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MUP 2012-1050City 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.w I Date Rem, 1.� jty Fee: 5 f Related Apps.: Logged in by: MUR iia -Coro APPLICATION FOR MINOR USE PERMIT AP MINOR USE PERMIT applications are reviewed and approved -by the Comm v De}}� pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to a thaM d ust the permit do not have an adverse impact on surrounding properties, residents, or bu ine mr oNCE FINANCE APPLICANT ' 1,IBIYi 1-t� ��Tf ;111111J� �i�l � �' O %PJl ('�-AA n n 11 n t 1 r• nl i -JA) of (Print) ° To Nn amu,, \C e Il �,�,�✓ , g MAILING ADDRESS, ` Phone No. -041- 40 ;_� CITY, STATE, ZIP: �� UI�i'� � � (�, ZrJtJ� Fax No. C)6 PROPERTY OWNER (If MAILING CITY, ST A RI 1 i WS, P' PROJECT LOCATION: T>I V U U �2 { v' -4jUe ,( k C1) j jLiM �,�- I �,2L PROPOSED USE AND/OR CONSTRUCTION (Including operational information):Ns ti ■1 A;A A.-1 /AJ I �w,t t.A �'1- Ni PX%I' e `_ L ,_ -a.r/fi . A LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): AlMinor Use Permit SUBMISSION E.O T EM .NTS -O Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x l 1" sheet or folded down to S/z" x 11". 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 - 1,AIi U OA Y VI -0 1,�MA SIGNATURE OF APPLI NAME OF PROPERTY 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 181Minor Use Permit PREPARED 10/16/12, 17:02:18 PAYMENTS DUE INVOICE CITY OF LA QUINTA PROGRAM PZ821L -------------- ------ ------------- -- ----------------- PROJECT NUMBER: 12-00000206 MUP 12-1050 THOMAS KETCHAM FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- MINOR USE PERMIT 75.00 TOTAL DUE 75.00 Please present this invoice to the cashier with full payment. • I. J P.O. Box 1504 1 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 November 8, 2012 Mr. Thomas Ketcham Sprint PCS P.O. Box 8433 Moreno Valley, CA 92553 SUBJECT: MINOR USE PERMIT 2012-1050: 81-600 AVENUE 58 IMPROVEMENTS TO EXISTING TELECOMMUNICATION FACILITY Dear Mr. Ketcham: The Planning Department has reviewed and approved your request to install three (3) new panel antennas and equipment cabinets at an existing telecommunication facility, located at 81-600 Avenue 58, within the Imperial Irrigation District's headquarters. 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: IaI-kn-10L�9 1. Consistency with the General Plan: The proposed new antennas and equipment cabinets at the existing te!ecommunication 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. ENNA 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 2001-059, Amd. 1 (CUP 01-059). 4. The applicant is permitted to install an additional three (3) panel antennas on the existing antenna array on the tower; one panel per array. Additionally, the applicant is permitted to place new radio remote -head (RRH) antennas on the existing arrays, behind the panel antennas. All new antennas shall be painted to match the color on the array. 5. The applicant is permitted to install additional equipment cabinets within the facility's enclosure, below the height of the enclosure wall. 6. 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 properties. 7. 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 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 you have any questions please contact me at (760) 777-7125. Sincerely, ERIC CEJA Assistant P n er C: Greg Butler, Building & Safety Department S P ri nt' 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 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG CODE BLOCK APPROVAL SIGNATURE DATE ENLARGED SITE PLAN PROJECT MANAGER EQUIPMENT PLAN A-3 CONSTRUCTION MANAGER RF ENGINEER NORTH ELEVATION SITE ACQUISITION SOUTH ELEVATION A-5 PLANNING CONSULTANT A-5.1 DETAILS PROPERTY OWNER JUNCTION DETAILS A-7 SPRINT REPRESENTATIVE A-8 SIGNATURE BLOCK NETWORK VISION MMBTS LAUNCH IMPERIAL RV54XC489 TM LATTICE TOWER 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SPRINT PROPOSES TO MODIFY ITS EXISTING ANTENNA AND EQUIPMENT IN AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. • INSTALL (3) (N) PANEL ANTENNAS. • INSTALL (3) (N) RRH'S. • REMOVE ALL (E) COMA 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 CABINET. • REMOVE (1) (E) GPS ANTENNA. • INSTALL (1) (N) GPS ANTENNA. SCOPE OF WORK APPLICANT: SPRINT 310 COMMERCE #200 IRVINE CALIFORNIA 92602 CONTACT: LORENA FLORES PHONE: (949) 274-1454 PROPERTY OWNER: IMPERIAL IRRIGATION DISTRICT P.O. BOX 987 IMPERIAL, CALIFORNIA 92251 CONTACT: CHUCK SCROGGINS PHONE: (760) 339-9861 PROPERTY INFORMATION: ZONING CLASSIFICATION: R -L LOW DENSITY RESIDENTIAL CALIFORNIA BUILDING CODE: 2010 EDITION EXISTING CONSTRUCTION TYPE: TYPE V -N PROPOSED CONSTRUCTION TYPE: TYPE V-8 EXISTING OCCUPANCY: 8 PROPOSED OCCUPANCY: S-2 JURISDICTION: LA QUINTA EXISTING USE: TELECOMMUNICATIONS PROPOSED USE: TELECOMMUNICATIONS LATITUDE: 33.6299' (33' 37' 47.6394" N) LONGITUDE: -116.2396' (116' 14' 22.5594" W) PARCEL NUMBER: 761-720-021 LEASE AREA: NO CHANGE IN EXISTING LEASE AREA PROJECT SUMMARY SHEET DESCRIPTION T-1 TITLE SHEET T-2 SPECIFICATIONS AND NOTES T-3 SIGNAGE AND NOTES A-1 SITE PLAN A-1.1 ENLARGED SITE PLAN A-2 EQUIPMENT PLAN A-3 ANTENNA LAYOUT PLAN A-4 NORTH ELEVATION A-4.1 SOUTH ELEVATION A-5 EQUIPMENT DETAILS A-5.1 DETAILS A-6 JUNCTION DETAILS A-7 ANTENNA AND RRH DETAILS A-8 CABLE SPECIFICATIONS E-1 SINGLE LINE DIAGRAM E-2 ANTENNA LINE COLOR CODING AAV -0 SITE PHOTOS AAV -1 SITE PLAN AAV -2 DETAILS SHEET INDEX PROJECT ARCHITECT JEFFREY ROME & ASSOCIATES I SAN JOAQUIN PLAZA SUITE 250 NEWPORT BEACH, CALIFORNIA 92660 CONTACT: CINDY AVALOS PHONE: (949) 760-3929 EMAIL: CINDYAOJRAINC.NET STRUCTURAL ENGINEER ZAIZALJ & ASSOCIATES WISSAM ZALZALI PHONE: (949) 609-9559 EMAIL: WZALZALI®ZALZAUANDASSOCIATES.COM CONSTRUCTION MANAGER: ALCATEL-LUCENT MITCH EVERETT PHONE: (949) 292-1266 EMAIL: MITCH.EVERETTOALCATEL-LUCENT. COM PLANNING CONSULTANT TOM KETCHAM PHONE: (951) 801-5354 EMAIL TOMOMYCELLTOWER.US SITE ACQUISITION MANAGER ALCATEL-LUCENT LORENA FLORES PHONE: (949) 274-1454 EMAIL: LORENA.FLORESOALCATEL-LUCE NT.COM PROJECT MANAGER NEXIUS SOLUTIONS, INC. LIZ PETERSON PHONE: (925) 628-9324 EMAIL: ELIZABETH.PETERSONONEXIUS-COM RF ENGINEER: ALCATEL-LUCENT ZHEN TANG EMAIL: ZHEN.TANGOALCATEL-LUCENT.COM TELCO COMPANY: VERIZON JOHN RODRIGUEZ PHONE: (909) 982-1953 EMAIL: JOHN.RODRIGUEZOISC-IMPACT.COM POWER COMPANY: IMPERIAL IRRIGATION DISTRICT P.O. BOX 937 IMPERIAL, CALIFORNIA 92251 PROJECT TEAM THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE CORRECT SCALE ONLY WHEN THESE DRAWINGS ARE PRINTED IN A 1t"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 NEXIUS .J RA Jeffrey Rome & Associates, Inc. Architecture & Telecom municotions 1 San JoaquinPlaza, Suite 250 Newport Beach, California 92660 Phone: 949) 760-3929 Fax: 949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 07/10/12 90% CD REVIEW PM 2 08/24/12 100% CD'S FG 3 109/12/12 REVISED 100% CO'S PM 4 - NOTFOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET EO ARcy/� v <I\^ ROME C-0 $ P• OF CAO 0P SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER Z F_ T-1 ILL GENERAL GUIDELINES PAINTING NOTES & SPECIFICATIONS STRUCTURAL SPECIFICATIONS I. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 20. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND A. GENERAL A. GENERAL 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, FG 3 09/12/12 C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. SPRINT, AND THE CITY OR GOVERNING AGENCY. 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE 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 2. CONTRACTOR SHALL. PREPARE ALL SURFACES AND APPLY ALL FINISHES THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. S. