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MUP 2014-1013City ofGa Quints 78-495 Calle Tampico La Quinta, California 92253 PHONE: 760.777.7125 FAX: 760.777.1233 Office Use Only Case Number Accepted Assigned 30 -Day By To Deadline ,'00,0 zo/y - o /3 Notes: MINOR USE PERMIT APPLICATION RECIFIVED OCT 2 1 2014 CITY OF LA QUINTA COMMUNITY DEVgLOPMENT ann ny Stamp D Q � OCT '2 1 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT Sections A. B and C are to be completed by the applicant in their entirety and shall be accompanied by all listed plans, studies, reports and exhibits listed in Section D unless specifically waived by the appropriate City staff member and noted thereon. SECTION A - PROJECT INFORMATION Project Name: 5hA, 't NMR s3 `NTA Project INSTALLNIION OF NCS W�tit6l.ESS CELL SITE :WNWAL-tAT Fol VEQ1Uw Description: WiVv-LL-55 W1TI}In AN &AISI AEt UNMA 005 FAL\Q Til, P9.o3ECT Co )1S1STS aF SWAWINCq ((o) �N%V- ANTEZNNAS, (4) EQvtPMENT QACk.S WIT11•IN V745TtNC-4 'WELTeR AND CbNNECTIO145 AS >ZEQUIQED Fol Po1.oFR.,Pf Ah -TELCoSERVICES APN #(s): ,13 - 01 4 -oo2 Site Address/ Location: General Plan: Specific Plan: Proposed Phases -71-8(O5 '12. { E-WI'DA A4TU-ZUMA , LA QQkWTA, CA 9212..s3 SEC • a • V1(5. Oto -4 - t• 4. to Zoning: WMIABWAL COANWNtCAlt S Proposed Use:-1ECbArAVN1CA1l0W5 1.ool-o2(v C1: Related Cases: 2.001-02.1 (C up� Minor Use Permit Application Page 1 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Forms\ApplicationsWUP\MUP Application - 05.20.13.doc SECTION B - STATEMENT OF OPERATIONS The purpose of this form is to provide a detailed statement outlining the day-to-day operation of the proposed project. Any approval related to this application will be based on the information provided and will therefore be subject to the continued operation of the proposed project consistent with the information provided. Please be aware that any activities beyond those described here may result in the need to amend your use permit in the future, thus it is encouraged that the information provided be based on the ultimate operation level of the proposed use. Description of proposed use: REPL-ACe M*_1JT o F- s1 k ( (g) Lt M -T cQ - LI Ick A%-MXNAS M -WI . RIMETI, Hours of operation: 0-A - hIBNNPtS o!pM&IFD Cam-r%%uA,"V Number of employees: N 1 A- aT cELL S i TK List any other local, state or federal licenses or permits required: m JA Typesof equipment and processes us-• , p& y p r Al\ r M M : it •. _.• 6AIEWNAS , Al 1 Describe any hazardous materials used, stored, or produced on-site: INAZA?.DooS Describe any other special characteristics specific to the proposed use: N o w � . Minor Use Permit Application Page 2 of 8 City of La Quinta Planning Department - 760.777.7125 05.20.13 R\Application Submittal Fonns\ApplicationsWUP\MUP Application - 05.20.13.doc • SECTION C - APPLICANT/OWNER INFORMATION Applicant: JhCobS oN asltaLf of VER\zowl \A1eE1_ESSGlq-77 -2294 (Name) (Phone) 31 1 WCHEt_SON DR\VE *5=.;MVIVAE4 cit aIfe12 mcklael.dawAsny,QAacow-cowl (Mailing Address) (Email) Owner(s): CaAC+tT-LL-A SIALUE-Y a2t-cMEP,.mohJ AQ p&V& bS14= '760-34"7-3494 (Name) (Phone) 4(o -44o Acksow r 1,g-bIn O Ga nzo l tf l A (Mailing Address) (Email) Architect: �) ACO'SS uC-1\N 1NG C-attoul� - DE LI SAAR J q4 - 224 -:Z (Name) (Phone) 3((0l 'Akci LSom 'DRIVE X500 amiee. Weeks JaCoW-Cowl (Mailing Address) (Email) C -151o8 (California State License #) Applicant Certification I certify that I have read this application packet in its entirety and understand the City's submittal and review process and the requirements for this application. I further certify that each application item submitted as part of this application is consistent with the minimum required contents for that item as described in Section D of this application. I understand and agree that if during the processing of the application, it is determined the information does not strictly meet such standards or contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Planning Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulations, Title 14, Section 15109. Applicant's Signature: Date: Print Name: 12AcH0.e ( DcavidSorl Owner Certification I certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filing of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restrictions, limitations and construction obligations being imposed on this real property. Owner/Authorized Agent Signature*: P�05,( S t -'IE WW 610.10fk ON Date: ►��- �s -1 +� PAGE Print