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MUP 2012-1043•FWAMMw » cod. 2 City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 {760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. �Z - Oy 3 Date Recvd. Es 4(-sL' L Fee: 475 (C>,64) Related Apps.: 01.1 y4 Logged in by: 4— PlaOning Dept."vi-le t APPLICATION 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.7 01t798-2 5 CITY, STATE, ZIP: San Marcos. CA 92069 Fax No. 2012 PROPERTY OWNER (If different): La Quinta 2 -SPC, LLC Contact: Corrine Brodsky C{7YOF i_A i ." . "(A (Print) MAILING ADDRESS: 3255 W. March Lane Phone No. 714-245-2510 CITY, STATE, ZIP:Stockton, CA 95129 Fax No. PROJECT LOCATION: 46600 Adams Street, La Quinta; CA 92253 PROPOSED USE AND /OR CONSTRUCTION (Including operational information): Sprint proposes to modify it's (F) antennas & n an (F) unmanned telecommunications facility which consist of installing (3) (N) panel antennas and (6) (N) RRH units behind (E) & (N) antennas Remove (3) (E) cabinets and install (2) (N) cabinets, (1) (N) J -box and fiber optic backhaul equipment Remove all (E) coax cable and install fiber optic cables using (E) coax route. Amtennas are located atop an (E) 72 foot high Monopalm. (attach sheets if need LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): APN: 649-020-054 Al Minor Use Permit 0 ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8 %2" x 11 sheet or folded down to 8'%2" x 11 ". ❑ 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�;� ' DATE / 8 NAME OF PROPERTY OWNER LA Quinta 2 -SPC, LLC and Managed by Crown Castle (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 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 (7 60) 777-7000 FAX (760) 777-7101 FILE COPY SUBJECT: MINOR USE PERMIT 2012-1043: 46-600 ADAMS STREET 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 46- 600 Adams Street, within the Storage USA site. 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. - 4. The proposed new antennas are designed tofunction 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 todefend, 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 2001-063 (CUP 01-063). 4. The applicant shall provide proper maintenance to the remaining Date Palms at the site, including irrigation improvements and proper trimming. 5. The applicant shall install new. faux palm fronds at the top of the tower 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. 6. 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. 7. New equipment shall be contained in the existing equipment shelter. • 8. New cables .running from the equipment shelter to the new antennas shall be contained within .the interior of the tower and shall not be visible from surrounding properties. 9. The applicant shall obtain a building permit for the City's building and Safety-Departrhe'nt (760) 777-7012. Approval of this Minor Use Permit application will not result in conditions --detrimental—to- -public—health,safety—and—general—welfare; - nor—injurioas--t6--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 Planning Commission by anyone provided they submit the necessary paperwork and filing fee. of $175.00 to this office within 15 days of approval of this permit.- Should ermit. Should you have any questions please contact me at (760) 777-7125. Sincerely, tf ti IC CEJAf Assistant Planner C: Greg Butler, Building & Safety Department AUG. 27. 2002 12 : 51 PM NO. 1206 P. 2 10-081L2001 10:li2am From-TELECO 'ESS SOLMONS 714 246 2615 • T-318 P.002/003 F-791 PLANNING COMMISSION RESOLUTION 2001 - CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2001 -063, SPRINT PCS OCTOBER 9, 2001 !CONDITIOX8 Of APPROVAL 1, The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), Its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. This indemnification shall include any award toward attorney's fees. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of an improvement or building permit, the applid;ant shall obtain permits and/or clearances from The following public agencies, or departments: • Community Development Department • Building and Safety Department • Riverside County Fire Department • Imperlal Irrigation District (IID) • Federal Communication Commission IFCCI • Federal Aeronautical Association (FAA) The applicant is responsible for any requirements of the permits or clearances from those jurisdictions. If the requirements Include approval of improvement plans, applicant shall furnish proof of said approvals prior to obtaining City approval of the plans. 3. Development of this site shall be in substantial conformance with Exhibits approved and contained in the file for Conditional Use Permit 2001-063, unless amended by the following conditions. 4. The applicant shall pay all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for the plan checks, permits, and inspections. C0NDG21M Sprint (q M0M Primed: Oelober 4, 2001 Page t of 2 006 AUG. 27.2002 12 : 51 PM NO 1206 P. 3 iu-ua-cuuI iv:6oum rra-TELECOM SS SOLUTIONS 714 245 2515 � T -91N H.uue10aa F-791 planning Commission ResohWen No. 2001._ Conditional USO Permit 2001-063, Sprint PCs October 9, zoo FIRE DEPARTMENT S. Prior to building permit issuance, final construction plans shall be submitted to the Fire. Department for review and approval. IMPERJAURRIGATION DISTRICT 6. Before any cranes, forklifts, or other aerial equipment are raised, please check for overhead wires pursuant to the provisions of California Title 8 (Electrical Safety orders). Non-qualified electrical workers can get no closer than 6 feet from I1D distribution lines and no closer than 10 feet from transmission lines. People operating boom type lifting or hoisting equipment can get no closer than 10 feet from IID distribution lines and not clasar then 17 feet from transmission lines. 7, If ground excavation is required, even for seemingly benign applications such as anchoring a tent, please contact Underground Service Alert (USA). This service is free of charge provided IDSA is given at least two working days' notice (800- 227-2600). , MISCELLANEOUS 8. A minimum of two 40 foot tall palm trees shall be planted in close proximity to the monopalm communication tower and vines shall be esplanade on the outside of the security walls in 15 -foot increments. An automatic timer irrigation system is required. B. A minimum of two service vehicle parking spaces Shall be provided, These apeces shall be signed to preclude use by other mini storage users. 10. Heavy gauge, opaque metal gates shall be Installed. Chain link fencing is not allowed. C0NDCUP63 Spritrt @AAtiartu Printed, 4ctobrr 4.2001 P -G fg/9-25 Page 2 or 2 007 SPRINT MODIFICATION PROJECT SITE RV54XC487 46600 Adams Street, La Quinta, CA 92253 APN 649-020-054 Ll 0 EXISTING FACILITY- MONOPALM EXISTING CABINETS within COMPOUND Sprint 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 h 25). • 2010 CALIFORNIA BUILDING CODE. • CITY/ COUNTY ORDINANCES. BUILDING OFFICIALS k 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 1-800-227-2800 AT LEAST TWO DAYS BEFORE YOU DIG CODE BLOCK IF APPROVAL SIGNATURE DATE REV. PROJECT MANAGER DESCRIPTION INIT. CONSTRUCTION MANAGER 04/19/12 90% CD REVIEW RF ENGINEER 2 05/24/12 SITE ACQUISITION CA 3 PLANNING CONSULTANT REVISED 100% CD'S CA PROPERTY OWNER SPRINT REPRESENTATIVE SIGNATURE BLOCK NETWORK VISION MMBTS LAUNCH STORAGE USA RV54XC487 CROWN SITE ID 879933 MONOPALM 46600 ADAMS STREET LA QUINTA, CA 92253 RIVERSIDE COUNTY SPRINT PROPOSES TO MODIFY ITS EXISTING ANTENNA AND EQUIPMENT IN AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. • INSTALL (3) (N) PANEL ANTENNAS. • INSTALL (6) (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. • REMOVE (1) (E) BATTERY CABINET. INSTALL (1) (N) 60ECv2 BBU CABINET. • INSTALL (1) (N) JUNCTION BOX. INSTALL F18ER 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: LA QUINTA 2—SPC, LLC 3255 W. MARCH LANE STOCKTON, CA 95129 CONTACT: CORRINE BRODSKY PHONE: (714) 245-2510 PROPERTY INFORMATION: ZONING CLASSIFICATION: CR—REGIONAL COMMERCIAL CAUFORNLA BUILDING CODE: 2010 EDITION EXISTING CONSTRUCTION TYPE: TYPE V-8 PROPOSED CONSTRUCTION TYPE: TYPE V—B EXISTING OCCUPANCY: S-2 PROPOSED OCCUPANCY: S-2 JURISDICTION: CITY OF LA QUINTA EXISTING USE: TELECOMMUNICATIONS PROPOSED USE: TELECOMMUNICATIONS LATITUDE: 33.711132' (33' 42' 40.0746" N) LONGITUDE: 116.28401' (116' 17' 2.4354" W) PARCEL NUMBER, 649-020-054 LEASE AREA: NO CHANGE IN EXISTING LEASE AREA PROJECT SUMMARY PROJECT ARCHITECT JEFFREY ROME 3 ASSOCIATES 1 SAN JOAQUIN PLAZA SURE 250 NEWPORT BEACH, CALIFORNIA 92660 CONTACT: CINDY AVALOS PHONE: (949) 760-3929 EMAIL: CINDYAOJRAINC.NET STRUCTURAL ENGINEER ZALZALI R ASSOCIATES WISSAM ZALZAJ PHONE: (949) 609-9559 EMAIL: WZALZAUOZA.ZALIANDASSOCIATES.COM CONSTRUCTION MANAGER: ALCATEL—LUCENT DAVE MURRAY PHONE: (951) 218-0497 EMAIL: DAVID.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—LUCENT.COM PROJECT MANAGER NEXIUS SOLUTIONS, INC. LIZ PETERSON PHONE: (925) 628-9324 EMAIL: ELIZABETH.PETERSONONEXIUS.COM RF ENGINEER: ALCATEL—LUCENT ZHEN TANG PHONE: TBD EMAIL: ZHEN.TANGOALCATEL—LUCENT.COM TELCO COMPANY: SPRINT POWER COMPANY: IMPERIAL IRFwAnON DISTRICT PROJECT TEAM THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE CORRECT SCALE ONLY WHEN THESE DRAWINGS ARE 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 Sprint Alcatel -Lucent Q NEXIUS ,J FSA Jeffrey Rome & Associates, Inc. Architecture h Telea rnmunications 1 San Joaquin Plaza,Suite 250 Newport Beach, California 92660 Phone: 949) 760-3929 Fan: 949) 760-3931 �IIG INt UNMAIIUN: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: i T-1 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW JJV 2 05/24/12 1001 CD'S CA 3 05/25/12 REVISED 100% CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET �IIG INt UNMAIIUN: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: i T-1 GENEW GUIDELINES I. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 20. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND A201 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' ARE ToFACILITIES AS REQUIRED BY THE PROPERTY OWNER, INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. SPRINT, AND THE CITY OR GOVERNING AGENCY. 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS 21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE EXEMPT FROM DISABLED ACCESS REQUIREMENTS. CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT 04/19/12 CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE 3. PRIOR TO THE SUBMISSION OF BIOS, THE CONTRACTORS PARTICIPATING HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. ELECTRICAL, MECHANICAL AND STRUCTURAL. INSTALLATIONS, AS WELL AS REVISED 100% CO'S WITH THE SPRINT CONSTRUCTION AND CONTRACT DOCUMENTS AND SHALL 22 THE LATEST E OF ALL PERMITTED AND APPROVED PIANS CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO THIS PROJECT PERTAINING TO KEPT INA PLAN BOX AND RALL BE BE PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR SHALL NOT BE USED BY WORKERS. CONSTRUCTION SETS DISCREPANCIES FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING. ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE MORE COSTLY OR EXTENSIVE WORK IN THE B10, UNLESS SPECIFICALLY PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT THE JOB SUPERINTENDENT. MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR 23 THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE CORRECTT ALL PROBLEMS THAT RESULT. MATERIALS ON A DAILEY BASIS, EXCEPT FOR THAT SPECIFIED AS REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER 4. DRAWINGS SWILL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING DIAGRAMMATIC ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEANUP UPON DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF ALL CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT CONDITION, FREE FROM PANT SPOTS, DUST OR SMUDGES OF ANY FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE NATURE AT COMPLETION OF WORK. ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF 5. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, NORMAL ACTIVITY, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 25. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED. 6. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT APPLICABLE TO THIS FACILITY AND PROJECT SITE. WITHIN CUSTOMARY TRADE PRACTICE IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE 27 PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT INTENDED TO SHOW THE END RESULT Of T THE DESIGN. MINOR LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION. INCLUDED AS PART OF THE WORK. 28. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC 7. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY ARTICLES 250 AND 810. 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 CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. B. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT 30. UPON COMPLETION OF CONSTRUCTION, SPRINT LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH LOCATIONS WITH SPRINT CONSTRUCTION MANAGER PRIOR TO PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ERICSSON RADIO SYSTEMS. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL 9. ALL SYMBOLS & ABBREVIATIONS USED ON THE DRAWINGS ARE ACCEPTANCE OF THE PROJECT BY SPRINT. CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE SPRINT 32. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE. 0. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE 33. NOTIFY SPRINT PRIOR TO ANY RF OR SITE CONCERNS 1-866-400-6040. THOSE IN THE COST OF THE WORK TO SPRINT. 1. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE IN THE SITE AND SHALL SUPERVISE AND DIRECT ALL WORK USING HIS BEST SKILL AND ATTENTION HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 2. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W. HIGGENS ROAD, SUITE 600 ROSEMONT, IL 60018 SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRIVE CHATILLY, VA 22021-1209 ITLP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER ROAD ST. PAUL MN 55114-1406 13. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 14. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGARS OR OTHER SUPPORTS FOR ALL ITEMS REOUIRING THE SURE. 15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. 16. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNERS, AND SPRINT PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF SPRINT, AND THE PROPERTY OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT UNDER THIS CONTRACT. 18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, OR CONTACT AN OUTSIDE AGENCY TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY SPRINT. ROOFING & WATERPROOFING NOTES 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAIUNG IS INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT PROJECT MANAGER IN WRITING. ULTIMATELY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS 2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR AND COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF PATCHING, NEW PENETRATIONS, ETC. 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. 4. IF IT DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATERIALS TO UKE-NEW CONDITION. CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES & FINISHES UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR APPROVED BY THE SPRINT CONSTRUCTION MANAGER IN ADVANCE. 