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSON, SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT PLANS, SECTIONS AND DETAILS. ANDDROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS. AS WELL AS DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY 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. WITH THE SPRINT CONSTRUCTION AND CONTRACT DOCUMENTS AND SHALL 22 THE LATEST EDITION OF All PERMITTED AND APPROVED PLANS MANUFACTURER FOR EXISTING WEATHER CONDITIONS. OVER GENERAL NOTES AND TYPICAL DETAILS. CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND 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 C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS 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. DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT NOTIFY SPRINT ON TR TI N MAN RREINFORCING C 5 UC 0 AGE AND TME ARCHITECT IN WRITING. ALSO MAINTAIN IN GOO CONDITION. N P D O E COMPLETE SET OF PLANS LAN TAKE PRECEDENCE OVER THE SPECIFICATIONS. P BARS SHALL BE STAGGERED WHEREVER 05518LE. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE MORE COSTLY OR EXTENSIVE WORK IN THE BID. UNLESS SPECIFICALLY PREMISES AT ALL TIMES. THESE ARE 70 BE UNDER THE CARE OF SPRINT CONSTRUCTION MANAGER. 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT THE JOB SUPERINTENDENT. DIMENSIONS NOT SHOWN. AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR 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 SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED SURFACES 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY OTHERWISE NOTED. CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: CORRECT ALL PROBLEMS THAT RESULT. MATERIALS ON A DAILEY BASIS. EXCEPT FOR THAT SPECIFIED AS REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER By ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPE -SPI. UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. 4. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING NOT F S DETAILNFULLY SHOWN OR NOTED SHALL BE CONSTRUCTIONA. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" DIAGRAMMATIC ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEANUP UPON 7. FURNISH DROP CLOTHES, SHIELDS, MASKING AND PROTECTIVE METHODS TO SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" 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 C. WALL, EXTERIOR FACE SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED. DO NOT CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY FACILITIES. 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE D. WALL, INTERIOR FACE 1" FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE NATURE AT 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 24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE F. JOISTS 3/4" FIELD DIMENSIONS. PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NO THINNER THAN THE DRY FILM THICKNESS INDICATED. APPLICABLE. G. BEAMS, GIRDERS &COLUMNS 1-1/2" 5. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, NORMAL ACTIVITY. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AT A RATE TO 5. SAFETY: THESE STRUCTURAL DRAWINGS REPRESENT THE FINISHED 11. PENETRATIONS: SLEEVES OR CHASES SHALL BE PLACED IN 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. ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT W BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INDICATE THE METHOD OF CONSTRUCTION. PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR B. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES, ALL MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROTECT SITE CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES WHICH 5. WATERPROOFING: WATERPROOFING AND DRAINAGE. DETAILS AND PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT 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 WITHIN CUSTOMARY TRADE PRACTICE. O WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS OBJECTION 7ANY DETAIL. DETAILS ARE 27. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING NOT DRAWING ARE OF GENERAL INFORMATION PURPOSES ONLY. OBTAINED FROM THE STRUCTURAL ENGINEER. INTENDED TO SHOW THE END RESULT OF THE HE DESIGN. MINOR LESS THAN 2-A OR 2 -PROBE WITHIN FEET TRAVEL DISSTT ANCE TO B. PAINTING SCOPE WATERPROOFING AND DRAINAGE ARE SOLELY THE DESIGN MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SWILL BE ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION. 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 PAINTING SCOPE 1, ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE SPRINT 29. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE en """`T m w """m .ea "� ACCORDANCE WITH THE SPECIFICATIONS OF THE NSC. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL. DOWELS, MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. .mu sawn„ ue,rn oxo, M ws ux. INSERTS, ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO 8. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE &RADIO EQUIPMENT 30. UPON COMPLETION OF CONSTRUCTION, SPRINT .m.imfO1°',.w..a wi mm 'a.® ®® team w w,me 2. ALL BOLTS SHALL CONFORM TO 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 ax nw.,e wn, w+r ,e, w,0 rnu Jnr v+ns 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. 1e ASTM A-325 BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 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_ 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL A53 CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED 9. ALL SYMBOLS & ABBREVIATIONS USED ON THE DRAWINGS ARE ACCEPTANCE OF THE PROJECT BY SPRINT. '416'x° TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS OUESTIDNS REGARDING THEIR EXACT MEANING, THE SPRINT }2. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION C. COATING SYSTEM SPECIFICATIONS . . 4STEEL TUBING SHALL BE GRADE "B" 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 DFT PER MINIMUM PERIOD. CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER (866A50) . 5. 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 REGULATION TAKE PRECEDENCE. 2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN 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. WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. D. TIMBER 11, THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY PAINT &PRIMER 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE N0. 1 GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE SUBCONTRACTORS OR WORKMEN ARE IN THE SITE AND SHALL SUPERVISE AND DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL D. ANTENNAS A. 250 AMP WELDERS. DRAWINGS. BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ROOFING & WATERPROOFING NOTES PRIMER - KEM AQUA E61 -W525 B. ROD OVENS. TECHNIQUES, PROCEDURES AND SEQUENCES AND FOR COORDINATING ALL TOPCOAT - COROTHANE II B65W200/B6OV22 C. GRINDERS. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 PORTIONS OF THE WORK UNDER THE CONTRACT. 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS IS UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND BTS CABINET 7. NO BUZZ BOXES SHALL BE USED. 12. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING PRIMER - KEM AQUA E61 -W525 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/B60V22 8. ALL STRUCTURAL STEEL SHALL MILL CERTIFICATION. MILL LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S4S. 