Name(s): rev N KRAIV MW *An authorized agent for the owner must attach a notarized letter of authorization from the legal property owner. Any off-site work identified on the plans must be accompanied by a statement of authorization with a notarized signature of the subject property owner. Minor Use Permit Application Page 3 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Fonns\Applications\MUP\MUP Application - 05.20.13.doc i Owner Certification 1 certify under the penalty of the laws of the State of California that 1 am the property owner of the property that is the subject matter of this application and 1 am authorizing and hereby do consent to the filing of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restrictions, limitations and construction obligations being imposed on this real property. II Owner/Authorized Agent Signature*: Date: 0• �5. k,,`i Print Name(s): I ,v tN V- a.uAAi,3 *An authorized agent for the owner must attach a notarized letter of authorization from the legal property owner. Any off-site work identified on the plans must, be accompanied by a statement of authorization with a notarized signature of the subject property owner. SECTION ® - APPLICATION SUBMITTAL REQUIREMENTS Additional information may be required based ori review of the project description. Submittal waivers may be obtained through staff consultation, a pre -submittal meeting, or a preliminary review application. No applications will be accepted by mail. APPLICATION SUBMITTAL REQUIREMENTS - INITIAL TO BE COMPLETED BY CITY STAFF Each of the following items is required for submittal unless a waiver- is granted by City Staff. Any waiver # of E- must be confirmed by initialing of this form by the # of copies Waiver E >_ person granting the waiver prior to submittal. Please see paper in PDF OK'd by .0 � Section D for the description and completion copies (initials) v� requirements of each item. (onrmat CD- FS = Full Size / R = Reduced to 11 "x 17"- ROM) FILING FEES p p Filing Fees Receipt 1 NA APPLICATION INFORMATION 0 p Application w/Statement of Findings 1 1 NA E] Site Photographs VV.4iV v Oy Vau'7 H�gyT 1 1 PLAN SET p p Index Sheet 5FS/1 OR 1 NA E] p Site Plan 5FS/1 OR 1 NA E] p Floor Plan 5Fs/1 OR 1 PRIMARY REPORTS/STUDIES/EXHIBITS p p Preliminary Title Report 1 1 Minor Adjustment Application Page 3 of 7 City of La Quinta - Planning Department - 760.777.7125 05.20.13 PIApplication Submittal Fomms\Applications%MAW1A Application - 05.20.13.doc u 0 SECTION D - APPLICATION SUBMITTAL REQUIREMENTS APPLICATION SUBMITTAL REQUIREMENTS - INITIAL TO BE COMPLETED BY CITY STAF Each of the following items is required for submittal Z unless a waiver is granted by City Staff. Any waiver # of E- 0Z must be confirmed by initialing of this form by the # of copies Waiver person E > granting the waiver prior to submittal. Please see paper in PDF OK'd byformat 3 Section D for the description and completion -copies (on CD- (initials) N requirements of each item. ROM ) FS = Full Size / R = Reduced to 11 "x 17" FILING FEES E] p Filing Fees Receipt 1 NA NA APPLICATION INFORMATION p p Application w/Statement of Operations 1 1 NA E] p Site Photographs 1 1 PLAN SET p p Index Sheet 1 Fs/3R 1 p p Site Plan 1 Fs/3R 1 NA ro p Floor Plan 1 Fs/3R 1 Additional information may be required based on review of the project description. Submittal waivers may be obtained through staff consultation, a pre -submittal meeting, or a preliminary review application. No applications will be accepted by mail. Minor Use Permit Application Page 4 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc Date Paid: Tuesday, October 21, 2014 Paid By: BENJAMIN PRUM Cashier: WNE Pay Method: CHECK 1042 Printed: Tuesday, October 21, 2014 3:55 PM 1 of 1 (7,77 71- CVKTPAAC November 17, 2014 t I I Ms. Amiee Weeks FILE 6 UH Jacobs Engineering Group, Inc. 3161 Michelson Drive, Suite 500 Irvine, CA 92612 SUBJECT: MINOR USE PERMIT 2014-1013: 77865 AVENIDA MONTEZUMA VERIZON WIRELESS FACILITY MODIFICATION Dear Ms. Weeks: The Community Development Department has reviewed and approved your request to install six (6) new replacement panel antennas, and install associated equipment in an existing equipment building at an existing telecommunication facility located at 77865 Avenida Montezuma, at Desert Recreation District's community park. 