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE ROOFTOP WALK PADS TO ALL NEW EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING. ON CONVENTIONAL ROOFING, THE WALK PADS SHALL BE "DUCK BOARDS' AS MANUFACTURED BY APC OR EQUAL. ON SPECIAL ROOFING SYSTEMS SUCH AS SINGLE MEMBRANE ROOFS WILL REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED BY NOTES 1 & 2 ABOVE. PENETRATION AT FIRE RATED ASSEMBLIES 1. AT THE SPRINT PROJECT MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE "HILT' HIGH PERFORMANCE FIRE STOP SYSTEM psw AT ALL FIRE RATED PENETRATIONS INSTALLED PER MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS. 2. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. WORK ENVIRONMENT 1 -CONTRACTOR AND CREW SHALL ABIDE BY THE UNITED STATES DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS (OSHA) AS DESCRIBED IN DSHA'S HANDBOOK OF GUIDELINES. 2.CONTRACTDR AND CREW SHALL ABIDE BY SPRINT SAFETY STANDARDS AS DESCRIBED IN SPRINT'S SAFETY HANDBOOK. PAINTING NOTES & SPECIFICATIONS A. GENERAL 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS SPECIFICALLY NOTED OTHERWISE. 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED. 5. ALL. PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1. 7. FURNISH DROP CLOTHES, SHIELDS, MASKING AND PROTECTIVE METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILITIES. 8. APPLY PAINT BY AIRLESS SPRAY, SANDING UGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS INDICATED. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AT A RATE TO ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES WHICH ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES. B. PAINTING SCOPE 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH THE COATING SYSTEM INDICATED. PAINTING SCOPE mum ,�i96i+eeii ueMO6ic .�i o � ,.s ssesa o�c ' tinoau u� ,ru .m�nr caws C. COATING SYSTEM SPECIFICATIONS I DT STRUCTUFW SP A. GENERAL PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. 4. SHORING: IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF THE WORK UNTIL IT IS IN IT'S COMPLETED FORM. THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. 5. SAFETY: THESE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 6. WATERPROOFING: WATERPROOFING AND DRAINAGE, DETAILS AND SPECIFICATIONS, ALTHOUGH SOMETIMES SHOWN ON STRUCTURAL DRAWING ARE OF GENERAL INFORMATION PURPOSES ONLY. WATERPROOFING AND DRAINAGE ARE SOLELY THE DESIGN RESPONSIBILITY OF THE ARCHITECT. B. STEEL 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 3. STEEL PIPE COLUMNS SHALL BE GRADE "B' CONFORMING TO ASTM A53. 4. STEEL TUBING SHALL BE GRADE 'B' CONFORMING TO ASTM A500. 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. B. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 OIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3' B. CONCRETE IN CONTACT WITH EARTH, FORMED 2' C. WALL, EXTERIOR FACE 1-1/2" D. WALL, INTERIOR FACE 1' E. STRUCTURAL SLABS 3/4' F. JOISTS 3/4' G. BEAMS, GIRDERS & COLUMNS 1-1/2' 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER, 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3-1/2" THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, INSERTS, ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR IS ALLOWED. 14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM PERIOD. M ACRYUC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1MIL DFT PER 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER (B66A50). ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE -APPROVED. 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS 2. 10OX ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. WILLIAMS CO. 1 MIL OFT PER COAT APPLIED 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. I. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE N0. 1 PAINT &PRIMER 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE D. ANTENNAS A. 250 AMP WELDERS. DRAWINGS. PRIMER - KEM AQUA E61 -W525 B. ROD OVENS. TOPCOAT - COROTHANE If B65W200/B6OV22 C. GRINDERS. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE N0.2 GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS BTS CABINET PRIMER - KEM AQUA E61 -W525 TOPCOAT - COROTHANE II 865W200/B6OV22 COAXIAL JUMPER CABLES PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM AQUA WATER REDUCIBLE PRIMER ESIW25 REDUCED 25% TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W20O/B6OV2 RAW STEEL PRIMER - KEM BOND HS B5OWZ4, OMT ACRYLIC PRIMER TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B651A200/B6OV2 GALVANIZED METAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) STAINLESS STEEL PRIMER - OTM WASH PRIMER, 871Y1 TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 PRE -PRIMED STEEL TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS, SSOWZ4 ALUMINUM & COPPER PRIMER - DTM WASH PRIMER, B71Y1 TOPCOAT - 2 COATS COROTHANE It POLYURETHANE B65W200/B60V2 CONCRETE MASONRY PRIMER - PRO MAR EXTERIOR BLOCK FILLER TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH CONCRETE STUCCO(EXISTING) 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH STUCCO PRIMER - PRO MAR MASONRY CONDITONER 8-46-W21000 TOPCOAT - SUPER PAINT A-80 SERIES A-89 SATIN A-84 GLOSS WOOD PRIMER - A-100 EXTERIOR ALKYD W0090 PRIMER Y -24W20 TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO MATCH ADJACENT SURFACES FIELD CUTS/DAMAGE(PRIOR TO PRIME & PAINT) FIRST & SECOND COAT - CUPRINOL CLEAR WOOD PRESERVATIVE 0158-0356 ALL PENETRATIONS INTO FINISHED CLU -LAMS SHALL BE CAULKED WITH "SIKAFLEX" SEALANT STEEL TOUCH UP STEEL THAT HAS BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT 7. NO BUZZ BOXES SHALL BE USED. S. ALL STRUCTURAL STEEL SHALL MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. 0. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. 1. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS SPECIFICALLY NOTED "FULL STRESS" AT END OF WELD SYMBOL. C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: LOCATION STRENGTH WT. SLUMP ADMIXTURE A. SLAB&FOOTING 3000psi 150pcf 4' NONE 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPT. 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PERFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS: #4 & SMALLER BARS.................GRADE 40 #5 & LARGER BARS ...................GRADE 60 ALL BARS AT CAISSON FOOTING... GRADE 60 4. CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKAU, CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING: A. FOUNDATIONS & SLABS 9' OR LESS: 3/4" GRAVEL B. PIER/CAISSON FOOTING: 1" GRAVEL. 6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S4S. 2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR. 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SIDE UP. 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, UNLESS NOTED OTHERWISE ON THE PLANS. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND SHALL CONFORM TO PS 1-83. 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION. 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A DIAMETER EQUAL TO 75% DIAMETER OF BOLT. 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN APPROVED BY THE STRUCTURAL ENGINEER. 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. 14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS A LUMBER SPECIES: ALASKAN YELLOW CEDAR (AC.) CONFORMING TO 20F -V12 B. STRENGTH PROPERTIES: Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. Fb TOP FIBER BENDING STRESS 1000psi MIN. Fv SHEAR STRESS 190psi MIN. Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560ps; MIN. E MODULES ELASTICITY 1400ksi MIN. C. CAMBER TO RADIUS OF 160U U.O.N. D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/RITC A190.1 AND ASTM D3737. \iR, Sprint �. NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fox: (949) 760-3931 JO L�rF�i * C-020676 OF GU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA. CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SPECIFICATIONS AND NOTES SHEET NUMBER:F_ i z T-2 a REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW JJV 2 05/24/12 100x CO'S CA 3 05/25/12 REVISED 100% CO'S CA [1:::::d NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET JO L�rF�i * C-020676 OF GU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA. CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SPECIFICATIONS AND NOTES SHEET NUMBER:F_ i z T-2 a BATTERY INFORMATION/ NOTES: IRW MATTERY MFG: EAST PENN MANUFACTURING A. QUANTITIES OF 500 GALLONS OR LESS ARE REVISIONS EXEMPT PER TABLE 3-E OF THE 1997 MODEL NUMBER: 12AVR-14SL U.B.C. ELECTROLYTE CONTENT PER BATTERY: 2.17 GALLONS B. SINGLE VASSEL CAPACITIES OF 10 GALLONS 1 OR LESS, AND AGGREGATE QUANTITIES NOT ELECTROLYTE HAZARD CLASSIFICATION IN EXCESS OF 100 GALLONS ARE EXEMPT PER '07 C.F.C. (B.7% SULFURIC ACID): PER ARTICLE 64 OF THE 2007 C.F.C. CORROSIVE CA 3 C. QUANTITIES LESS THAN 50 GALLONS ARE NUMBER OF BATTERIES TO EXEMPT FROM C.F.C. ARTICLE 80, AND BE INSTALLED: 14 MAX (14 PER CABINET) SHALL NOT REQUIRE REMIT. TOTAL ELECTROLYTE CONTAINED D. ANY CHANGES OR ADDITIONS TO BACK-UP ON SITE (2.17 X 40): 85.8 GALLONS MAX BATTERIES MUST COMPLY WITH 2007 C.F.C. ARTICLE 64, AND SHALL NOT CONTAIN ELECTROLYTE QUANTITIES IN EXCESS OF 50. FIRE DEPARTMENT NOTES: 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN ADVANCE. 2. A CFC PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD -ACID BATTERIES IS NOT REQUIRED FOR THE QUANTITIES ON SITE. 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: CLASS 1 WATER REACTIVE LIQUID TOXIC LIQUID CORROSIVE LIQUID OTHER HEALTH HAZARD LIQUID 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. 8. 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 CONTRASTS TO THE SIGN BACKGROUND, AND SHALL BE PROMINENTLY DISPLAYED. 12. REQUIRED SIGNAGE SHALL INCLUDE BUT MAY NOT BE LIMITED TO. APPLICABLE TYPES FROM EXAMPLES SHOWN HEREIN; SEE DETAILS 1, 2, AND 3. SITE IDENTIFICATION SIGNAGE REQUIRED NFPA SIGNAGE IN CASE OF EMERGENCY" -CALL- 1-866-400-6040 SITE NUMBER: RV54XC487 SITE NAME: STORAGE USA SITE IDENTIFICATION SIGNAGE 131 41� Warning Corrosive HAZARDOUS MATERIAL STORAGE AREA HAZARDOUS MATERIAL SIGNAGE 121 QCAUTiON Beyond this point Radio frequency fleids at this site may exceed FCC Fules for human exposure Foo root "ally. obey as posted signs acrd %ee 0utl Yetis ter wetting in radte frequeWif ewlionments. a. A IRF lqIr NAGE ■ 1 Radio frequency fleld5 beyond this point may exceed the FCC general public exposure limit Obey all Ported sign% and site gwd all tes env ,king Is.dl.n dlo froque—y moat AWARNING Beyond this point. Radio frequency fleids at this site exceed the FCC rules for human exposure. Fall— to obey afl postal Mgns and she gu10N1nes For working m radio frequency envltommtMs could result In serlous Injury. Sprint Alcatel-Lucent�' NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture h Telecommunications IS- Joaquin Plaza, Suite 250 Newport Beach, Californio 92660 Phone: (949) 760-3929 Foz: (949) 760-3931 Jt'Y L, * C-020676 01 CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA. CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SIGNAGE AND NOTES 0 SHEET NUM "E z T-3 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW JJV 2 05/24/12 10OX CD's CA 3 05/25/12 REVISED 1 DOX CD's CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET Jt'Y L, * C-020676 01 CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA. CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SIGNAGE AND NOTES 0 SHEET NUM "E z T-3 Sprint/. Alcatel -Lucent NEAUS �J RA Jeffrey Rome & Associates, Inc. Architecture Q Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone:949) 760-3929 F— (949) 760-3931 * C-020676 SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA DUINTA, CALIFORNIA 92253 RIVERSIOE COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: i A-1 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 905 CD REVIEW JJV 2 05/24/12 1005 CD'S CA 3 05/25/12 REVISED 1005 CO'S CA NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET * C-020676 SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA DUINTA, CALIFORNIA 92253 RIVERSIOE COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: i A-1 PROPOSED SPRINT ANTENNAS TO REPLACE EXISTING ANTENNAS MOUNTED TO (E) MONOPALM; SEE SHEET A-3. I I I 1 EXISTING SPRINT OUTDOOR EQUIPMENT AREA; SEE SHEET A-2. N011M TO CONTRACTOR: 1. REMOVE ALL EXISTING CDMA COAX AND ANTENNAS FROM SITE. 2. NEW ANTENNAS AND HARDWARE TO BE PAINTED TO MATCH EXISTING BUILDING OR POLE. 3. CONTRACTOR TO SET ELECTRICAL TILT. r SECTOR ANTENNAAZIMUTH REVISIONS NATER NUMBER F ANTENNAS ANTENNA MODEL ELECT ICAL MECHANICAL TILT RRH RRH MODEL FIBER OPTIC MODEL BEOPTIC FILENRGTH (t5') 1 1900 40' 65.2' 1 APXVSPP18-C-A20 - p - 1900 MHz 4X40w (1) HYBRIFLEx 1-1/4'0 HB114-1-OBU4-M5J 1 90' -1 2 2 1900 210' 65.2' 1 APXVSPPI8-C-A20 - 0 0 - 2 1900 MHz 4X40W (1) HYBRIFLEX1-1/4'0 H8114-1-0804-MSJ 90' 3 _ 1900 280' 65.2' 1 APXV9ERR18-C-A20 -1 0 - 2 1900 MHz 4X4OW (1) HYBRIF'LEX 1-1/4'0 H8114-1-08U4-MSJ 90 VERIFY CURRENT RFDS SHEET PRIOR TO BUILD NONE ` I i —_— / L- / *J1 PROPOSED (3) HYBRIFLEX 1-1/4'0 CABLES FROM PROPOSED SPRINT JUNCTION I / BOX TO ANTENNAS MOUNTED / WITHIN (E) MONOPOLE. / I N I ENLARGED SITE PLAN 111X17 SCALE: 1/4" 124X36 SCALE: 1/2"=1'-0"I 0 V 2 4 I I Sprint Alcatel -Lucent NEXIUS ,J RA Jeffrey Rome do Associates, Inc. Architecture a Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: A-1.1 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CO REVIEW JJV 2 05/24/12 100% CO'S CA 3 05/25/12 REVISED 100% CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: A-1.1 EQUIPMENT PLAN SYMBOL LEGEND EQUIPMENT PLAN SYMBOL LEGEND 1 co EXISTING SPRINT TELCO CABINET. ELEc EXISTING ELECTRICAL PANEL. TEL co EXISTING SPRINT TELCO CABINET. O EXISTING ELECTRICAL PANEL. PROPOSED SPRINT BTS CABINET. enr EXISTING SPRINT BATTERY CABINET. EXISTING SPRINT SITE LIGHT. en7 EXISTING SPRINT BATTERY CABINET. 0= EXISTING SPRINT SITE LIGHT. O PROPOSED SPRINT BATTERY BACKUP CABINET. Fwa EXISTING SPRINT POWER CABINET. 0 EXISTING SPRINT MAIN GROUND BUS BAR. PwF EXISTING SPRINT POWER CABINET. C EXISTING SPRINT MAIN GROUND BUS BAR. O PROPOSED FIBER AND OC DISTRIBUTION BOX. ars EXISTING SPRINT PRIMARY BTS CABINET. EXISTING SPRINT ELECTRICAL METER. F-7711 EXISTING SPRINT PRIMARY BTS CABINET. EXISTING SPRINT ELECTRICAL METER. --- PROPOSED FIBER AND OC CONDUIT. x MR EXISTING ELECTRICAL TRANSFORMER. 0 EXISTING SPRINT GPS ANTENNA. Fx,—.71 EXISTING ELECTRICAL TRANSFORMER. OO EXISTING SPRINT GPS ANTENNA. V \vAv/v^i� \O 0 t�1'Y I d)- \ _ / A 1-7 a c\ - /7 -> O o / - _ \ v \ / T 4 FUTURE BBU CABINET. PROPOSED SPRINT AAV EQUIPMENT TO / \ �, / /o/A' \\ BEINSTALLED;&LLAV SEE SHEETS AAV -0. EXISTING 60C POWER /PROPOSED SPRINT JUNCTION BOX, CABINET TO BE REMOVED. — - /, 'I CONTRACTOR TO FIELD VERIFY LOCATION; SEE SHEET A-6. TO BE MOUNTED TO PROPOSED H -FRAME. SEE SHEET AAV -2. PROPOSED (3) HYBRIFLEX 1-1/4.0 CABLES FROM PROPOSED SPRINT JUNCTION BOX TO ANTENNAS MOUNTED WITHIN (E) MONOPOLE. SEE SHEET E-1. I �in I I I - PWR ------------- �.t I-- ----------- an 1 I I I I I II! 11I BBU I I I I I PROPOSED (2) 1-1/2'0 LIQUID TIGHT FLEXIBLE CONDUITS FOR POWER AND i P BTS O O L - - - - - -J FIBER; SEE SHEET E-1. BAT 'EXISTING SPRINT BTS CABINET I I TO BE REMOVED AND REPLACED. i I O BTS 6,0 BAT 00 - EXISTING SPRINT GPS ANTENNA 4'-0" TO BE REMOVED AND REPLACED. PROPOSED SPRINT GPS ANTENNA; SEE DETAILS 1/A-5.1 & 2/A-5.1. EXISTING BATTERY CABINET 70 BE REMOVED AND REPLACED. PROPOSED SPRINT 9927/9928 MM BTS CABINET TO BE MOUNTED ONTO EXISTING CONCRETE PAD; \ SEE DETAILS 1/A-5 AND 5/A-5. \ t PROPOSED 60ECv2 BBU CABINET. CABINET TO BE MOUNTED ONTO EXISTING CONCRETE PAD; SEE TELCO \ I DETAILS 1/A-5 & 4/A-5. \ / I \\ // TELCO \ / \ / N 11X17 SCALE: 1/4"=V -0"l �� 11X17 SCALE: 1/4"=1'-0" EXISTING EQUIPMENT PLANi PRQPnSFn F01 IIPMFNT P1 AN 2X34 SCALE: i /2"= I �-U" 0 i' 2' 4� t `� `� 22X34 SCALE: 1/2"=1'-0" 0 1- 2- 4 - Sprint' NEAUS ,J RA Jeffrey Rome do Associates, Inc. Architecture h Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone:949) 760-3929 Fox: 949) 760-3931 .