HYBRIFLEX cable Both pre-connectorized and on-site options are available FeaturesIBenefits • Aluminum corrugated armor with outstanding bending characteristics - minimizes installation time and enables mechanical protection and shielding `• • Outer conductor grounding - Eliminates typical grounding requirements and saves on installation costs woof • Lightweight solution and compact design - Decreases tower loading • Robust cabling - Eliminates need for expensive cable trays and ducts • Installation of tight bundled fiber optic cable pairs directly to the RRH - Reduces CAPEX ii and wind load by eliminating need for interconnection • Optical fiber and power cables housed in single corrugated cable - Saves CAPEX by standardizing RRH cable installation and reducing installation requirements • Outdoor polyethylene jacket - Ensures long-lasting cable protection I Technical Specifications Figure 1: HYBRIFLEX Series Outer NOT USED SCALE: ^ NONE Conductor Armor CorruWtedAluminum [mmOn)] 360(142)Aluminum OC L Jacket: Polyethylene PE fmmOn)l 390(154) Uy -Protection. Individual and External Jacket Yes Mechanical PropertlK Weight. Approximate [kdm (Ibftj] 1.610.08) PEJUV external racket Power cable with an Minimum Bending Radius. Single Bending [mm !in)] 200 (8) ntemai jacket (PEM) a Minimum Bending Radius, Repeated Bending [mm 60) 500 (20) ` Recommended/Maximum Clamp Spacing [m (ft)] 1.0 / 12 !3 2S 14.0) tiectrrcal Propurbes o 0 DC -Resistance Outer Conductor Armor KAM (fL1000ft)] 0-9(0.27) DC -Resistance Power Cable, 8 4mm (SAWG) If)Am (oil000ft)] 2.1 (064) P frill/ Op1rC PIOpe/11K W Version Multi -mode i S E Quantity, Fiber Count 5 pairs Core/Clad [um] 50/125 Pnmary Coating (Acrylate) [um] 245 f Buffer Diameter, Nominal [um] 900 e d Secondary FYotecton, Jacket Nominal Imm (in)] 2.0(0.08) Standards (Meets or exceeds) UL94-V0, UL1666 Optical cable (pair) RoHS Compliant wlth an internal OC Power Cable Properties Jacket (PEIUV) Size Imm (AWG)I 8.4(8) Quantity, Mire Count 8 (4 pairs) Fi ure 2: Construction Detail 9 18 Type UV protected Strands 19 Primary Jacket Diameter, Nominal [mm Gn)] 6.1 (0.2 x Standards (Meets or exceeds) ICER S-95-658 ICEA T-29-520 UL Type XHHW-2 `- UL VW -1 IEEE -383(1974) e ROHS Compliant Environment Installation Temperature [•C 001 -40 to +65 (40 lot 49) Operation Temperature [•C (•F)1 -40 to +65 (-40 tot 49) • It. oat, n prom -4 Ariel wbea t ki dwW- z RFS The Clear Choice• HB114-1-08U4-M5J Rer. P3 Print Date: 28.7.2011 Please visit us on the hrternat at httpclMrww.rhtArodd.com Radio Frequency Systems HYBRIFLEX 1 1/4-0 SPECIFICATIONSI SCALE: NOT USED SCONE' xvNE I I I I I Sprint' Alcatel -Lucent NEXIUS .J RA Jeffrey Rome k Associates, Inc. Architecture a Telecommunications 1 San Joaquin Plaza, Sulte 250 Newport Beach, California 92660 Phone:(949)) 760-3929 Fax: (949) 760-3931 Y j IccC! * C-020676 $,rrf or CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: FEEDER CABLE SPECIFICATIONS SHEET NUMBER: F_ i A-8 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW IAA 2 05/24/12 100% CD's CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET Y j IccC! * C-020676 $,rrf or CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: FEEDER CABLE SPECIFICATIONS SHEET NUMBER: F_ i A-8 ,Row low N JUMPER_CABLES. N 6 INSULATED GROUND FOR EACH N ANTENNA ILII ATTACH PER MANUFACTURERS SPECS. IIII -- - --- (N) (1) 1900 MHz IIII ANTENNA AT SECTOR "1". IIII IIII N 6 INSULATED GROUND FOR EACH N RRH. IIII ATTACH PER MANUFACTURERS SPECS. N 1 1900 MHz RRH 1IIIITTi PER SECTOR. I I I I � IIII (N) SPRINT COAX JUMPERS. I I I I (N) (1) 1900 MHz RRH I PER SECTOR. I (N) HYBRIFLEX CABLE. I E ANTENNA GROUND 8U5 AGB I I AT INDIVIDUAL SECTOR - 4'X12'%1/$ SOLID COPPER I I I INSULATED GROUND I I � � (N) 1-1/4'0 HYBRIFLEX I I CABLES. (1) PER SECTOR. I I (E) CABLE TRAY/MONOPALM. I I I I I I E ANTENNA GROUND BUS AGB AT BASE NEAR \\ EQUIPMENT - 4 12 X1 4 SOLID COPPER \ E 1' FLEX C. 1#2 SOLID 842E TINNED COPPER SECTOR "1' CAD WELDED TO AGB AND (N) MAIN GROUND ROD E------------------ --- \ ' SECTOR 2' \ \ I \ I SECTOR '3' \ I I \ I I I - E MAIN GROUND ROD, VERIFY TED TO I I I I I _ GROUND RING AND MEETS 5 OHMS I I I I I (E) 1" FLEX C. 1/2 SOLID BARE TINNED COPPER I I CAD WELDED TO MGB AND (N) MAIN GROUND ROD I I IIII IIII o 0 o c o MMMOUNTERDONEAR EAR EQCABINETS. SULAT D G II IIII SPRINT FIBER AND DC EU LECTRICAL PANEL GROUND BUS JUNCTIONBOX. I \ (E) TELCO GROUND BUS I I �'� (N) (2) 1-1/2'0 LIQUID I N 2 INSULATED GROUND OR AS SPECIFIED I I TIGHT FLEXIBLE NDUITS. BY EQUIPMENT MANUFACTURER. FOR POWER/ FIBER. (E) /2 INSULATED GROUND OR AS SPECIFIED BY EQUIPMENT MANUFACTURER. I W N FIBER RUNS TO TERMINATE AT E CABINET. d (N) SPRINT BTS CABINET. O (N) SPRINT L''I JUNCTION BOX U' (E) SPRINT IZ_I-- VI I I EQUIPMENT W I I TELCO FEED, MODIFY (N) SPRINT / AS REQUIRED. AS BATTERY BTS CABINET I CABINET I% I (E) OC CONDUCTOR, I MODIFY AS REQUIRED. GENERAL NOTES: I (E) DC POWER SOURCE 1. SPLICE GROUND CONNECTIONS. WITH (E) BREAKER, MODIFY 2. FOLLOW COAXIAL CABLE MANUFACTURES RECOMMENDATIONS (TYPICAL) AS REQUIRED. 3. ALL INSULATED GROUND WIRES TO BE STRANDED, AWG WIRE UNLESS NOTED OTHERWISE. (E) TELCO SOURCE. 4. THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. S. NUMBER OF COAX IS DIAGRAMATIC. _ 6. EXISTING DIPLEXER'S AND EXISTING TMA'S NOT SHOWN FOR CLARITY. V 7. FOLLOW SPRINT STANDARD GROUNDING METHOD. COAX & GROUNDING SYSTEM SCHEMATIC SCALE: i DC/ FIRER/ MAY SINrI E I INF nlArZPAU SCALE: " I NONE I I ' i Sprint Alcatel -Lucent �1 NEAUS �J RA Jeffrey Rome do Associates, Inc. Architecture h Telecommunlcatione I San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 100% CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET L. * C-020976 �7tF (k CAU SITE INFORMATION. RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SINGLE LINE DIAGRAMS SHEET NUMBER: F— i E -1 m !' o Sprint LY W.vas /Aa!)11 1. Appends A- Coastal Cade Caa SChern, AN r aws 1hato -o*ed a a* top e^a oelc!