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 pproval: FINDINGS Consistency with the General Plan: The proposed equipment at the existing telecommunication facility are consistent with the goals, objectives and policies of the General Plan, in that the proposed equipment is intended to enhance community access to quality wireless communication services. 2. Public Welfare: Approval of the new equipment for an existing telecommunication facility will not create conditions materially detrimental to the public health, safety and general welfare. 3. The proposed new equipment at the existing telecommunication facility will minimize adverse visual impacts as the proposed replacement antennas and associated equipment will occur entirely on and within existing facilities, and will maintain a stealth appearance on the existing monopalm design. 4. The proposed new and replacement equipment is designed to facilitate continued function of the existing antenna array, without modifying the height or other pre-existing conditions to maintain the service provider's objectives for coverage within this portion of the community. 5. The proposed new and replacement equipment is necessary to improve community access to wireless services. 78-495 Calle Tampico I La Quinta I California 92253 1 760.777.7000 1 www.La-Quinta.org • CONDITIONS 1'. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), its agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City of La Quinta shall promptly notify the applicant of any claim, action, or proceeding and shall cooperate fully in the defense. 2. The applicant shall comply with all provisions of La Quinta Municipal Code Section 9.170 "Wireless Telecommunication Facilities 3. The applicant shall comply with all provisions contained in Conditions of Approval for Conditional Use Permit 2001-054 and Conditional Use Permit 2009-122, to the extent they are applicable to this permit. 4. The applicant is permitted to install the following: six (6) replacement panel antennas on the existing three -sector antenna array (two panels per sector); new coaxial cables to be installed inside the monopalm structure; replacement of two (2) existing GPS antennae on the existing equipment shelter, and four (4) new equipment racks to be installed inside the existing shelter All new and replacement equipment shall be painted to match the color on the array. Applicant is also permitted to install all other related equipment, as identified on the approved plans for MUP 2014-1013. 5. All cables shall be interior of the tower and shall not be visible from surrounding properties. 6. The applicant shall obtain all necessary building permits from the City's Building Division, and is responsible for meeting all applicable plan check submittal requirements. 7. Approval of Minor Use Permit 2014-1013 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 any party who submits the necessary paperwork and filing fee of $1,595.00 to this office within 15 days of the date of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, Wallace Nesbit Principal Planner Building Division Files; CUP 2001-054 CUP 2009-122 ACKNOWLEDGMENT State of California County of ; , �Q 6't1 ) On LLl�OC' l_� l� before me, ` (insert nam and tide of a officer) personally appeared Vu who proved_to me on thq basis of satijactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. DELIA GRANADOS Commission • 1982389 Notary Public ''California Rkvrside County My Comm. Expires Jun 24, 2016 SignatureJ64(Seal) OCT 21 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT RECEIVED OCT a 120% BS 3161 Michelson Avenue Suite 500 Irvine, CA 92612 SBA PARQU I NTA 77865 Avenida Montezuma, La Cluinta, CA 92253 veri�n 15505 Sand Canyon Avenue Irvine, CA 92618 JACOBS 3161 Michelson Avenue Suite 500 Irvine, CA 92612 SBA PARQU I NTA 77865 Avenida Montezuma, La Quinta, CA 92253 veriLn 15505 Sand Canyon Avenue Irvine, CA 92618 Looking South A -,� pr; Looking South West JU%qsj SBA PARQUINTA19MCWHIve JACOBS' 3161 Michelson Avenue Suite 500 Irvine, CA 92612 SBA PARQU I NTA 77865 Avenida Montezuma, La Quinta, CA 92253 veri�n 15505 Sand Canyon Avenue Irvine, CA 92618 TES Tower Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 8445 Freeport Parkway, Suite 375, Irving, Texas 75063 Structural Analysis Report Existing 59 ft Monopole Customer Name: SBA Communications Corp Customer Site Number: CA45514-A Customer Site Name: Lake Cahuilla Carrier Name: Verizon Wireless Carrier Site Number: N/A Carrier Site Name: Lake Cahuilla Site Location: 77-865 Avenida Montezuma La Quinta, California Riverside County Latitude: 