>O Y L�Ff�i • C-020876 I i. 0 F Cr CAOf" s SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: i A-2 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CO REVIEW JJV 2 05/24/12 100% CD'S CA 3 05/25/12 REVISED 100% CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET .>O Y L�Ff�i • C-020876 I i. 0 F Cr CAOf" s SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: i A-2 ANTENNA LAYOUT PLAN NOTES REVISIONS ANTENNA LAYOUT PLAN NOTES DATE DESCRIPTION INIT. 1 2 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO (E) EXISTING ANTENNA CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE 90% CD REVIEW JJv 100% CD'S �A 1. ANTENNA CLEARANCE AND MOUNTING TO IF FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE (E) EXISTING ANTENNA REVISED 10076 CO'S CA AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED. (N) PROPOSED ANTENNA AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAYAYBEBE REQUIRED. (N) PROPOSED ANTENNA 2. ALL ANTENNAS MUST BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING OR POLE. �\ ^ /I (� l V I O" I �- r I (E) CDMA (E) COMA �\ \ IXISTING (3) SPRINT COMA SINGLE 1900 MNI SECTpR . 290• 3 G' POLE ANTENNA (1) PER SECTOR, i L----� (3) TOTAL TO BE REMOVED. J--- A J VAv A o va-o I � O <- (E) COMA - O O \ - c> \ \ \ V > (I) 1900 \ , V / L / PROPOSED SPRINT 1900 MHz (E) COMA MHz / (N 00 ANTENNA, (1) PER SECTOR, �,' ANTENNAc\ MHiz (3) TOTAL: SEE DETAIL 4/A-7. -' I•\ n%�1 (N) (2) }NTENNA ^ X^ v O O ; ;J �V. -d ,I -j \� 1900 MHz RRH / / vx PROPOSED SPRINT 1900 MHz c 0 0/ // / RRH; (2) PER SECTOR, (6) TOTAL; SEE DETAIL 3/A-7. / <_- C v > 0 190)0 (MH z i 4 L /� <; \\ ` i - RRH / / (E) COMA 4\- p p / --L//j (E)COMA�\ (E) COMA O 0 v (N) (2) 7 I \v^v Y 1✓ / \ \\ 1 p -> 1900 MHz \ \ RRHA f,' r \ �� _ (N) 1900 MHz 4-\ c - \ / AMENIA; (E) CDMA L I Y \ /, n n n 1 I I y�y\/„\J \ / ♦ v V // .N N EXISTING ANTENNA LAYOUT PLAN 11X17 SCALE: 1/4"= V-0" -r 0 1' 2' 4' PRnPncFn ANTFNNO oYni IT Pi eti •� 11X17 SCALE: 1/4"=1'-0" A I 2X34 SCALE: 1/2"=i'-0" 2X34 SCALE: 1/2"=1'-0" Sprint Alcatel -Lucent NEAUS �J RA Jeffrey Rome k Associates, Inc. Architecture a Telecommunications 1 San JoaquinPlaza, Suite 250 Newport Beach, California 92660 Phone (949) 760-3929 Fax: (949) 760-3931 J� I L fc� * C-020976 or CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LAYOUT PLAN SHEET NUMBER: 3 i A-3 a REVISIONS REV. DATE DESCRIPTION INIT. 1 2 04/19/12 05/24/12 90% CD REVIEW JJv 100% CD'S �A 3 05/25/12 REVISED 10076 CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET J� I L fc� * C-020976 or CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LAYOUT PLAN SHEET NUMBER: 3 i A-3 a NOTE: 1. MONOPALM HEIGHTS ARE APPROXIMATE. NO AS -BUILT DRAWINGS FOUND. 2. RAD -CENTER PER SITE SURVEY DATED 12/07/2011. EXISTING SOUTH ELEVATION EXIS-ING 6'-0" SPRINT ANTENNAS MOUNTED ON MONOPALM. EXISTING MONOPALM. EXISTING LIVE PALM. EXISTING SPRINT EQUIPMENT ENCLOSURE. 11x17 SCALE: 1/16"=1'-0"I 22x34 SCALE: I /8"= I '—U" I " 4' 8' i u� I dwee / TOP OF EXISTING MONOPALM. 72.00 A.G.L. TOP OF PROPOSED SPRINT ANTENNAS. y 66.2 A.G.L. I CENTER OF PROPOSED SPRINT ANTENNAS. 65.2 A.G.L _ �7 4 0 f r� roe 'fit 1 tV N � mI b H m ♦b In N m m In lu NI TOP OF F.S. 1 0.00 A.G.L NOTE: 1, MONOPALM HEIGHTS ARE APPROXIMATE. NO AS -BUILT DRAWINGS FOUND. 2 RAD -CENTER PER SITE SURVEY DATED 12/07/2011. PRnPOIgFn SnHTH FI FVATInN 11x17 SCALE: 1/16"=1'-0" 22x34 SCALE: 1/8"=1`-0' PROPOSED 6'-0" SPRINT 1900 MHz ANTENNA, PAINT AND TEXTURE TO MATCH EXISTING. MOUNTED TO EXISTING MONOPALM (SECTOR '2' 0 217 AZIMUTH). PROPOSED SPRINT 1900 MHz RRH, (2) PER SECTOR, (6) TOTAL. PROPOSED (3) HYBRIFLEX CABLES ROUTED INSIDE OF MONOPALM. EXISTING MONOPALM. EXISTING LIVE PALM. EXISTING SPRINT EQUIPMENT ENCLOSURE. ' �,11 0 4' 8 16 1 1 Sprint' Alcatel -Lucent NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture h Telecom m un lcotlons 1 San JooquinPlaza, Suite 250 Newport 9-6, California 92660 Phone: (949) 760-3929 Fox: (949) 760-3931 l�lfC� * C -D20876 Or CAU SITE INFORMATION RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SOUTH ELEVATION SHEET NUMBER: A-4 a REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 905 CD REVIEW UUV 2 05/24/12 1Do% CO'S CA 3 05/25/12 REVISED 1005 CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET l�lfC� * C -D20876 Or CAU SITE INFORMATION RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SOUTH ELEVATION SHEET NUMBER: A-4 a - PROPOSED 6'-0" SPRINT 1900 MHz ANTENNA, PAINT AND TEXTURE TO MATCH EXISTING. MOUNTED TO EXISTING MONOPALM (SECTOR "1" O 40' AZIMUTH). TOP OF EXISTING MONOPALM. TOP OF EXISTING MONOPALM. 72.00 A.G.L. I 72.00 AG.L PROPOSED 6'-0' SPRINT 1900 MHz TOP OF EXISTING ANTENNAS. TOP OF PROPOSED SPRINT ANTENNAS. NY ANTENNA, PAINT AND TEXTURE TO MATCH 68.2 CENT 68.2 A.G.L. MONOPALMMOUNTED (SECT RTO EXISTING 80' AZIMUTH). CENTER OF EXISTING ANTENNAS. CENTER OF PROPOSED SPRINT ANTENNAS. 65.2 IML EXISTING 6'-0" SPRINT ANTENNAS / MOUNTED ON MONOPALM. 85.2 AG.L. m PROPOSED SPRINT 1900 MHz RRH, (2) PER SECTOR, (6) TOTAL. rv 4. r tV N n I N N 1 ^ N e) Mf EXISTING MONOPALM. 1C PROPOSED (3) HYBRIFLEX CABLES ROUTED INSIDE OF MONOPALM. EXISTING MONOPALM. EXISTING LIVE PALM. EXISTING LIVE PALM. _--_ EXISTING SPRINT EQUIPMENT ENCLOSURE. EXISTING SPRINT EQUIPMENT ENCLOSURE. TOP OF F.S. TOP OF F.S. 0.00 A.G.L. 0.00 A.G.L. NOTE: NOTE. 1. MONO DRAWINGS ARE APPROXIMATE. NO AS—BUILT DRAWINGGS FOUND. 1. MONOPALM HEIGHTS ME APPROXIMATE. NO AS -BUILT DRAWINGS FOUND, 2. RAD -CENTER PER SITE SURVEY DATED 12/07/2011. 2. RAD -CENTER PER SITE SURVEY DATED 12/07/2011. EXISTING NORTH ELEVATION 11x17 SCALE: 1/16"=1'-0" i 11x17 SCALE: 1/16"=1'-0" PROP . _ nc17n NORTH 17i �ieTinni 'I L 22x34 SCALE: 1/8"=1'-0" 0 4' 8' 10 1 ` 1 A-A-A •A %$ evi • 122x34 SCALE: 1/8"=1'-0" I 0 4' 8' 16 I I Sprint Alcatel-Lucent� NEAUS ,J RA Jeffrey Rome R Associates, Inc. Architecture i Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 a SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: NORTH ELEVATION SHEET NUMBER: i z A-4-1 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 907E CD REVIEW JJV 2 05/24/12 1005 CO'S CA 3 05/25/12 REVISED 1007E CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET a SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: NORTH ELEVATION SHEET NUMBER: i z A-4-1 GALVANIZED STEEL. (CON TO FIELD VERIFY ACTUAL S DAND LOCATION) INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 2'-7" 0 5/8" LOCKWASHERS, 2' 11 1/2" 0 0 NEWTON INSTRUMENT CO. 0 0 0 CAT. NO. 3015-8 D 0 — � O 0 BUS "MGB" O 0 0 0 0 C MtiSTER 0 0 0 9 0 0 0 0 0 0 0 00 5/8-11 % 1" HHCS BOLTS, 0 0 O NEWTON INSTRUMENT CO. O O CAT NO. 3012-1 0 WALL MOUNTING BRACKET, 114* NEWTON INSTRUMENT CO. CAT NO. A-6056 AAj�A >Y2 DOWN CONDUCTOR ONO #2 TO MAIN SERVICE GROUND ROD GROUND BAR (IF REQUIRED) SCALE: ^ NONE `{J BTS CABINET — NEW BATTERY CABINET — NEW MODEL: ALU 9928 MODEL: ALU 60ECv2 WEIGHT: 1074 LBS (AT FULL CAPACITY) DIMENSIONS (W%DxH): 31•x30"x60" DIMENSIONS (WXDxH): 35.4"x37.8"x75.8• WEIGHT: 425 LBS (2,425 LBS WITH BATTERIES) 2'-7- 