^. a 1' cdDfta tw. Pond beg rdaea tool. C� CCCrea heal Wlllre(6dueg Cotawd NPe near be ubaaxed!rofn G•asAY Etcsvu: UY sobiAUblpl ar haatdmkse pefeered Tine first •ep Shag be daring (a the end of the able, arld 1' apaCe bab tart Nott Mtl The Lade a :.od cola thawl fie am: ed n —dance m ted. 1-I Table t- • ordy s ons 3 WClas W add beat secbm Net eaaty suPPMOd by add rig ne wrwrme nunaer of :abed nuts to Le,e roue cola code A'b• Ne cable SI.' a dt K "ehl the etOuency rota, Code tape 1--^. ms! be appletl fa tee spear neautrrty Oona s:s! an a poen Ine A ,gap shag smaN pe Cad. fl)10• mOe,ram de •reynncy rata tide Ylr 7 cola rng s for t,e heauer,q 2dr slag be placN nod No eaQ, other win e,0 spaces Eramples bl Ve sppacetlan d me cape ntl AtOse ny cola woes m sfw,n n rave t.I and 1-2 'AeaP T- Cotard tape a rtWrrxrmaf 3 L~res ararN the I [rasrkfattQ the ma. Aeeprq Oe tapg n we srn mea as mace, n Parretti. Tnswg sllou Fs removal d Nae ma est be laded a 9etdartd due to neatlNr Sprint )IN, a,eY... — 2. Appandt 8 - *bred Cable Cdor Scheme Kybnd ublt w4 'x mad:edu a amda a:rur As wr, cabk delepbed:a II Pt", 11 Seat- Te mae"t-k- of the bvtnd cAk WI NOT b< n arlad vab 6, 6egaeory cod. utbe bylodcabk to rmeae of fmquenaer Tbemdnndedpewa pars ad fiber cAles vdi be tabaed erdl, t oar IN, table AND frequency maAocg, See F,gae T-1 r me cop',: The 6b<s and copper cmeu re 1rd , rtprueaaarrc blone po,aNe <aefia,rahm Oase. fiber �dperef coact roc bnWua, ae pcmbie Sprint )I. .— 3. Append[ C - Rt1J ayld ComEkler Caelbltl Cao Nmpen comemat brarem rear ratio gym, combeerr, end mrea rlbe sorve ray we, nor Yr<atolor erode l,6da,t rcb emr "'he.;wnperr will Yee an apprapvre twrha prod'!abd m beep e6 ner Ore cteecwr The iabehhg ¢t,®ewetl Mdfaevesed by Om OID,A mrealireeo eeah Sed lab.l roll umqu.ly edmsfy each }unpdabl. Tam""OOY FIRST RIPM Ra1Y COLOR COOL Mel Yf11aW 1l001H YELLOW 19M 92 YELLOW RliE1lYlD YEILDW I�YlD YELLOW g/tTtl IYlD mew aER►s[ YlD VGA,w w ,1 Sprint )IIII, —.. 7- 1 co.er c•.Ne — -w. q,r.14-eu% r.r_:.re e.dtina . Apr, ; s H,- �1 j efu a a.sev, I.. L MYe..w I ^II I 1` M,RYIaw _11 �d_ywWrr' At-E.1_L r_wb wA<LY, Tea Sprint )II, --.— Re-'. : .,•__....r. Fe-.. :- _-.tee G:l c: ,.ode Exwn;:e £.xTae - Sedv : CaFt 2, 900„IR Ra60 • I Eaar,Ple - sectu J, =alt I 9091h": F 3l[ a "c. sTtr - 5syp 1 C Y e 4 BW T•p Peaoe aria t 33T ^z c aaa d l Sprint q... _. AS - 14 era c—A Noetea In ANTENNA LINE COLOR rOnF ANTMNA AND CABLE COLOR CODING (3 SECTORED / MULTIPLE RF CHANNELS) ASSUMING 8 LINES AND ANTENNAS SECTOR i ALPHA RRCTOR �rR1° O • y SECTOR' �> 1 BAND°q to �i�iP SECTOR 2 -> 2 BAND y �,• ®® ® r,`" SECTOR 3 => 3 BAND ® iUEN SECTOR 4 => 4 BAND SECTOR 5 => 5 BAND CDMA SECTOR 6 => 6 BIND rj WiMAX EXAMPLE ^ RMC'MR 2, CARAT 36 8000r RANO 01 -1011111111 S EXAM14A- SOCTCR k JI 1 f 1 RAI*O MH 01'ARRa • 06GTOR `R" CAs" 4e �ORRtt M AlA1 120tl Kmmlm 1. COLOR BAND TO BE 2' WIDE ON MAIN LINE. 2. SPACING TO BE 1- BETWEEN BANDS AMC 2" BETWEEN LINE AND TECHNOLOGY BANDS, NO SPACE BETWEEN TECHNOLOGY COLOR BANDS. 