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. NRCA NATIONAL. ROOFING CONTRACTORS ASSOCIATION DISCREPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT PROJECT MANAGER IN COAXIAL JUMPER CABLES PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 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 25% 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/B6OV2 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 WITHBd AT 6" O.C. UNLESS SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF PRIMER - KEM BOND HS B5OWZ4, DMT ACRYLIC PRIMER 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C. NATIONAL ASSOCIATION PATCHING NEW PENETRATIONS ETC. TOPCOAT - 2 COATS COROTHANE It POLYURETHANE B65W200/B60V2 SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. 4201 LTE CENTER DRIVE CHATILLY, Y. VA VA 22021-1209 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF &BUILDING 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL GALVANIZED METAL 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 BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISHHALF Of ALLOWABLE CODE STRESSES UNLESS SPECIFICALLY NOTED UNLESS NOTED OTHERWISE ON THE PLANS. 820 TRANSFER ROAD COATC (ALVITE HIGH SOLIDS OR DIM PRIMER/FINISH) "FULL STRESS" AT END OF WELD SYMBOL. ST. PAUL. MN 55114-1406 CIF IT DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR C. CONCRETE 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 TO LIKE -NEW CONDITION. STAINLESS STEEL PRIMER - OTM WASH PRIMER, 871Y1 SHALL CONFORM TO PS 1-83. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES & TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/86OV2 I. 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 FINISHES UNLESS SPECIFICALLY LE SEC IT NOTED TO THE CONTRARY OR FOLLOWING T PR CLOW G ULTIMA E COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: EXCEED 24% AT THE TIME OF INSTALLATION. PRECEDENCE. APPROVED BY THE SPRINT CONSTRUCTION MANAGER IN CO PRE -PRIMED STEEL id. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL ADVANCE. TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS, SSOWZ4 LOCATION STRENGTH WT. SLUMP ADMIXTURE 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING NECESSARY BLOCKING, BACKING, FRAMING, HANGARS OR OTHER SUPPORTS SLAT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION, ALUMINUM &COPPER A. SLAB&FOOTING 3000psi 150pcf 4" NONE CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. FOR ALL ITEMS REQUIRING THE SAME. THE CONTRACTOR SHALL PROVIDE ROOFTOP WALK PADS TO ALL NEW PRIMER -DTM WASH PRIMER, 871Y1 15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING. ON CONVENTIONAL ROOFING, THE WALK PADS SHALL TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 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 WOOD. SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS BE "DUCK BOARDS" AS MANUFACTURED BY APC OR EOUAL. ON 2500psi SHALL CONTINUOUSLY INSPECTED DURING PLACEMENT AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL SPECIAL ROOFING SYSTEMS SUCH AS SINGLE MEMBRANE ROOFS WILL CONCRETE MASONRY PRIMER - PRO MAR EXTERIOR BLOCK FILLER BY A DEPUTY INS INSPECTOR EMPLOYED BY A TESTING LABORATORY S 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH APPROVED BY THE BUILDING DEPT. BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A 16. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNERS, AND SPRINT BY NOTES 1 & 2 ABOVE. 3. REBAR GRADES: REINFORCING STEEL SHALL 8E CLEAN PERFORMED DIAMETER EQUAL TO 75% DIAMETER OF BOLT. PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING CONCRETE STUCCO(EXISTING) BARS CONFORMING TO ASTM A615 AS FOLLOWS: CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES, 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN CONSTRUCTION, STRUCTURE. LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION PENETRATION AT FIRE RATED ASSEMBLIES STUCCO N4 & SMALLER BARS.................GRADE 40 THE SAMSON COMPANY, SUBSTITUTIONS MAY BE MADE WHEN OF SPRINT, AND THE PROPERTY OWNER'S PRIMER - PRO MAR MASONRY CONDITONER B -46-W21000 #5 & LARGER BARS ...................GRADE 60 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 CONTRACTOR SHALL PROVIDE "HILTI" HIGH PERFORMANCE FIRE STOP 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR SYSTEM /FS601 AT ALL FIRE RATED PENETRATIONS INSTALLED PER WOOD 4. CEMENT: FOUNDATIONS & SLABS: TYPE V. LOW ALKALI, OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS. PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER Y -24W20 CONFORMING TO ASTM C-150. OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR INTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT 2.ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO MATCH PIER/CAISSON FOOTINGS: TYPE V. LOW ALKALI, CONFORMING CEDAR. UNDER THIS CONTRACT. CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. ADJACENT SURFACES TO ASTM C-150. FIELD CUTS/DAMAGE(PRIOR TO PRIME & PAINT) 14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS 18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIRST 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (ALC.) CONFORMING LOCATE ALL EXISTING UTILITIES. OR CONTACT AN OUTSIDE AGENCY TO & SECOND COAT - CUPRINOL CLEAR WOOD PRESERVATIVE #158-0356 C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE TO 20F -V12 LOCATE ALL EXISTING UTILITIES. WHETHER SHOWN HEREIN OR NOT, AND WORK E ENVIRONMENT ALL PENETRATIONS INTO FINISHED CLU -LAMS SHALL BE SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK B. STRENGTH PROPERTIES: TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER 1. CONTRACTOR AND CREW SHALL ABIDE BY THE UNITED STATES DEPARTMENT CAULKED WITH "SIKAFLEX" SEALANT SHALL BE THE FOLLOWING: Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. OF LABOR'S OCCUPATIONAL SAFELY AND HEALTH ADMINISTRATION STANDARDS STEEL TOUCH UP Fb TOP FIBER BENDING STRESS 1000psi MIN. p (OSHA) AS DESCRIBED IN OSHA'S HANDBOOK OF GUIDELINES. A. FOUNDATIONS &SLABS 9" OR LESS: 3/4" GRAVEL Fv SHEAR STRESS 190psi MIN. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY STEEL THAT HAS BEEN WELDED, CIJi OR SCRATCHED IN THE FIELD B. PIER/CAISSON FOOTING: 1" GRAVEL. Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. 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 E MODULES ELASTICITY 1400ksi MIN. JOB IS COMPLETED AND ACCEPTED BY SPRINT. DESCRIBED IN SPRINT'S SAFETY HANDBOOK. 6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT 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 NEAUS .J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 D ARC, JEFFR OME �.A 0 EXP. P F O `SFO ,,TE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SPECIFICATIONS AND NOTES SHEET NUMBER: i T-2 I ILL REVISIONS REV. DATE DESCRIPTION INIT. 1 07/10/12 90% CD REVIEW PM 3 08/24/12 100% CO'S FG 3 09/12/12 REVISED 100% CD'S PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET D ARC, JEFFR OME �.A 0 EXP. P F O `SFO ,,TE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SPECIFICATIONS AND NOTES SHEET NUMBER: i T-2 I ILL BATTERY INFORMATION/ NOTES: REVISIONS REV. DATE MATTERY MFG: EAST PENN MANUFACTURING A- QUANTITIES OF 500 GALLONS OR LESS ARE INIT. 1 07/10/12 2 08/24/12 90% CO REVIEW 100% GO'S EXEMPT PER TABLE 3-E OF THE 1997 MODEL NUMBER: 12AVR-14SL U.B.C. 3 09/12/12 REVISED 100% GO'S PM ELECTROLYTE CONTENT PER BATTERY: 2.17 GALLONS B. SINGLE VASSEL CAPACITIES 10 GALLONS OR LESS, AND AGGREGATE QUANTITIES NOT ELECTROLYTE HAZARD CLASSIFICATION IN EXCESS OF 100 GALLONS ARE EXEMPT PER '07 C.F.C. (8.7% SULFURIC ACID): PER ARTICLE 64 OF THE 2007 C.F.C. I N CASE O F NOT FOR LABELED CORROSIVE C. QUANTITIES LESS THAN TI GALLONS ARE NUMBER OF BATTERIES TO EXEMPT FROM C.F.C. ARTICLE BO, 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 2007 C.F.C. ARTICLE 64, AND SHALL NOT CONTAIN _ L 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: RV54XC489 2. A CFC PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD -ACID BATTERIES IS NOT REQUIRED FOR THE QUANTITIES ON SITE, SITE NAME: IMPERIAL 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 i' IN HEIGHT AND IN A COLOR WHICH CONTRASTS TO THE BACKGROUND OF THE SIGN AND LIST 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. a. 