2,-6. (N) CONDUIT n o Q 0 �o (N) 9928 (N) BATTERY - CABINET CABINET 0 0 NOT USED SCALE: ^ ELEVATION A ELEVATION C ELEVATION A ELEVATION C L NONE T (N) SPRINT EQUIPMENT CABINET. - (N) CONDUIT (N) (4) 1/2.0 HILTI KWIK BOLT TZ STAINLESS ANCHOR IN CONCRETE. SPECIAL INSPECTION REQUIRED (ESR 1917). i � I (N) 9928 CABINET (N) BATTERY CABINET - z 0 ELEVATION D ELEVATION B ELEVATION D ELEVATION B (E) CONCRETE SLAB BTS CABINET SCALE: SCALE: SCALE: NUKE BATTERY CABINET d F01IIPMFNT ANrHnPArF 1 V I NONE I I I —�' I NONE I 1 Sprint Alcatel -Lucent NEAUS .J RA Jeffrey Rome & Associates, Inc. Architecture h Telecommunications 1 San Joaquin Ploza, Suite 250 Newport Beach, California 92660 Phone (949) 760-3929 Fos: (949) 760-3931 a SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: i i IF A-5 � REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW JJv 2 05/24/12 100% CO'S CA 3 05/25/12 REVISED 1008 CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET a SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: i i IF A-5 � (N) GPS ANTENNA. (N) STANDARD 1-1/4' PIPE. (N) MOUNTING BRACKET. r (N) 2" e P!PE. ELEVATION NOT USED SCALE: G NOT USED V SCALE: F:�S�CALE:NONE NONEGPS ANTENNA MINIMUM OF 7578 OR 2'717 IN ANY DIRECTION GPS GPS OBSTRUCTIONS MUST BE BELOW 15' it NOT USEDSCALE: NOT USED SCALE: C ni�c ANTPHNA SCALE: " v NONE NONE Sprint OIL Alcatel -Lucent NEAUS �J RA Jeffrey Rome R Associates, Inc. Architecture h Telecomm? In [cations 1 San Joaquin Plaza, Suite 250 Newport Beach, Colifornlo 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 l�ff4 * C-020576 'rx eAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET !A QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: DETAILS SHEET NUMBER: m z F -A--. REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 901E CD REVIEW kN 2 05/24/12 1007E CO'S CA 3 05/25/12 REVISED 10076 CD -S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET l�ff4 * C-020576 'rx eAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET !A QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: DETAILS SHEET NUMBER: m z F -A--. RAOLOOC MOUNT �n t-� 6 906" MECNMi- N TT CI101M.D ..n. FROM VIEW 1' 1" 518" I SDE VFW EIOTOh!'v':EJ.' t.e1 FRCP. r \9EW V.-ni COOP SIDE 'VIEW CUTAWAY REFL7VFr 7C 5H0N 7cs"Ov"F:BER L7E7A 1 BCL CH9AD DE'rA L. D19TRIDUY7oN BOX DETAIL I-1 SCALZ1:5e SWING0111 NEW *1`11A AE 1.1 i M1 I r I e f �i To Tower t 'o KR FRONT V/Cw vArH Coop REMCNED To SHOW DSrAL DISTRIBUTION BOX INSTALL COMPLETE VIEW Sector and Cable Color Code Frequency Color Code (Sprint; Scenario Specific) RFS Color Code HF1t-FiberPair Ft) HF11-Fiber.Par 12 F2 HF11-Fi erPair3 F3 HFt1 Fiber Pair 4 F4 H Ftt-Fier Pair 5 F HF21-Fi erPair 1-F HF21-Fiber Pair 2- F2 HF21-Fiber Pair 3- F3 HF21-Fiber Pair 4- F4 HF21-Fiber Pair 5• F5 Upper Block N0T USE HF31-Fiber Pairl-(F1) 1111— H 111 H F1 -Fiber Pair 2 F — HF 1-FiberPair 3 F3 _ HF 1 -Fiber Pair 4 4 — H: i -Fiber Pair 5 F5 Lower Block ® FIBER CONNECTION DETAIL FuLure I-1 SC -ALX: N.T. i Sector and Cable Color Code Frequency Color Code (Sprint/ Scenario Specific) RFS Color Code Group A Power Group A Returns I RETURNS STACKED Group A Power Input from BTS Cabinet (Battery and Return) Group B Power Input from BTS Cabinet (Battery and Return) NLTJRNS Group B Returns sTALKLo Group B Power Alft DC CONNECTIONS DETAIL \L11/SCALE: rLT.S. Each sector has separate Hybriflex cable . Hybrif lex cable naming as follows: ALPHA — HF11 BETA - HF21 GAMMA- HF31 REAR of Distribution Box NOTES: Dist^bution Box is fitted with 5o' of T :/2" Ligdid- tight conduit and con^ectors. This s'-ou:d'oe- • split in half (25' pert • terminated to the Distribution Box as sown, • ran to and coi:ed as c:ose to where the cabinet is going to be moulted as possib:e. D:str.bution Box is kittedwith 2AM, -)ower cable 35'X Zea. RJns red aad Zea. Rife black. This should be coiled and left ride Distribution Box. BTS installation team will terminate Vgiid-tight, run the fiber jumpers and -)owercab:es from BTS Cabinetto Distribution Box, NOTES -1 SCAJZ N..4 Sprint' Alcatel -Lucent NEAUS �J RA Jeffrey Rome do Associates, Inc. Architecture 3 Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949 760-3929 Fax: (9493 760-3931 J� PLY L # C-020076 or CAO SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA OWNTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: JUNCTION BOX DETAIL SHEET NUMBER: A-6 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 905 CD REVIEW UJV 2 05/24/12 1005 CD'S CA 3 05/25/12 REVISED 1005 CD'S CA NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET J� PLY L # C-020076 or CAO SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA OWNTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: JUNCTION BOX DETAIL SHEET NUMBER: A-6 1900 MHz APXV9ERR18-C-A20 REVISIONS 1900 DUAL APXV 18-C-A20 DESCRIPTION ]NIT. 1 04/19/12 IN ANTENNA COLOR: TBD ANTENNA COLOR: LIGHT GREY RAL7035 DIMENSIONS, HxWxD: TBD CA 3 05/25/12 DIMENSIONS, HzWxD: 72' X 11.8' X 7' CA SIDE VIEW FRONT VIEW REAR VIEW WEIGHT: TBD CONNECTOR: TBD WEIGHT: 57 LBS CONNECTOR: (2) 7/16 DIN FEMALE (N) PANEL ANTENNA; SEE DETAILS 4/A-7 & 6/A-7, }- (N) DOWNTILT ANTENNA MOUNTING BRACKET & HARDWARE BY ANTENNA MANUFACTURER. (E) CROSSARM. n � (N) 3'0x6'-O' LONG GALVANIZED STD. PIPE TO REPLACE (E). 'Ik-- -'k- (N) ANTENNA MOUNTING KIT � BY ANTENNA MANUFACTURER. 11.8' T �, g" T . ABLE. E - (N) JUMPER CABLE.- 1900 1900 MHz ANTENNA SCALE: NONE 6 1900 MHz ANTENNA SCALE: 4 1900 MHz ANTENNA MOUNT DETAIL SCALE: /1 L NONE NONE 1900 MHz RRH MANUFACTURER: RFS ' SIDE VIEW FRONT VIEW REAR VIEW MODEL: TBD WEIGHT: TeD TOP VIEW (N) 3'0 X 2'-6' LONG GALVANIZED STD. PIPE. (E) CROSSARM. ATTACH (N) PIPE WITH A PIPE TO PIPE q ATTACHMENT. WHEN OCCURS. (N) 1900 MHZ RRH; SEE DETAIL 3/A-7. SIDE VIEW FRONT VIEW NOTES: 1. ALL STEEL TO BE HOT DIPPED GALVANIZED. NOT USED SCALE: 1 9nn MHS RRH SCALE: 1 nnn r,iu-v ecu LAnl ]AIT n=AII SCALE: ww I NONE I NONE NONE 1 I v I I V I 10vv nn II'- 1%111%I 1 IrIvv17I L/LInIL Sprint Alcatel -Lucent NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture & Talecommunicotions I Son Jooquin Plaza, Suite 250 Newport Beach, Colifornlc 92660 Phone: (949) 760-3929 Fox: (949) 760-3931 * C-020876 Qr CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA AND RRH DETAILS SHEEG-N N18 j z A-7 o REVISIONS REV. DATE DESCRIPTION ]NIT. 1 04/19/12 90% CD REVIEW JJV 2 05/24/12 100% CD'S CA 3 05/25/12 REVISED 100% CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET * C-020876 Qr CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA AND RRH DETAILS SHEEG-N N18 j z A-7 o Sprint' Alcatel-Lucent� NEAUS �J RA Jeffrey Rome kit Associates, Inc. Architecture a Telecommunications I Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 Product Data Sheet HB114-1-08U4-M5J REVISIONS REV. DATE HYBRIFLEXTM RRH Hybrid Feeder Cabling Solution, 1-1/4", Multi -Mode Fiber INIT. 1 04/19/12 905 CD REVIEW Product Description 2 05/24/12 1005 CO'S CA RFS' HYBRIFLEX Remote Radio Head (RRH) hybrid feeder cabling solution combines 05/25/12 REVISED 1005 CO'S CA 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 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 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 CELLFLEXe accessories can be used with HYBRIFLEX cable. Both pre-connectonzed and on-site options are available FeatureslBenefits • 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 _ • 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 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 Technical Specifications Figure 1: HYBRIFOuterLEX Series Conductor NOT NOT USED SCALE: ^ NONE Armor Corruaatetl Aluminum [mm (In)) 36.0(1.42) OC L Jacket Jacket. Polyethylene. PE Imm (n)] 390 (1 54) UV -Protection Individual and External Jacket Yes Mechanical Properties Weight. Approximate IkQlm (lblfpl 1 61 (1 081 PEAJV external iecket Power cable with an Minimum Bending Radius, Single Bending Imm (in)1 200(g) Internal Jacket (PEfUV) g Minimum Bending Radius Repeated Bending [mm (in)] 500 (20) Recommended/Maximum Clamp Spacing [m (ft)I 1,01 1 2 (3.25 ! 