3. COLOR BAND ON JUMPERS 1' WIDE W/ 1' SPACE. 4. START COLOR BANDS 2' BEYOND WEATHERPROOFING - 5. START SECTOR COLOR NEXT TO END CONNECTOR. Sprint Alcatel -Lucent Q NEAUS �J RA Jeffrey Rome & Associates, Inc. Architecture a Telecommunicotlons 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: 949 760-3929 Fax: f949 760-3931 )C Y LL e * C-02097,6�dse J?�JF Qr CA SITL INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA DUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LINE COLOR CODING SHEET NUMBER: E-2 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW MA 2 05/24/12 100% CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET )C Y LL e * C-02097,6�dse J?�JF Qr CA SITL INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA DUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LINE COLOR CODING SHEET NUMBER: E-2 Sprint Alcatel -Lucent NEXIUS Jeffrey Rome R Associates, Inc. Architecture ✓f Telecom m u nicatione 1 San JoaquinPlaza, Suite 250 Newport Beach, California 92660 Phone:949) 760-3929 Fox: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/05/12 90% ISSUED REVIEW 18 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET e * C-020676 J?�fF (F CAU SITE INFORMATION: RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: i z AAV -1 I i 26.1 (11.61 3.0 11.5 16.5 4 X61.0 0 12.8 (31.0) ° (33.8) 27.7 (� 7.5 a e e o a 7,5 U 1J FRONT VIEW RIGHT SIDE VIEW 11x17 SCALE: NOT TO SCALE 11x17 SCALE: NOT TO SCALE NOT USED 24x36 SCALE: NOT TO SCALE 24x36 SCALE: NOT TO SCALE CUBE CABINET SPECIFICATIONS 3 MANUFACTURER: CHARLES MODEL: RL30008 DIMENSIONS: 27.7-(H) X 26.1-(W) X 16.5"(D) WEIGHT: APPROX. 150 LBS. MAX. (E) STEEL Posy. (21 GROUND BA f n pp 13i WIND LATE V V (N) SPRINT CHARLES U U I UNIVERSAL BROADBAND I r ENCLOSURE CUBE MOUNTED ONTO (N) UNISTRUT. (N) GALVANIZED UNISTRUT P1000. 1 r BOLT PER MANUFACTURES SPECIFICATIONS MINIMUM 3/8'0 M.B. AT EACH CORNER. I r r ATTERY TRAY EATER PAD ISOMETRIC VIEW USE 11x17 SCALE: NOT TO SCALE 11x17 SCALE: NOT TO SCALE 94x36 SCIALE NOT TO crAi r CUBE CABINET WALL MOUNTINr. f`I IRS realti�T CDE` r`I�If`AT1r1AIC �- ` I I L 122x34 SCALE: NOT TO SCALE v Sprint Alcatel -Lucent �l NEAUS �J RA Jeffrey Rome do Associates, Inc. Architecture d Telecommunications 1 Son JooquinPlaza, Suite 250 Newporl Beach, California 92660 Phone: 949 760-3929 Foz: 949 760-3931 REVISIONS REV, DATE DESCRIPTION INIT. 1 X04/05/12 90% ISSUED REVIEW IB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SITE INFORMATION. RV54XC504 LA QUINTA RESORT 49499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 RNERSIDE COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: Fi AAV -2