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. I 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 G:>3i CONTRASTS TO THE SIGN BACKGROUND, AND SHALL BE PROMINENTLY DISPLAYED. I� 12. REQUIRED SIGNAGE SHALL INCLUDE BUT MAY NOT BE LIMITED TO, APPLICABLE TYPES FROM EXAMPLES HAZARDOUS SHOWN HEREIN; SEE DETAILS 1, 2, AND 3. �� MATERIAL Warning STORAGE AREA Corrosive - HAZARDOUS MATERIAL SIGNAGE 2 • AWARNING ©CAUTION Ao Beyan Id Uda puU rL Radio frequency tleltls at this site Radio frequency tlelds beyond Beyond this point. Radio hequeney fields at this site may exceed FCC rules for human this point may exceed the FCC exceed the FCC rules for human exposure general public exposure limit exposurw so, you, -1 Y, -bay oll Posted signs. and Obey all Posted signs and site guideline. for world" In radio tf.qu—y Falb,. to obey ell pasted sign. end ate guidelines rot working in radio f Ito id heq .mv erivi—mems- a irc Mlleele. guldeen- lo, w Iunq in mall. hsquency eneltonnieMe could result in sefious injury. SITE IDENTIFICATION SIGNAGEd PF g1r1NAr_P T I V IVB Li Sprint NEXIUS ,J RA Jeffrey Rome & Associates, Inc. Architeclura k Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phan.: 949 760-3929 Fox: 949; 760-3931 F1E0 ARC JEFF ROME E O A``�OP� SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SIGNAGE AND NOTES SHEET NUMBER T-3 REVISIONS REV. DATE DESCRIPTION INIT. 1 07/10/12 2 08/24/12 90% CO REVIEW 100% GO'S PM FG 3 09/12/12 REVISED 100% GO'S PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET F1E0 ARC JEFF ROME E O A``�OP� SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SIGNAGE AND NOTES SHEET NUMBER T-3 SITE PLAN GENERAL NOTES 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 CITY'S STORM WATER STANDARDS. 5. ALL CLEARWIRE ANTENNAS, COAX AND MICROWAVES TO REMAIN. STORM WATER QUALITY NOTES CONSTRUCTION 8MP'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 BMP'S. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR 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/OR 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 %40 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 SPRINT LEASE AREA. SEE SHEET A-1.1. EXISTING BUILDING. EXISTING BUILDING. 1900 MNZ SECTOR 1' zao• •i -1 SOP 5 o° 19 (F--� LJ 58TH AVENUE N I SITE PLAN„X,� SCALE: 1"=120'I 24x36 SCALE: 1"=60' 10 30' 60' 120'1 1 1 Nw Sprint Alcatel -Lucent NEAUS .J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 GRED ARC JE F 0 E A C-02 7 E P, N� ATF P� Al SFO SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: s I� REVISIONS REV. DATE DESCRIPTION INIT, 1 07/10/12 90% CD REVIEW PM 2 08/24/12 100% CD'S FG 3 09/12/12 REVISED 100% CD's PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET GRED ARC JE F 0 E A C-02 7 E P, N� ATF P� Al SFO SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: s I� 01 1900 A4 SECTOR •T" 280' NOTES TO CONTRACTOR: 1. REMOVE ALL EXISTING CDMA COAX AND ANTENNAS FROM SITE. 2. NEW ANTENNAS AND HARDWARE TO BE PAINTED TO MATCH EXISTING BU LONG OR LATTICE TOWER. 3. CONTRACTOR TO SET ELECTRICAL TILT. NUMBER F1, OR ANTENNA AZIMUTH RAD Of ANTENNA MODEL ELECTRICAL MECHANICAL RRH MODEL FIBER OPTIC FIBER OPTIC CABLE CENTER TILT TILT RRH LENGTH LENGTH ANTENNAS MODEL (f5') (f5') 1900 280' 98.2' 1 APxv9ERR18-C-A20 - p - RRH 1900 4X45 65 MHz (1) HYBRIFLEX 1-1/4 0 -6 1 H8114-1-OSU4-M5J 155.7 10' 2 1800 45' I 98.2' I 1 APXVSPP18-C-A20I _40 - RRH 1900 4X45 65 MHz I (1) HYBRIFLI 14-1 EX 1 155' 10' 31900 160 98.2 1 APXVSPPIB-C-A20 - 0 - RRH 1900 4X45 65 MHz (1) HYBRIFLEX 1-1/4b 155 10. H8114-1-08U4-M5J 4 N/A IMPORTANT NOTE: INSTALLER VERIFY LATEST PLUMBING/WIRING DIAGRAMS, PRIOR TO INSTALLATION. VERIFY CURRENT RFDS SHEET PRIOR TO BUILD PROPOSED SPRINT ANTENNAS MOUNTED TO EXISTING LATTICE TOWER; SEE SHEET A-3. EXISTING CABLE BRIDGE WITH PROPOSED HYBRIFLEX CABLES. EXISTING SPRINT OUTDOOR EQUIPMENT AREA; SEE SHEET A-2. SCALE: NONE L N 1 111x17 SCALE: 1/8" =1'-0"1 ENLARGED SITE PLAN 'I 122x34 SCALE: 1/4"=1'-0"1 0 2' 4' 8' 1 1 1 Sprint Alcatel -Lucent NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1 San JoaquinPlaza. Suite 250 N_porf Beach, California 92660 Phone: (949) 760-3929 Pox: (949) 760-3931 �?E D q Rcy/ JE ROME C - q2 87 Ex ;T SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER F— 7 A-1.1 REVISIONS REV. DATE DESCRIPTION INIT. 1 07/10/12 90% CO REVIEW PM 08/24/12 1008 CO'S FG S 09/12/12 REVISED 100% CO'S PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET �?E D q Rcy/ JE ROME C - q2 87 Ex ;T SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER F— 7 A-1.1 EQUIPMENT PLAN SYMBOL LEGEND EQUIPMENT PLAN SYMBOL LEGEND O EXISTING SPRINT TELCO CABINET. EXISTING ELECTRICAL PANEL. EXISTING SPRINT TELCO CABINET. EXISTING ELECTRICAL PANEL. C-71 PROPOSED FIBER AND DC DISTRIBUTION BOX. 0 EXISTING SPRINT BATTERY CABINET. EXISTING SPRINT SITE LIGHT. EXISTING SPRINT BATTERY CABINET, EXISTING SPRINT SITE LIGHT. ---- PROPOSED FIBER AND DC CONDUIT. O EXISTING SPRINT POWER CABINET. - -_ EXISTING SPRINT MAIN GROUND BUS BAR. EXISTING SPRINT POWER CABINET. ----. EXISTING SPRINT MAIN GROUND BUS BAR. EXISTING SPRINT PRIMARY BTS CABINET, EXISTING SPRINT ELECTRICAL METER. EXISTING SPRINT PRIMARY BTS CABINET. EXISTING SPRINT ELECTRICAL METER. O EXISTING ELECTRICAL TRANSFORMER. - EXISTING SPRINT GPS ANTENNA. EXISTING ELECTRICAL TRANSFORMER. _,i EXISTING SPRINT GPS ANTENNA. - - - - PROPOSED (3) HYBRIFLEX 1-1/4"0 CABLES FROM PROPOSED SPRINT JUNCTIOI, BOX TO ANTENNAS MOUNTED WITHIN EXISTING UNDERGROUND CONDUIT ROUTE, SEE SHEET E-1. EXISTING SPRINT EQUIPMENT EXISTING MGB. CONTRACTOR TO VERIFY ENCLOSURE. EXISTENCE AND SPACE AVAILABLE. IF NEW MGB REQUIRED, INSTALL PER DETAIL L -- --_ _ - 3/A-5. EXISTING METER. - - - EXISTING METER. S PPC — ----------Y------- PPC TELCO EXISTING TELCO CABINET TO ----------Y------- TELCO < EXISTING TELCO CABINET. REMAIN. Y -- -- � -- - - -- - -- - EXISTING GENERATOR PLUG. PROPOSED SPRINT FIBER AAV EQUIPMENT TO BE INSTALLED; SEE SHEETS AAV -0. 1 AAV -1 & AAV -2. - EXISTING MGB. II I I I I PROPOSED SPRINT JUNCTION BOX. II r CONTRACTOR TO FIELD VERIFY LOCATION, SEE SHEET A-6. TO BE MOUNTED TO II II PROPOSED H -FRAME; SEE SHEET AAV -2. 1 I ' ll I BBU I iiE FUTURE BBU CABINET. L, L PROPOSED (2) 1-1/2"0 LIQUID TIGHT FLEXIBLE CONDUITS FOR POWER AND FIBER; SEE SHEET E-1. PWR < EXISITNG SPRINT 6OEC POWER i BBU PROPOSED 6OECv2 BBU CABINET. BBU CABINET TO BE REMOVED AND CABINET E MOUNTETE ED ONTO REPLACED. I I EXISTING ON DETAILS - II II I/A-5 & 4/A-5. r II r P BTS- - •- - EXISTING SPRINT 4.0 MODCELL TO BE REMOVED AND REPLACED. P BTS - - - - --.- PROPOSED 9928 BTS CABINET TO BE MOUNTED PAD; r ONTO EXISTING CONCRETE SEE DETAILS 1/A-5 & 5/A-5. - - 1- - -I EXISTING SPRINT GPS ANTENNA - PROPOSED SPRINT GPS ANTENNA; TO BE REMOVED AND REPLACED. SEE DETAILS 1/A-5.1 AND VERIFY LOCATION. 