4.0) o PtOtset o Z DC -Resistance nce O DC -Res stance Cute Conductor Ar or [(]/km (IL1000ft)j 0-9(0.27) e 9 DC -Resistance Power Cable. 8 4mm (8AWC [(Lim 0100oft)1 2.1 (064) e Fiber Optic Properties ;o Version Multi -mode e J 8 Quantity, Fiber Count 5 pain Core/Clad m 50/125 _ pm] 245 e' SWIM(Acrylate) Buffer Diameter, Nominal Item! 900 o Secondary Floteceon. Jacket. Nominal [mm GN] 2.0(008) Standards (Meets or exceeds) 1.11-9440, UL1666 - Optica( cable (par) a ROHS Compliant with an internal DC Power Cable Properties locket (PEN/) V Size Imm IAWG)I SAW Quantity, Wire Count 8 (4 pairs) Figure 2: Construction Detail Type UV protected V Strands 19 Primary Jacket Diameter, Nominai [mm (n)] 6 1(0.24) Standards (Meets or exceeds) ICEA S-95-658 ICEA T-29-520 5 UL Type XHHW-2 `- UL VW -1 IEEE -383(1974) RoHS Compliant Environment Installation Temperature [•C (•F)] -40 to +65 (-40 tol49) Operation Temperature [•C (•F)] -40 to +65 (-40 to149) • Itus u.nu n pr m -, i erxt ,utxkce to dw W. q RFS The Clear Choice* H6114-1-08U4-M5J Rev- P3 Print Date: 28.71011 Please visit us on the Internet at httpcllw w.rfsworld.com Radio Frequency Systems HYBRIFLEX 1 1/4"0 SPECIFICATIONS SCALE: NOT i igenSCALE: NONE NONE I - I I Sprint' Alcatel-Lucent� NEAUS �J RA Jeffrey Rome kit Associates, Inc. Architecture a Telecommunications I Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 * C-020876 3?'rF Cr CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINT& CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: FEEDER CABLE SPECIFICATIONS SHEET NUMBER: to A -S REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 905 CD REVIEW JJV 2 05/24/12 1005 CO'S CA 3 05/25/12 REVISED 1005 CO'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET * C-020876 3?'rF Cr CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINT& CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: FEEDER CABLE SPECIFICATIONS SHEET NUMBER: to A -S Sprint Alcatel -Lucent NEAUS ,J RA Joffroy Rome k Associates, Inc. Architecture & Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: 949 760-3929 Fax: it 760-3931 REVISIONS REV. DATE DESCRIPTION INR. (N) JUMPER CABLES. 7MM �= 04/19/12 N 6 INSULATED GROUND FOR EACH N ANTENNA JJV 2 05/24/12 1DOx CO'S CA 1111 05/25/12 ATTACH PER MANUFACTURERS SPECS. CA (N) (1) 1900 MHz ILII I l!! NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ANTENNA PER SECTOR. IIII 1111 (N) /6 INSULATED GROUND FOREACH (N) RRH IIII ATTACH PER MANUFACTURERS SPECS. N 2 1900 RRH'S T ) Illi _ PER SECTOR. (N) SPRINT COAX JUMPERS. �� IIII (N) (2) 1900 MHz RRH'S. I E ANTENNA GROUND BUS AGB AT INDMDUAL SECTOR - 4'X72.7(1/4' SOLID COPPER Illi (N) HYBRIFLEX CABLE. l j' I .. (Fa 416 INSULATED GROUND I I E MAIN GROUND BUS AT TOP OF TOWER I I GROUN I I 1 1 I - E CABLE TRAY LIGHT STANDARD. I n I (N) HYBRIFLEX CABLE. I � 1 E ANTENNA GROUND BUS (AGB) AT BASE NEAR \ 1 EQUIPMENT - 4 (12 X1 4' SOLID COPPER------ PER SECTOR, TYP. \ E 1- nFY C. 'JI SOLID BARE TINNED COPPER <-----------------------_ \ CAD WELDED TO AGB AND (N) MAIN GROUND ROD �\ I E--------------------\ \I I I I \ I I I I I E MAIN GROUND ROD. VERIFY TIED TO I I I I I I I GROUND RING AND MEETS 5 OHMS I I I E ED 1' FLC. 1 2 SOLID BARE TINNED COPPER l� (N) 1-1/4.0 HYBRIFLEX I I I CABLES. (1) PER SECTOR. I CAD WELDED TO MGB AND (N) MAIN GROUND ROD 1 I I I MGB MOUNTED NEAR I I I EQUIPMENT CABINETS. 1 I I I I E INS LATED GRO N I (N) SPRINT FIBER AND DC JUNCTION BOX. I I - E ELECTRICAL PANEL GROUND BUS I (E) TELCOGROUND BUS K ✓ _ (NG) (2)0 LIQUD I j I FLEXIBLEw CONDUIITS. (N) /2 INSULATED GROUND OR AS SPECIFIED FOR POWER/ FIBER. J J BY EQUIPMENT MANUFACTURER. Of Of E 2 INSULATED GROUND OR AS SPECIFIED ~ Z BY EQUIPMENT MANUFACTURER. w a (N) SPRINT BTS CABINET _ (N) FIBER RUNS TO TERMINATE AT (E) CABINET w (N) SPRINT I Z JUNCTION BOX En I (E) SPRINT X I 1 1 EQUIPMENT TELCO FEED, MODIFY AS REQUIRED. AS (N) SPRINT (N) SPRINT I BBU CABINET — — — EQUIPMENT (E) DC CONDUCTOR, I MODIFY AS REQUIRED. I GENERAL NOTES: (E) DC POWER SOURCE WITH (E) BREAKER, MODIFY 1. SPLICE GROUND CONNECTIONS. AS REQUIRED. 2. FOLLOW COAXIAL CABLE MANUFACTURES RECOMMENDATIONS (TYPICAL) 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. 5. NUMBER OF COAX IS DIAGRAMATIC. 6. IXISTING DIPLEXER'S AND EXISTING TMA'S NOT SHOWN FOR CLARITY. - v 7. FOLLOW SPRINT STANDARD GROUNDING METHOD. COAX & GROUNDING SYSTEM SCHEMATIC SCALE: DC/ FIBER/ COAX SINGLE LINE DIAGRAM SCALE: I.nNF I I I I ivOivE I 9 ' Sprint Alcatel -Lucent NEAUS ,J RA Joffroy Rome k Associates, Inc. Architecture & Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: 949 760-3929 Fax: it 760-3931 -D A q J FF EY L. ROME C 20 % P, cP� Q` O CAO-() SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SINGLE LINE DIAGRAMS SHEET NUMBER: m E-1 REVISIONS REV. DATE DESCRIPTION INR. 1 04/19/12 90% CD REVIEW JJV 2 05/24/12 1DOx CO'S CA 3 05/25/12 REVISED 10OX CD'S CA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET -D A q J FF EY L. ROME C 20 % P, cP� Q` O CAO-() SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SINGLE LINE DIAGRAMS SHEET NUMBER: m E-1 Sprint .. rr. Sprint 1 ,. �_ Sprint p '�"" low ANT�E/y NA AND CAME ler W«�e-i4Tl<LI: - . . _ COLOR CMM 1. AopendlxA- CoMetCeeleColorSchelee L.R---94VAth: 90% CD REVIEW (3 SECTORED / MULTIPLE RF CHANNELS) 2 05/24/12 ASSUMING 8 LINES AND ANTENNAS fie'[' Ccaa:akAe.ol :::ade ErrnP;e AI Cale% poll pr 'eOr 9 1 lop.nC as WC vlth 2--CClort O I",pensoil, reel l 11-1:W, carr, ^oa. REVISED 10OX. CD'S catered tape. d ctraed hex prahF th*rp Cabled ape rtay 0e oeta+eV 4om SECTOR 1 OralCr Elecioac WW.Dindtapeo•neai~kxeeefemd 'hefrntrete Sectot .able First Ring col Ring Thild Ring ALPHA shall be doses to the end of ft mode am - spice 1 awm each nrp The came NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET Col. code Shea ben, 014 phmK ed n .1 c,darce M !able l-1 TAMe 1-' O 3 1 AI ha ] No late o T e TRUE NarfN 7eoas W addegnal acrmrs are easily supperied oy'" ng the aw-;nxe rwnDer 1 ry a I.P. a Ta of colored Tw to The Cable Coladt COpe 1 No tape o Tape c ■ ■ El • E] 13 11 AlbtheCW*C010- Code n acoed Ma Requener cab,mor crble 1-7 m;stbt 1 Wlvte .lap. 01alp, E• atpe -Sega 3 C Sae Z. t[pnra 4aoc • r -" �� apptdd la h SpK1[ Ineal9hCy bare n USe pn a peen Irhe A T 4 ap 41ha1 seaxaa? otape otape tM tale mbr mer Tran are t•eauency tel. code Thr r rola rings for me "ouenq Door Yee be pieced nee b each neer mth nc spaces o 1 e o Tape QQ 6antpleds t e io0bcabW d the cnx uho6eree rrcy Ca W' codes 1 o f ap a o lap, �A are sthoen n /pee I -I err,+ 1-2 WeaP 2' mored tape a rnrmrnd times 3 arorre Fe 1 0 7 e o Tape li'ttiggglIlg c Q Q �� TOLOfT 9% arc rrierence d t, ma• keeyn; the ape n ee stare— n ng,;n as possere l ee to o Tape Ezati'k - SH9 3. -SA 1 ' 90010'; F a 3C 0, SECTOR 1 => 1 ELAND SECTOR 2 a> 2 BAND In, s lrs anon #,e ret—ol a tape lox de nl tie fad a ore moold oue to hheapr e• O Tape SECTOR 3 => 3 BAND 'DEN SECTOR 4 => 4 BAND COM` of a SECT -OR 5 => 5 BAND White 'le 0Tape SECTOR 6 => 6 BAND UMAX o Tape uffmmmm=-T" pYrMP• - SECTOR 1, CANA g, S00! RArS Al NOT a E-4*- S e= I C We 4, 800 T nr Pad o e' .... O Tape nal 19o3nr , Rrya 0 am "A!_ t:- SECTOR 3, CAM 1, 40� EAAMH of e 3Uarn 1 UANN E • SECTOR 1, CAii 4. p� NO H Sprint .r.�we .ro,.eg.woH hr R,wa.