2/A-5.1. - - - EXISTING CABLE BRIDGE. - - - - EXISTING CABLE BRIDGE. EXISTING CONCRETE SLAB. { EXISTING CONCRETE SLAB. 10 0„ N N EXISTING EQUIPMENT PLAN 11X17 SCALE: 1/4"=1'-0" 2 PRnpnSrn P(11 IIPAAENT "-' `—"'"' PI AKI `' "' 11X17 SCALE: 1/4"= V-0" 22X34 SCALL: 1/2"=1'-0" 0 1' 2' 4' 22X34 SCALE: 1/2"=1'-0" 0 1' 2' 4' Sprint Alcatel -Lucent NEAUS ,J RA Jeffrey Rome do Associates, Inc. Architecture & Telecommunications 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: 949 760-3929 F. 949 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 107/10/121 90% CD REVIEW PM 2 08/24/12 100% CD'S FG 3 09/12/12 REVISED 100% CD'S PM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ED ARC �C Q� JE F J C-0 SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OU INTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: i z A-2 c ANTENNA LAYOUT PLAN NOTES ANTENNA LAYOUT PLAN NOTES 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION (E) EXISTING ANTENNA WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE AND RF DESIGN. ANTENNA 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS. MOUNTING HARDWARE (E) EXISTING ANTENNA AND PIPE MOUNT MODIFICATION MAY BE REQUIRED. (N) PROPOSED ANTENNA 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. 190p. MHz SECTOR •1 ' 280• -.. .` sQ� S 6011 Ta`� CpfAP 6S I J [ (E) CDMA (N) 1900 - - EMPTY - - - MHz ANTENNA .e (E) CDMA r,• O^. / (N) 1900 m. o MHz RRH o, •� -' CpM CO / h� q Sf-Cr Mq aF L )_300Cr0� r (E) CDMA------� (E) CDMA \ EXISTING SPRINT CDMA EMPTY --------- \\ �(N) ANTENNA, (3) TOTAL. EXISTING SPRINT COMA - (N) 1900 / \ \ " � ANTENNA, (3) TOTAL. MHz RRH \ 1900 -- M 900 - MHz (N) MHz H ^. ANTENNA �....'h-♦ - y p� - " PROPOSED SPRINT 1900 MHz RRH; -- - - - - - (1) PER SECTOR, (3) TOTAL; SEE I DETAILS I/A-7 AND 3/A-7. - - - - - .. _ - - EMPTY PROPOSED SPRINT 1900 MHz ` (E) CDMA ANTENNA. (1) PER SECTOR, (3) \ (E) CDMA TOTAL; SEE DETAILS 2/A-7, (N) 1900 4/A-7 & 6/A-7. MHz \ \ \ ANTENNA \ \ \ EXISTING LATTICE TOWER. v EXISTING LATTICE TOWER, - '" - - til=. PROPOSED SPRINT 1-1/4"0 HYBRIFLEX ,sEC, - --� O.�O \ \ P CABLES, ROUTED IN EXISTING CABLE \ EXISTING CABLE BRIDGE. - J > BRIDGE (1) PER SECTOR, (3) TOTAL. EXISTING CABLE BRIDGE. -- - - \ \ \ Oo \ \ \ q N \ \ \ y F \ \ 1 N N EXISTING ANTENNA LAYOUT PLAN 11X17 SCALE: 1/4"=1'-0" i PRnPnSEn ANTENNA I AY(11 IT Pi AKI 11X17 SCALE: 1/4"=1'-0" -- 'I 22X34 SCALE: 1/2"=1'-0" 22X34 SCALE: 1/2"=1'-0" 0 t' 2' 4' ` 0 1' 2' 4' Sprint Alcatel -Lucent NEXIUS .J RA Jeffrey Rome & Associates, Inc. Architecture & 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 07/10/12 90% CD REVIEW PM 2 08/24/12 1007 CD'S FG 3 09/12/12 REVISED 100% CO'S PM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET RE 0 Agcy/� JEFFREY . ROME EX. tP Q' SITE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA LAYOUT PLAN SHEET NUMBER: Z i A-3 Sprint Alcatel -Lucent �l NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fox: (949) 760-3931 REVISIONS PROPOSED 6'-0" SPRINT 1900 MHz DATE DESCRIPTION INIT. 1 2 3 07/10/12 108/24/12 09/12/12 90% CO REVIEW 100% CO'S REVISED 100% CO'S PM FG PM ANTENNA MOUNTED TO EXISTING TOP OF EXISTING LATTICE TOWER. LATTICE TOWER (SECTOR "i" O TOP OF EXISTING LATTICE TOWER. 110.00 A.G.L. 280' AZIMUTH). ) 110.00 A.G.L. EX6IMG GRID DISH. - - I EXISTING GRID DISH. — - TOP OF EXISTING SPRINT ANTENNAS. PROPOSED 6'-0" SPRINT 1900 MHz TOP OF PROPOSED SPRINT ANTENNAS. 100.45 A.G.L. ANTENNA MOUNTED TO EXISTING 101.20 A.G.L. LATTICE TOWER (SECTOR "2" O 45' - AZIMUTH), EXISTING 4'-6" SPRINT ANTENNAS - —CENTER OF EXISTING SPRINT ANTENNAS.PROPOSED 6'-0" SPRINT 1900 MHz CENTER OF PROPOSED SPRINT ANTENNAS. MOUNTED TO LATTICE TOWER. 98.20 A.O.L. ANTENNA MOUNTED TO EXISTING EXISTING 98.20 A.G.L. LATTICE TOWER (SECTOR "3" O 160' AZIMUTH). EXISTING 4'-6" SPRINT ANTENNAS EXISTING MICROWAVE DISH, l MOUNTED TO LATTICE TOWER. Itl PROPOSED SPRINT 1900 MHz RRH; (1) PER SECTOR, (3) TOTAL. I , .111 EXISTING MICROWAVE DISH. lu1, i,.• OTHER CARRIER ANTENNAS. OTHER CARRIER ANTENNAS. OTHER CARRIER ANTENNAS. OTHER CARRIER ANTENNAS. , I, OTHER CARRIER ANTENNAS. OTHER CARRIER ANTENNAS. IN - EXISTING MICROWAVE DISH. - EXISTING MICROWAVE DISH, III 0 III 111 II I 0 N I c PROPOSED (3) HYBRIFLEX CABLES � I O - w ROUTED WITH EXISTING VERTICAL I - ro m CABLE ROUTE. o+ ch EXISTING WATER TANK f EXISTING WATER TANK. I EXISTING SPRINT GPS ANTENNA. — PROPOSED SPRINT GPS ANTENNA. III 11 EXISTING CABLE BRIDGE. EXISTING CABLE BRIDGE. — — EXISTING SPRINT EQUIPMENT — J EXISTING SPRINT EQUIPMENT ENCLOSURE Jr ENCLOSURE. k" illy _e7 TOP OF F � � \ 1 1P TOF F O.S. � e � 0.00 A.G.L. 0.00 A.G.L. NOTE: NOTE ANTENNA RAD CENTER PER RFDS DATED 05/22/12. ANTENNA RAD CENTER PER RFDS DATED 05/22/12. EXISTING NORTH ELEVATION 11x17 SCALE: ,/,6"=''-°" ' _ 7 pRnpncCn K1nGTl.1 CI C1/ATInAI 11x17 SCALE: 1/16"=1'-0" 22x34 SCALE: 1/8"=1'-0" 22x34 SCALE: 1/8"=1'-0" 1 0 4' 8' 16 If f'IvI % t I f L-16-L_vf-Af I I I 0 4' 8' 16' Sprint Alcatel -Lucent �l NEAUS ,J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fox: (949) 760-3931 JEFF ROME :-A EXP, -02 7 N� SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUFORNI INTA, CALIA 92253 RIVERSIDE COUNTY SHEET TITLE: NORTH ELEVATION SHEET NUMBER Z A-4 REVISIONS REV. DATE DESCRIPTION INIT. 1 2 3 07/10/12 108/24/12 09/12/12 90% CO REVIEW 100% CO'S REVISED 100% CO'S PM FG PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET JEFF ROME :-A EXP, -02 7 N� SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUFORNI INTA, CALIA 92253 RIVERSIDE COUNTY SHEET TITLE: NORTH ELEVATION SHEET NUMBER Z A-4 Sprint Alcatel -Lucent NEXIUS Jeffrey Rome do Associates, Inc. Architecture & Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone:(949) 760-3929 F-(949) 760-3931 REVISIONS FEV. DATE DESCRIPTION INIT. 1 PROPOSED 6'-0" SPRINT 1900 MHz TOP OF EXISTING LATTICE TOWER. PM 2 3 TOP OF EXISTING LATTICE TOWER_ 100% GO'S FG REVISED 100% GO'S ANTENNA MOUNTED TO EXISTING "3" i — - - — 110.00 A.G.L. -' —M`110.00 NOT FOR LABELED -k LATTICE TOWER (SECTOR ® 160' A.G.L. "- AZIMUTH). EXISTING GRID DISH. `�; - — EXISTING GRID DISH. TOP OF EXISTING SPRINT ANTENNAS. 'Sr V� TOPOF EXISTING SPRINT ANTENNAS. a /1. ` _ _ 100.45 A.G.L. OD.45 A.G.L. - PROPOSED 6'-0" SPRINT 1900 MHz ANTENNA MOUNTED TO EXISTING \ 80' H) (SECTOR '1" CENTER OF EXISTING SPRINT ANTENNAS. CENTER OF EXISTING SPRINT ANTENNAS. AZM� 98.20 A.G.L. - - EXISTING 4'-6" SPRINT ANTENNAS '+i ! - - -- - - 88.20 A.G.L. -- -- - - - PROPOSED 6'-0" SPRINT 1900 MHz MOUNTED ON LATTICE TOWER. I _ I ANTENNA MOUNTED TO EXISTING I( LATTICE TOWER (SECTOR "2" 6 45' AZIMUTH). EXISTING 4'-6" SPRINT ANTENNAS n - EXISTING MICROWAVE DISH. I MOUNTED ON LATTICE TOWER. Tr PROPOSED SPRINT 1900 MHz RRH; (1) PER SECTOR, (3) TOTAL. EXISTING MICROWAVE DISH, OTHER CARRIER ANTENNAS. - - - II►, - OTHER CARRIER ANTENNAS. OTHER CARRIER ANTENNAS. IIT llll( OTHER CARRIER ANTENNAS. OTHER CARRIER ANTENNAS. .III. OTHER CARRIER ANTENNAS. I+ - - EXISTING MICROWAVE DISH, 1 < EXISTING MICROWAVE DISH. III I11 o l .o - 1 cI Il 111 m III III -PROPOSED (3) HYBRIFLEX CABLES .III ROUTED WITH EXISTING VERTICAL CABLE ROUTE. II ` EXISTING LATTICE TOWER. II ':, III EXISTING LATTICE TOWER. n nl I \ -EXISTING SPRINT GPS ANTENNA. -- PROPOSED SPRINT GPS ANTENNA. EXISTING CABLE BRIDGE. I , EXISTING CABLE BRIDGE. - EXISTING SPRINT EQUIPMENT - -- --EXISTING SPRINT EQUIPMENT ENCLOSURE. ENCLOSURE. _ A, \ \ TOP OF F.S. TOP OF F.S. 0.00 A.G.L. ! 0, 00 A.GL. NOTE: NOTE: ANTENNA RAD CENTER PER REDS DATED 05/22/12. ANTENNA RAD CENTER PER RFDS DATED 05/22/12. EXISTING SOUTH ELEVATION 11107 SCALE: 1/16"=1'-O" %11x17 SCALE: 1/16"=1'-O" - pr?npn(Z`r) C(11 ITI-I E1 P\ieT10nI 22x34 SCALE: 1/8;:=V-0" 22x34 SCALE: 1/8"=I' -O- O 4' 8' ib' ` 0 4' 8' 16' Sprint Alcatel -Lucent NEXIUS Jeffrey Rome do Associates, Inc. Architecture & Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone:(949) 760-3929 F-(949) 760-3931 c�RE D q qc JEFF OME -A -0 N Q SOF CAO 0P SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SOUTH ELEVATION SHEET NUMBER: i A-4.1 REVISIONS FEV. DATE DESCRIPTION INIT. 1 07/10/12 90% CD REVIEW PM 2 3 08/24/12 09/12/12 100% GO'S FG REVISED 100% GO'S PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET c�RE D q qc JEFF OME -A -0 N Q SOF CAO 0P SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SOUTH ELEVATION SHEET NUMBER: i A-4.1 Sprint Alcatel -Lucent NEAUS ,J RA Jeffrey Rome do Associates, Inc. Architecture 8 Telecommunications iSan Joaquin Plaza. Suite 250 Newporl Beach, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 REVISIONS REV. DATE DESCRIPTION INiT 1 07/10/12 90% CO REVIEW PM 2 08/24/12 100% CO'S FG 3 09/12/12 REVISED 100% CO'S PM NOTFOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SEi REO Agcy% � SCI JEFFR OME 0 `SFO SITE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER. f A-5 GALVANIZED STEEL. (CONTRACTOR TO FIELD VERIFY ACTUAL SIZE D _ � D AND LOCATION) INSULATORS, NEWTON INSTRUMENT CAT. N0. 3061-: - 5/8" LOCKWASHERS, 2'-11 1/2" / 2'-7" x NEWTON INSTRUMENT CO. � CAT. NO. 3015-8 C BUS "MGB" GROUND MASTER 5/8-11 X 1" HHCS BOLTS, _ T NEWTON INSTRUMENT CO. CAT NO. 3012-1 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 ^A — � F #2 DOWN CONDUCTOR GND - #2 TO MAIN SERVICE GROUND ROD GROUND BAR (IF REQUIRED) SCALE: ^ \'J[ NONE BTS CABINET — NEW MODEL: ALU 9928 WEIGHT: 1074 LBS (AT FULL CAPACITY) DIMENSIONS (WXDxH): 35.4"x37.8"x75.8" BATTERY CABINET — NEW MODEL:ALU 60ECv2 DIMENSIONS (WxDxH): 31"x30"x6O" WEIGHT: 425 LBS (2,425 LBS WITH BATTERIES) 2'-11 1/2" - - (N) CONDUIT i� I e I - 928 (N) 9928— CABINET CABINET (N) BATTERY CABINET ELEVATION A ELEVATION C ELEVATION A ELEVATION C NOT USED SCALE: /1 L NONE (N) SPRINT EOUIPMENT CABINET. lo (N) CONDUIT - - - (N) (4) 1/2"0 HILTI KWIK BOLT TZ - o' I e STAINLESS ANCHOR IN CONCRETE. SPECIAL INSPECTION REQUIRED (ESR -1917). (N) 9928 CABINET - - - (N) BATTERY CABINET 11 V-11 1/2" / 3" , ELEVATION D ELEVATION e ELEVATION D ELEVATION B (E) CONCRETE SLAB BTS CABINET SCALE: �i BATTERY CABINET SCALE ^ deer gni ii��iT e�irun�n�lr g L—%Al f SCALE: 4 NONE NONE NONE Sprint Alcatel -Lucent NEAUS ,J RA Jeffrey Rome do Associates, Inc. Architecture 8 Telecommunications iSan Joaquin Plaza. Suite 250 Newporl Beach, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 REVISIONS REV. DATE DESCRIPTION INiT 1 07/10/12 90% CO REVIEW PM 2 08/24/12 100% CO'S FG 3 09/12/12 REVISED 100% CO'S PM NOTFOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SEi REO Agcy% � SCI JEFFR OME 0 `SFO SITE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER. f A-5 r Sprint aicnrenw<eot NEAUS �J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 107/10/12 907 CO REVIEW PM 2 1108/24/12 1007 CD'S FG 3 109/12/12 REVISED 1007 CO'S PM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ED ASC <1\� JEFFRE L. ROME P. 9�F OPS C A\-�F ,'TE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: DETAILS SHEET NUMBER E A-5. 1 I ILL (N) GPS ANTENNA. - - - (N) STANDARD 1-1/4- PIPE. -- - - - (E) MOUNTING BRACKET.,1) (E) 2" 0 PIPE. ELEVATION NOT USED SCALE: GPS ANTENNA SCALE: ^ NONE) L NONE MINIMUM OF 75% OR 270' IN ANY DIRECTION GPS r GPS OBSTRUCTIONS MUST BE BELOW 15' I. NOT USED SCALE: 4 NOT USED SCALE rP� ANTENNA SCALE 'I NONE NONE NONE V r Sprint aicnrenw<eot NEAUS �J RA Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 107/10/12 907 CO REVIEW PM 2 1108/24/12 1007 CD'S FG 3 109/12/12 REVISED 1007 CO'S PM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ED ASC <1\� JEFFRE L. ROME P. 9�F OPS C A\-�F ,'TE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: DETAILS SHEET NUMBER E A-5. 1 I ILL PADLOCK MOUNT 1'-1 114" L 3'-8 3/16„ oP VIEW MECHANICAL 1 9T� 6n T FRONT VIEW 1'-11 5J" SDfi VIEW GROUNDLUG 8 BOTTOM VIEW FRONT VIEW WrrH DOOR RENIOVEDTOSHOW DETAIL SIDE VIEW CUTAWAY TO SHOW FMEP. BULKHEAD DETAIL DISTRIBUTION BOX DETAIL 1t SCALE: 1 :3G EXISTING OR NEW H -FRAME 1-t o / 11 I I - o B:€ R?E To Tows 1.1 To BCR FRONT VIEWWrrH DOOR REMDVED TO SHOW DETAIL DISTRIBUTION BOX INSTALL eCOMPLETE VIEW 1-t SCALE: 1 : 296 Sector and Cable Color Code Frequency Color Code (Sprint/ Scenario Specific) RFS Color Code Each sector has separate Hybriflex cable. Hybriflex cable naming as follows; ALPHA - H F11 BETA - H F21 GAM MA- H F31 HF11-FiberPair 1 F1) - - - - - HF11-F! Pair 2 F2 - - - - - 111711 -Mer Pair 3 F3 - - - - - HF11-Fiber Pair 4 F4 - - - - HF11-Fiber Pair 5 F - - - - HF21-Fiber Pair 1- F - - - - - HF21-Fiber Pair 2 F2 - - - HF21-Fiber Pair 3 F3 - HF21-Fiber Pair 4- F4 - - — HF21-Fiber Pair 5 F5 - Mi-FiberPair1- F1 1-FiberPair2 F 1-FiberPair3 F3 HF 1 -Fiber Pair 4 HF�31-Fiber Pair 5- F5 Sector and Cable Color Code Frequency Color Code (Sprint) Scenario Specific) RFS Color Code Group A Power Group A Returns sraccED Group A Power Input from BTS Cabinet (Battery and Return) Group B Power Input from BTS Cabinet (Battery and Return) Group B Returns I STACKED Group B Power AIIIIIIIIIIIIIIIIIIIIIA DC CONNECTIONS DETAIL I -i SCALE: N.T.S. REAR of Distribution Box NOTES: - Distribution Box is kitted with 50' of 1 1/2" Liquid - tight conduit and connectors. This should be- • split in half (25' per), • terminated to the Distribution Box as shown, • ran to and coiled as close to where the cabinet is going to be mounted as possible. - Distribution Box is kilted with 2AWG, power cable 35'X zea. Runs red and zea. Runs black. This should be coiled and left inside Distribution Box. BTS installation team will terminate Liquid -tight, run the fiber jumpers and power cables from BTS Cabinet to Distribution Box. NOTES 1-1 SCALE: N.A Sprint Alcatel- Wcen[ Q NEXIUS �J RA Jeffrey Rome do Associates, Inc. Architecture h Telecommunications 1San Jaaquin Plaza, Suite 250 Newport Beoch, Colilornia 92660 Phone:949 760-3929 Fax: (949) 760-3931 D . JEFFREY . ROME C - EX . SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: JUNCTION BOX DETAIL SHEET NUMBER. Z A-6 REVISIONS REV. DATE DESCRIPTION NIT. 1 07/10/12 90% CD REVIEW PM 2 08/24/12 100% CD's FG PM 3 09/12/12 REVISED 100% CD's I NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET D . JEFFREY . ROME C - EX . SITE INFORMATION'. RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: JUNCTION BOX DETAIL SHEET NUMBER. Z A-6 1900 DUAL APXV9ERR18—C—A20 1900 DUAL APXVSPPI8—C—A20 ANTENNA COLOR: LIGHT GREY RAL7035 ANTENNA COLOR LIGHT GREY RAL7035 DIMENSIONS, H%WxD: 72" X 11.8" X 7.9" DIMENSIONS, HxWxD: 72" X 11.8" X 7" SIDE VIEW FRONT VIEW REAR VIEW WEIGHT: 62 LBS WEIGHT: 57 LBS (N) PANEL ANTENNA; CONNECTOR: (5) 7/16 DIN FEMALE CONNECTOR:SEE (2) 7/16 DIN FEMALE DETAILS 4/A-7 & 6/A-7 (N) DOWNTILT ANTENNA MOUNTING - - -\—-- °I HARDWARE BYA ANTENNA MANUFACTURER. �. < - - - (E) 3"z3" GALVANIZED ANGLE ll - WITH 1/2"e "U" BOLT, j -_- TYPICAL. - (N) 3"ex6'-0" LONG GALVANIZED STD. PIPE TO REPLACE (E). (N) ANTENNA MOUNTING KIT _.. BY ANTENNA MANUFACTURER. (N) JUMPER CABLE. 1900 MHz ANTENNA SCALE: 6 1900 MHz ANTENNA SCALE: 4 1900 MHz ANTENNA MOUNT DETAIL SCALE: ^/ NONE NONE NONE L 1900 MHz RRH MANUFACTURER: ALU MODEL: RRH 1900 4X45 65 MHz WEIGHT Teo TOP VIEW SIDE VIEW FRONT VIEW REAR VIEW (N) 3"x3" GALVANIZED ANGLE WITH J"e "U" BOLT, TYPICAL, EXISTING ANGLE. 