-1a:,elh. White lr bile 1, COLOR BAND TO BE 2' WIDE ON MAIN LINE. 2. Appends 8 - Hytartd Cage Color Scheme 2. SPACING TO BE 1- BETWEEN BANDS AND 2' BETWEEN LINE AND TECHNOLOGY BANDS, NO SPACE BETWEEN TECHNOLOGY COLOR BANDS. );Wad uDlc vi ix hsalud>L • aedx xaa•.<r as c4ae cable drr<ra4ed to Ikc 3. COLOR BANG ON JUMPERS 1' WIDE W/ 1' SPACE. Prenoue semen Ilamea-n.at-oEuebycada".dltrOTbrnrkre•.rend. 4.. START COLOR BANDS 2' BEYOND WEATHERPROOFING. 5egemry rode err W bybrdeable ce <oarra i Engle '" 7be mdc«dhul P -r 5, START SECTOR COLOR NEXT TO END CONNECTOR. Parc ad fiber fides nii be labeled s.Ak ! oW the rabic AND [regh,ercy nrinegr See EV2-1 hr we .—Pte Thr fib., and copper — re rR It M -- .f one Pora4Ne canfiltwowo O1lwli6er=dpwwweal Conb"r r err :x,r.p...•N«t wr e.l-u„.W-_w eP-n rx, gharal}>}•••.d.all Ar .ee_se,.?elw_e.r,�n air, -h Pore:bte Sprint Sprint A...._ Sp[Wlt.....r..t .aM.._w_ W wit _�cF-.. r _tl Ree7gP-i,7: rAll Aqr r.: cw, c eY cad: rep ow err ^ P s a .y r 3. 3. APPend c C - FR2U and COmb11Nf Ceeling Aper al r{eer,a cow Cr aa. S-0, ..Sea rumpmr comernos b—rmote tads [mn. combw [, and aelatr —Ir.w w. 111��111 OROS5 amo COJPLLR ohinrloP wiD notureacaor eodelabtlaag rrbeme '.T.rce;urnperc wtL'ure as % _ ypapehreemier prcofl.bd mbalb w6 n<r the coreccae Tbe;abrbnC c6ese en1 be dr2hvaed � M 01Ap mnallxhx crab Earl lebd unll umgael: �•• h dmafy e.ch f-P.&C.Na I r s' ,w, _:h sa.rz JII h __. law. eey� rrsew w er CrYM _ s"i: ImcWe a*i l.,.r _ cwuew�as J -- OLOOY IFMT 81110 secom 811111 CGLO COLiOAt CODE mn — eooeYao rIM l00 SH YELLOW C iDr 1 s00 N YELLOW �Q YebLOe 1woaE0 YEliJap .Deacon YId1De IMQYlD YEL4E D 11QIOr V M rdlaad{ Merl A,r cal W ern ee,r.P nA.r (ln^r }>rAW ti�lr� tri.. n,ahr4_lR Era ANTFNNA I INF rot nQ rnnr --- Sprint'. Alcatel -Lucent NEXIUS .J RA Jeffrey Rome k Associates, Inc. Architecture k Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 For: (949) 760-3931 r` Y (�rfCl * C-020876 Cr CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA OUINTA. CALFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LINE COLOR CODING SHEET NUMBER: i F-2 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/19/12 90% CD REVIEW JUV 2 05/24/12 100% CD'S CA 3 05/25/12 REVISED 10OX. CD'S CA NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET r` Y (�rfCl * C-020876 Cr CAU SITE INFORMATION: RV54XC487 CROWN SITE ID 879933 STORAGE USA 46600 ADAMS STREET LA OUINTA. CALFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LINE COLOR CODING SHEET NUMBER: i F-2 POWER FROM MM -BTS CABINET EXISTING GROUND BAR EXISTING POINT OF FEED CUBE EQUIPMENT LOCATION VERIZON (N) CONDUIT ROUTING EXISTING TELCO BOX Sprint Alcatel -Lucent NEAUS ,.J RA Jeffrey Rome h Associates, Inc. Architecture h Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, Califor a 92660 Phone: (949) 760-3929 Fos: (949) 7 60— 3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/05/12 90% ISSUED REVIEW IB 2 05/08/12 1O07L FOR APPROVAL IS NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET �Y l�Tf�i * C-026676 a' CAUL""" SITE INFORMATION: RV54XC487 STORAGE USA 46600 ADAMS STREET LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNT' SHEET TITLE: SITE PHOTOS SHEET NUMBER: i AAV -0 a W W V1 Q Q I r --- ) (N)4" 0 CONDUIT WITH - (N) 1-1/4' INNERDUCT; APPROXIMATELY 25'-0' INSIDE (N) TRENCH, PROVIDED BY SPRINT. (N) 2'X3' PULL BOX PROVIDED BY SPRINT. I t I (N)4" 0 CONDUIT WITH (N) 1-1/4" INNERDUCT; APPROXIMATELY 250'-0" INSIDE (N) TRENCH, PROVIDED BY SPRINT. (N) 2'X3' PULL BOX PROVIDED BY SPRINT. I I (N) 4" 0 CONDUIT WITH — (N) 1-1/4" INNERDUCT; APPROXIMATELY 250'-0' INSIDE (N) TRENCH, PROVIDED BY SPRINT. I I (N) 2'X3' PULL BOX PROVIDED BY SPRINT. I I (N) 4. 0 CONDUIT WITH — (N) 1-1/4- INNERDUCT: APPROXIMATELY 230'-0" INSIDE (N) TRENCH, PROVIDED BY VERIZON. VERIZON POINT OF FEED. 11x17 SCALE: 1"=120' 24x36 SCALE: 1 "=60' 0 30' 60' 120' CORPORATE CENTER DRIVE SITE (N) CUBE CABINET MOUNTED ON (N) H -FRAME; SEE SHEET A-2. (N) 1/2" DIA. EMT CONDUIT WITH (1) %6 AWG GREEN SOLID WIRE FROM (N) CUBE CABINET TO (N) MGB; APPROXIMATELY 5'-0' CONDUIT RUN. SPRINT GC TO PROVIDE AND INSTALL (1) 1/2" DIA EMT CONDUIT FROM THE - MM -BTS CABINET TO (N) CUBE CABINET, (1) 5 AMP -46 VDC CIRCUIT ON TYCO MATE-N-LOK CONNECTOR USING /6 AWG THHN STRANDED CONDUCTORS, BLACK AND RED COLORED; APPROXIMATELY 10'-0" CONDUIT RUN. (N) 1" DIA. EMT CONDUIT WITH MULE TAPE FROM (N) CUBE CABINET TO MM -BTS CABINET; APPROXIMATELY 10'-0" CONDUIT RUN. SPRINT TO ROD AND ROPE WITH 1" NON -CORRUGATED INNERDUCT TO PROVIDE A PATH FOR VERIZON FROM HOP TO THE (N) CUBE CABINET. VERIZON TO PLACE FIBER FROM (E) MANHOLE LOCATED ON CORPORATE CENTER DRIVE THROUGH (N) 4"0 CONDUIT; APPROXIMATELY 230'-0" TO (N) 2'X3' PULL BOX THROUGH (N) 4'0 CONDUIT; APPROXIMATELY 250'-0" TO (N) 2'X3' PULL BOX THROUGH (N) 4"0 CONDUIT; APPROXIMATELY 275'-0" TO (N) CUBE CABINET LOCATION; TOTAL APPROXIMATE FIBER RUN 760'-0". 11X17 SCALE: 1/4"=1'-0" CITC 01 AAI 1' i I 24X36 SCALE: 1/2"=-0" 0 1' 2' 4' .iI 1 L_ r LJ�Ir Sprint Alcatel -Lucent NEAUS ,J RA Jeffrey Rome h Associates, Inc. Architecture h Telecommunications I San Joaquin Plaza, Suits 250 Ne.port Beach, Colifordo 92660 Phone: (949)) 760-3929 Fox: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 04/05/12 90% ISSUED REVIEW IB 2 05/06/12 100% FOR APPROVAL 18 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET J+ J� L Y L f4 * C-02067,6,�.sp or CAUL" SITE INFORMATION: RV54XC487 STORAGE USA 46600 ADAMS STREET LA DUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: z AAV -1 (N) 3.0 GALVANIZED ) STD. PIPE. A I I 1/4 I I b I I I I (N) 24"x18"x1/2" BASE PLATE. (N) (4) 5/8"0 HILT] III BOLT TZ STAINLESS STEEL. -ESR 1917. (N) 1/20 GALV ^^" WITH WASHER & (N) GALVANIZED I (N) P1000 GLAV UNISTRUT. -A (N) 1/4" PLATE STIFFENER (TVP.). 1'-6- �11_ it l"1 H -FRAME BASE MOUNTING -F--r 12.8 (31.0) (33.8) 27.7 26.1 - 11 .6) 3.0 11.5 — .4 01.0 O 1 7.5 e e e 7.5 a a o o U L PLAN A_L STEEL TO BE GALVANIZED. FRONT NEW RIGHT SIDE NEW 11x17 SCALE: NOT TO SCALE H—FRAME MOUNTING 4 11x17 SCALE: NOT TO SCALE CUBE CABINET SPECIFICATIONS13 22x34 SCALE: NOT TO SCALE 22x34 SCALE: NOT TO SCALE 3'-0" 2'-2- MANUFACTURER: CHARLES 6- 11- MODEL: RL30008 MIN. DIMENSIONS: 27.7-(H) X 26.1-(W) X 16.5-(D) ALLOWANCES PLAN WEIGHT: APPROX. 150 LBS. MAX. EXISTING OR PROPOSED EQUIPMENT CABINET MIN. 3•_D• (N) UNISTRUT. I II I �---------------� I I� 131 IfIRE 6" 1'-1"I CHARLES UNIVERSAL MIN. I ,I BROADBAND ENCLOSURE II RL3000B. a II I L-- --------- EXISTING OR PROPOSED I EQUIPMENT CABINET I I e I FUTURE HVBRIFLEX °a JUNCTION BOX (BEHIND). I ,I L �k CHARLES UNIVERSAL L (N) U -BOLTS. BROADBAND ENCLOSURE RL3000B.L � (N) 3"0 GALVANIZED STO. PIPE. (N) STIFFENERS.— I / I � I I /�� TTERY 71AY NOTE. d e� � 1•_6- ATEA PAD CENTER EQUIPMENT ON POSTS WHERE POSSIBLE. IF �- 4� ° DUE TO SPACE CONSTRAINTS, RACK EQUIPMENT MAY ° ISOMETRIC VIEW ISE BE SHIFTED AS INDICATED BELOW. HEAVIEST EQUIPMENT SHOULD BE INSTALLED CLOSEST TO SUPPORT POSTS. ELEVATION 11x17 SCALE: NOT TO SCALE 11x17 SCALE: NOT TO SCALE 72x.34 Cr.AI F- NnT Tn crAi r CUBE CABINET H—FRAME MOHNTIN(; i r l IPP r`AQIAI17T CDCr'ICIr`ATInK1C 1 - I I !-- I22x34 SCALE: NOT TO SCALE I vvvIII yr wIIII L-1 1j1 1_V111 1Vr111v1�.i I I Sprint Alcatel -Lucent NEXIUS Jeffrey Rome dl Associates, Inc. Architecture & Telecommunicotione 1 San Joaquin Plaza, Suite 250 Newport Beoch, California 92660 e: Phon949 760-3929 F. 949 760-3931 REVISIONS REV. DATE DESCRIPTION INR. 1 04/05/12 90% ISSUED REVIEW IB 2 05/08/12 100% FOR APPROVAL IB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET J� L f4 * C-02087,6,g3� SITE INFORMATION: RV54XC487 STORAGE USA 46600 ADAMS STREET LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: F— s A z AAV-2