1 I (N) 3"e STO.PIPE MOUNT, TYPICAL. TO BE MODIFIED AS REQUIRE. - (N) 1900 MHz RRH;- 11 8'. jr SEE DETAIL 3/A-7. (N) RRH MOUNT \ BRACKET, TYPICAL. a (N) JUMPER CABLE. -- - - SIDE VIEW FRONT VIEW NOT USED SCALE: ri 14nn MHz RRH SCALE: 1 gnln KAW-7 RRH AA(ll IAIT f197All "`-' ' '''"' SCALE: NONE V NONE <J NONE Sprint Alcatel -Lucent NEXIUS .J RA Jeffrey Rome do Associates, Inc. Architecture & Telecomm unicolions 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 REVISIONS REV. DATE DESCRIPTION INIT. 1 07/10/12 90% CD REVIEW PM 2 08/24/12 100% CD'S FG 3 09/12/12 REVISED 100% CD'S RM i NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ED A AC JEF E —� C- P cP� SITE INFORMATION RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: ANTENNA AND RRH DETAILS 21 SHEET NUMBER i A-/7 Product Data Sheet HB1 114-1-0811.114-IM15J HYBRIFLEXTM RRH Hybrid Feeder Cabling Solution, 1-1/4", Multi -Mode Fiber Product 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. Features/Benef its • 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 • vuc000r poyecnylene jacket - tnsures long -fasting cable protection Figure 1: HYBRIFLEX Series Technical Specifications Structur - Structure DC -Resistance Cuter Conductor Armor IQ/km (00000ft)].9 (0.27) DC -Resistance Power Cable. 8.4m m(8AW'G) [Plkm (4/1000ft1] -22 1 (0 64) Fiber Optic Properties ROHS Compliant DC Power Cable Properties ICEA T-29-520 UL Type XHHW-2 UL VW -1 IEEE -383 (1974) RoI Compliant Environment iretallation Temperature I'C (°F)] 40 to +65 (40 to149) Operation Temperature PC (*F)] -40 to +65 (40 to149) • TIK. (W4 Is fillv.wl l .exi mil,gK1 in ciH", RFS The Clear Choice"' I HB114 Please visit us on the internet at http://www.rfswodd.com HYBRIFLEX 1 1 /4"0 SPECIFICATIONS AurrtnumOC NOT USED SCALE: NONE 12 PF/UV external jacket power cable with an Internal jacket (PEW Optical cable (pair) with an Internal jacket (PE/UV) Figure 2: Construction Detail Rev. P3 I Print Date: 28.72011 Rad'w Frequency systems SCALE: /1 NONE NOT ICED SCALE: NONE Sprint Alcatel -Lucent 160 NEMUS �J RA Jeffrey Rome & Associates, Inc. Architecture a Telecommunications 1 San Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 JEFFR L. ROME -02 87 ' P 3 T A`�FO SITE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNT' SHEET TITLE: FEEDER CABLE SPECIFICATIONS SHEET NUMBER: owe REVISIONS REV. DATE DESCRIPTION INIT. 1 07/10/12 2 08/24/12 90% CD REVIEW 100% CD's PM FG 3 09/12/12 REVISED 100% CO'S PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET JEFFR L. ROME -02 87 ' P 3 T A`�FO SITE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNT' SHEET TITLE: FEEDER CABLE SPECIFICATIONS SHEET NUMBER: owe o� ;a m� REVISIONS REV, DATE DESCRIPTION INIT. 1 07/10/12 90% CD REVIEW (N) JUMPER CABLES 2 08/24/12 100% CO'S (N) N6 INSULATED GROUND FOR EACH (N) ANTENNA. 3 09/12/12 REVISED 100% CD'S PM IIII IIII ATTACH PER MANUFACTURERS SPECS. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET IIII IIII (N) (1) 1900 MHz IIII N 6 INSULATED GROUND FOR EACH N RRH. ANTENNA PER SECTOR. IIII IIII ATTACH PER MANUFACTURERS SPECS. -TTTT (N)_(1) SPRINT RR H IIII PER SECTOR. I I I I I IIII IIII IIII IIII IIII (N) SPRINT COAX JUMPERS. I I I I I (] HYBRIFLEX CABLE. I _ (E) ANTENNA GROUND BUS (AGB) IIII - (N) (1) 1900 MHz R— I AT INDIVIDUAL SECTOR - 4-%12"X1/4" SOLID COPPER I I I INSULATED GROUND I I I E CABLE BRIDGE LATTICE TOWER. I I K (N) HYBRIFLEX CABLE. I I \ I E ANTENNA GROUND BUS AGB AT BASE NEAR EQUIPMENT - 4"X12 X1 4 SOLID COPPER _ _ _ _ _ _ _ _ _ _ _ PER SECTOR, TYP.�� (E) 1" FLEX C. 1/2 SOLID BARE TINNED COPPER CAD WELDED TO AGO AND (N) MAIN GROUND ROD I I I I \ I I I I I I _ �E) MAIN GROUND ROD. VERIFY TIED TO GROUND RING I I I I I I I I I - AND MEETS 5 OHMS I K 0PERE IFLEX (E) 1" FLE% C. 1/2 SOLID BARE TINNED COPPER CABLES. (1 SECTOR. I I ( ) CAD WELDED TO MGB AND (N) MAIN GROUND ROD (E) MGB MOUNTED NEAR I I EQUIPMENT CABINETS. I I I I IN QLATED GROUND (N) SPRINT FIBER AND I OC JUNCTION BOX. I I (E) ELECTRICAL PANEL GROUND BUS (E) TELCO GROUND BUSI BUS(N) I 1-1/2-0 FLEXIBLE CONDUITS . N 2 INSULATED GROUND OR AS SPECIFIED FOR POWER/ FIBER. IT EQUIPMENT MANUFACTURER. I (E) /2 INSULATED GROUND OR AS SPECIFIED__j Z BY EQUIPMENT MANUFACTURER. UJ a - - (N) SPRINT BTS CABINET. (N) F18ER RUNS TO TERMINATE AT (E) CABINET. _ __ _ _ C7 w (N) SPRINT � Z JUNCTION BOX Ln I (E) SPRINT EQUIPMENT X L.l � I / — - — TELCO FEED. MODIFY (N) SPRINT 6 OECv2 (N) SPRINT i I AS I AS REQUIRED. BATTERY BTS CABINET CABINET AC MODIFY I I ASNREQUIRED. I I GENERAL NOTES: < - - (E) AC POWER SOURCE WITH (E) BREAKER, MODIFY 1. SPLICE GROUND CONNECTIONS. AS REQUIRED. 2. FOLLOW COAXIAL CABLE MANUFACTURES RECOMMENDATIONS (TYPICAL)- (E) TELCO SOURCE. 3. ALL INSULATED GROUND WIRES TO BE STRANDED, AWG WIRE UNLESS NOTED OTHERWISE. 4. THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. 5. NUMBER OF COAX IS DIAGRAMATIC. v 6. EXISTING DIPLEXER'S AND EXISTING TMA'S NOT SHOWN FOR CLARITY. COAX & GROUNDING SYSTEM SCHEMATIC SCALE 7 nC / FIRrR / rnAX Sltir_i P, i mr, niAnp �� SCALE: 'I NONE I NONE 1 I L I / —I V v -- —111" vv wI %I AIV' Sprint Alcatel -Lucent NEAUS ,J RA Jeffrey Rome dl: Associates, Inc. Architecture do Telecommunications 1 San Joaquin Plaza, Sulu 250 Newport Beach, Colifornia 92660 Phone: 949 760-3929 Faz: 949 760-3931 FtE E) AHcti� JEF P C- tP� P OF AL�F0 , SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SINGLE LINE DIAGRAMS SHEET NUMBER. i E-1 REVISIONS REV, DATE DESCRIPTION INIT. 1 07/10/12 90% CD REVIEW PM 2 08/24/12 100% CO'S FG 3 09/12/12 REVISED 100% CD'S PM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET FtE E) AHcti� JEF P C- tP� P OF AL�F0 , SITE INFORMATION. RV54XC489 IMPERIAL 81600 58TH AVENUE LA QUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SINGLE LINE DIAGRAMS SHEET NUMBER. i E-1 Sprint )II, w Reeiam-9n Clem 1 1. Appendix A- Coaxial Cable Color Scheme All cables shall be marked at the tip and bodorn with 2' mixed tape, sternal rag mired tate. or colored heal shank wb,ng. Colored tape maybe obtained from Grayber Electronic UV stabilized tape or heat shrink are preferred Thehrstnrg shah be Closest to the end of the cable, and 1' space beNreen each ring The cable color Code shah be applied m accordance to table 1-1 Table 1-t only shows 3 sectors but addtoonal sectors ane easily supported by adding Ore appropriate number of colored rings to the Cable color code After the Cable color Code is applied the frequency color mde, table 1-2, must tae apphed for the spenirc frequency band h use on a given line. A 2' gap shah separate the cable color code tram the frequency mix Code The2'colornngstorthe frequency mde mall he placed next )• each other wth no spaces. Examples of the application of the cable and frequency color codes are shave in figure 1-1 and i.2 Arad 2colored tape a nananunrof 3 times around the orwnferenCe.f the max, keeping ate [ape m the Sarre area a5 mudh as possible This W h allow the removal of tape that Wil be faded at discolored due to wewher y Sprint .p ,.,.a.._ 9A 1!3711 2. Appends B - Hybrid Cable Color Sc!»me Hybrid able wilt be marked in a eimila manner n con cable described is the prinoueaecsion The mam•tannk- ofthehybrid able will NOTbemwkedwththe frequmey code u the hybrid eWe em curtain ag 6egampes The ioAndsal power plan and fiber cables will be labeled with both the cable AND fmgeeacy medrings See Figure 2-1 u me example The fiber and copper counts re jurt a repreaentahve of one pmaible Configuraben Other fiber and power count combinrtions ere pin.b . Sprint 10, L,alt—on-9/1212011 3. Appendix C - RRU and Combiner Cabling Coax jumpers connecting between remote radio units, combmers, and antenna athe tower top mg not use a color code labeling schente These jumpers w 11 l ae m appropriae weather proof label on beth coda near The cmnectors The labeting .theme wig be dehrmmed by the OEM inrtalahon team Eacblab.1-11uoiquely identify eadb rymper/cable TIECMNOLOOY FIRST VINO )IJWHTE COLOR COD! 111111111In YELLOW 111111111110tl YELLOW 1900 YDJJ3K RESERirED .hoar RESERYlD YPILOY/ R[iERVlD YELLOW I— RLiCRV[D YELLOW lib . 1.I C—d cdw. C'c1 Codd Sector Cable lFirst Ring emnd Ring Third Ring 1AI ha REV. DATE aTa a No Ta e 1 90% CD REVIEW •Tape No Tape 1 FG o Tape No Tape 1 White .Tape No Tape 1 oTape No Tape 1 oTa a No Ta e oTape No Tape 1 oTape NO Tape 78eta 1. No Ta e No Tape No Ta e White hi [e No Tape oTape No Ta e No Tape No Ta e 3 Garen 1 White hi to White Sprint )IIII, .._.ae— Fl x 110b'4 c'ob1+d co.,.'> -'g.o�nFfe. L.d R.ri.m-on2lIDll �t TS MUyM> r., t aba a r /i 6.aore_[.e4 r. Sprint' La{Rmim-9A1/IDI] Figure 1-1- Cosa Cable Color Code Example Fxanpe - Seetrt 2. Cada 2. ab•d0fa Redo ii Example - Sector 3, Cade 1, 190OWU Radial Exampe - Sector 1. Cable A, BOO Cor¢ Rado Y1 and 19OOmhz Radio R1 ar ol4 a M1 oae_ta,. <do._ram�n.mcr b Sprint )e L,a R,vbdm-9n2np11 rAua. j-2: Co- Cane eat, Cadalg nw, Band Co>alla x,,W, ANTENNA AND CAM" COLOR CODING (3 SECTORED / MULTIPLE RF CHANNELS) ASSUMING 8 LINES AND ANTENNAS SECTOR 1 ALPHA 11_10"R ti MeraR uw� 4 TI� SECTOR 1 => 1 BAND SECTOR 2 => 2 HAND ®� i[)EN SECTOR 3 => 3 BAND LN SECTOR 4 => 4 BAND SECTOR 5 => 5 BAND C'-, MA SECTOR 6 => 6 BAND �] yAMAX QAwl - IaeilinhOR 2, CAMLE the eeonialia RANO e1 orAl�la • raTM; eAS1/ t, ueelie IEARho e1 It_)1J eeerolh 1, CARLI e. Mem N i'COLOR BAND TO BE 2' WOE ON AWN LINE 2. SPACING TO BE 1' BETWEEN BANDS AND 2• BETWEEN LINE AND TECHNOLDGY BANDS. NO SPACE BETWEEN TECHNOLOGY COLOR BAWDS. 3. COLOR BAND ON JUMPERS 1' WIDE W/ 1' SPACE 4. START COLOR BANDS 2' BEYOND WEATHERPROOFING. 5. STMT SECTOR COLOR NEXT TO END CONNECTOR cAOSS B1Np ••VRFR �p.,dsy.aaa>_w..aa_ja.._uax `a,sa�»m., - �dsp:wumt_ua a,d_v,.yw._aaaae_s'1.a,r. 5 ANTP'tirvA i I!IE rOl OP rinnE l AIA Sprint `1 Alcatel-Lucent NEXIUS .J RA Jeffrey Rome do Associates, Inc. Architecture R Telecommunications I San JoaquinPlaza. Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Cas: (949) 760-3931 D ARC JEFFR L. ROME 8 N� Q, SITE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SHEET ANTENNA LINE COLOR CODING E-2 REVISIONS REV. DATE DESCRIPTION INIT. 1 07/10/12 90% CD REVIEW PM 2 08/24/12 10OX CO'S FG 3 09/12/12 REVISED 100% COBS PM NOT FOR LABELED CONSTRUCTION UNLESS AS CONSTRUCTION SET D ARC JEFFR L. ROME 8 N� Q, SITE INFORMATION: RV54XC489 IMPERIAL 81600 58TH AVENUE LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SHEET ANTENNA LINE COLOR CODING E-2 POWER FROM MM -BTS CABINET EXISTING GROUND BAR EXISTING POINT OF FEED (N) CUBE EQUIPMENT LOCATION VERIZON (N) CONDUIT ROUTING EXISTING TELCO BOX Sprint j NEAUS �J RA Jeffrey Rome do Associates, Inc. Architecture h Telecommunications 1San Joaquin Plaza, Suits 250 Newport Beoch, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 RED ARC, Q JE ME P C- cc0 AX - SITE INFORMATION: RV54XC489 IMPERIAL 81600 AVENUE 58 LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PHOTOS - SHEET NUMBER: s AAV -0 i a REVISIONS REV.I DATE DESCRIPTION [NIT. 1 2 05/03/12 07/17/12 90% ISSUED REVIEW 100% FOR APPROVAL 18 IB ALU AlFIIIPROVED ON 00/07/12 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET RED ARC, Q JE ME P C- cc0 AX - SITE INFORMATION: RV54XC489 IMPERIAL 81600 AVENUE 58 LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PHOTOS - SHEET NUMBER: s AAV -0 i a It I ' (E) 4" CONDUIT. 1 j (N) 2'X3'PULLBOX; \ j PROVIDED BY SPRINT. j (N) 4" CONDUIT WITH (N) 1-1/4" - INNERDUCT; APPROXIMATELY 10'-0", INSIDE (N) TRENCH 9 PROVIDED BY SPRINT. _ VERIPOINT OF FEED. 1 O— Y Ihl gas AVENUE 58 107 SCALE: 1"=200' SITE KEY 4x36 SCALE: 1"=100' 0 25' 50' 100' (N) CUBE CABINET MOUNTED ON (N) H—FRAME; SEE SHEET A-2. — (N) 1" OIA. EMT CONDUIT WITH MULE TAPE FROM (N) CUBE CABINET TO MM—BTS CABINET; APPROXIMATELY 15'-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 —48 VDC CIRCUIT ON TYCO MATE—N—LOK CONNECTOR USING j6 AWG THHN STRANDED CONDUCTORS, BLACK AND RED COLORED; APPROXIMATELY 15'-0" CONDUIT RUN. (N) 1/2" DIA, EMT CONDUIT WITH (1) #6 AWG GREEN SOLID WIRE FROM (N) CUBE CABINET TO (E) MGB; APPROXIMATELY 10'-0" CONDUIT RUN. VERIZON CC TO PROVIDE AND INSTALL (N) (1) 1-1/4" DIA. EMT CONDUIT WITH MULE TAPEFROM (E) TELCO CABINET TO (N) CUBE 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) 3'X5' VAULT LOCATED SOUTHEAST OF LEASE AREA THROUGH (N) 4"0 CONDUIT INSIDE (N) TRENCH; APPROXIMATELY 10'-0" TO (N) 2'X3' PULL BOX, THROUGH (E) 4"0 CONDUIT; APPROXIMATELY 300'-0" TO THE (E) TELCO CABINET; TOTAL APPROXIMATE FIBER RUN 310'-0". 2 1 /-- — — —� I , I I I � I ; 1 I 1 I I I I I I I I I I I I I I I I I 1 I � I I I I I� I I I I 1 I I 1 I I I I I I I I I I I I I I I I I\ I I I 1 I I I I I I I I I I I 1 I I I �I I I I I 1 I I I I I I I 1 I I I 1 I I I v 1X17 SCALE: 1/4"=1'-0" 4X36 SCALE. 1/2"=1'-0" 0 1' 2' 4' 1011E wee%: Sprint Alcatel-Lucent� NEXIUS �J RA Jeffrey Rome & Associates, Inc. Architecture k Telecommunications 1 San Joaquin Plaza, Sults 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 C� REVISIONS REV. DATE DESCRIPTION INIT. 1 05/03/12 90% ISSUED REVIEW IB 2 07/17/12 100% FOR APPROVAL IB ALU A PROVED 6N 00/07/12 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET REI) ARcy/� JEFFR L. ROME C-0 (j P. SITE INFORMATION: RV54XC489 IMPERIAL 81600 AVENUE 58 LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER. i i F - AAV -1 (N) 3"0 GALVANIZED- STD. PIPE. A' -II- A 1/4 (N) 24"08"x1/2" BASE PLATE. (N) (4) 5/8"0 HILTI KWIK BOLT Ti' STAINLESS STEEL. -ESR 1917. 1/4" PLATE FENER (TYP.). Id SECTION (N) 1/2"0 GALV "U" BOLT WITH WASHER & NUT. (N) GALVANIZED PIPE. (N) P1000 GALV. - UNISTRUT. - J _ PLAN ALL STEEL TO BE GALVANIZED H—FRAME BASE MOUNTING 26.1 (11.61 3.0 11.5 — .4 A _1 01.0 e 12.8 (31.0) a (33.8) 27.7 a O 7.5 a 0 0 0 7.5 a V U 1 11 x 17 SCALE: NOT TO SCALE H —FRAME M 0 U NTI N G d I 1 1 x 17 SCALE: NOT TO SCALE 124x36 SCALE: NOT TO SCALE T 9a.IR crelc NOT TO crelc CUBE CABINET SPECIFICATIONS 0 2._2.. 6' 11" ALLOWANCES PLAN `Mini. (N) FIBER H-FRAME.1- r > 3 _0• - I F - - - - - - -- --- - - - - (N) UNISTRUT. - I I I 3"6" (N) CHARLES UNIVERSAL T MIN. I MIN. I _I BROADBAND ENCLOSU E I RL30008. _ 1--------- — 1. EXISTING OR PROPOSED L-- - �- -\ EQUIPMENT CABINET - - - FUTURE HYBRIFLEX 2 ? JUNCTION BOX MIN. (BEHIND). �k EXISTING OR PROPOSED N EQUIPMENT CABINET � I I 1. I I I " L (3) WIND L MANUFACTURER: CHARLES MODEL: RL30008 DIMENSIONS: 27.7"(H) X 26.1"(W) X 16.5"(D) WEIGHT: APPROX. 150 LBS. MAX. (N) CHARLES UNIVERSAL REV.' DATE DESCRIPTION INIT. 1 05/03/121 90% ISSUED REVIEW I BROADBAND ENCLOSURE 2 07/17/12' 1008 FOR APPROVAL IB RL30008. N 05/07/ 12 NOT FOR CONSTRUCTION UNLESS i 1 I IIPI I I g � r ATTERY TRAY NOTE: —� CENTER EQUIPMENT ON POSTS WHERE POSSIBLE. IF V-15" � < � � - EATER PAD DUE TO SPACE CONSTRAINTS, RACK EQUIPMENT MAY .- ISOMETRICISOMETRIC VI��' FUSE BE SHIFTED AS INDICATED ABOVE. HEAVIEST EQUIPMENT SHOULD BE INSTALLED CLOSEST TO SUPPORT POSTS. ELEVATION 11x17 SCALE: NOT TO SCALE C:URF rARINFT H—FRAMF M01 INTIN(: 2 11x17 SCALE: NOT TO SCALE CI IRE CABINET CDErIFI�ATI0NC 1 1 24x36 SCALE: NOT To SCALE 24x36 SCALE: NOT TO SCALE Sprint Alcatel -Lucent NEAUS .J RA Jeffrey Rome do Associates, Inc. Architecture & Telecommunicaliona 1 Son Joaquin Plaza, Suite 250 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 REVISIONS REV.' DATE DESCRIPTION INIT. 1 05/03/121 90% ISSUED REVIEW I IB 2 07/17/12' 1008 FOR APPROVAL IB AW A PROVED N 05/07/ 12 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET Rcy�T�^ JE F ROME C-02 87 N� P �Q TF p F SITE INFORMATION: RV54XC489 IMPERIAL 81600 AVENUE 58 LA OUINTA, CALIFORNIA 92253 RIVERSIDE COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: z AAV -2