33.676333 Longitude: -116.306361 Analysis Result: Max Structural Usage: 49.696 [Pass] Report Prepared By : Jarryd Tibbetts TES Project Number: 12552 Page 1 September 26, 2014 11 ES Tower Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 8445 Freeport Parkway, Suite 375, Irving, Texas 75063 Structural Analysis Report Existing 59 ft Monopole Customer Name: SBA Communications Corp Customer Site Number: CA45514-A Customer Site Name: Lake Cahuilla Carrier Name: Verizon Wireless Carrier Site Number: N/A Carrier Site Name: Lake Cahuilla Site Location: 77-865 Avenida Montezuma La Quinta, California Riverside County Latitude: 33.676333 Longitude: -116.306361 Analysis Result: Max Structural Usage: 49.6% [Pass] Report Prepared By : Jarryd Tibbetts TES Project Number: 12552 Page 1 September 26, 2014 Introduction The purpose of this report is to summarize the analysis results on the 59 ft Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Tower Drawing prepared by Paul J Ford, Project #33201-055 dated 5/1/01 Foundation Drawing Foundation Drawing prepared by Paul J Ford, Project #33201-055 dated 5/1/01 Geotechnical Report N/A Analysis Criteria The rigorous analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA/EIA 222-G. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second - order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Basic Wind Speed Used in the Analysis (based on IBC 2012) Basic Wind Speed with Ice: Operational Wind Speed: Standard/Codes: Exposure Category: Structure Class: Topographic Category: Crest Height: Seismic Parameters: Vuit = 110.0 mph (3 -Sec. Gust) / Va,d = 85.0 mph (3 -Sec. Gust) N/A 60 mph + 0" Radial ice ANSI/TIA/EIA 222-G / 2012 IBC / 2013 CBC C 1 Oft Ss=1.5,51=0.614 TES Project Number: 12552 Page 2 September 26, 2014 Proposed Antennas, Mounts and Transmission Lines Information pertaining to the proposed antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. All transmission lines are considered running inside of pole shaft. TES Project Number: 12552 Page 3 September 26, 2014 Elevation Transmission[Wireless] Ilerrns Qty. Antenna Descriptions Mount Type & Qty. Owner Lines 1 58.0. 6 Commscope SBNH-1D6565A. (3) T -Arms (12) 7/8" Verizon All transmission lines are considered running inside of pole shaft. TES Project Number: 12552 Page 3 September 26, 2014 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Foundations Anchor Shear (Kips) Axial (Kips) Pole shafts Base Plate 9.5 Bolts Analysis Reactions Max. Usage: 44.8% 49.6% 29.7% Pass/Fail Pass Pass Pass Foundations *Per section 15.5.1 of the TIA-222-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. The foundation has been investigated using the supplied documents and soils report and was found adequate. Therefore, no modification to the foundation will be required. TES Project Number: 12552 Page 4 September 26, 2014 Moment (Kip -Ft) Shear (Kips) Axial (Kips) Original Design Reactions 475.0 9.5 11.0 Analysis Reactions 317.4 6.2 11.5 Factored Reactions* 641.3. 12.8 14.9 %of Design Reactions 49.5% 48.6% 77.2% *Per section 15.5.1 of the TIA-222-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. The foundation has been investigated using the supplied documents and soils report and was found adequate. Therefore, no modification to the foundation will be required. TES Project Number: 12552 Page 4 September 26, 2014 Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by ANSI/TIA/EIA 222-G for the installed antennas. Maximum twist/sway at the elevation of the proposed equipment is 0.2956 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA/EIA 222-G Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number: 12552 Page 5 September 26, 2014 Standard Conditions 1. This analysis was performed based on the information supplied to (TES) Tower Engineering Solutions, LLC. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10% of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client. TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. 5. It isn't possible or practical to obtain all the information required to perform a detailed investigation of every secondary component or connection. TES cannot take responsibility for verification of the adequacy on the connections, bolts and welds present in the structure. 6. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed or/and ice loads are different from the minimum values recommended by the EIA/TIA-222 standard or other codes, TES should be notified in writing and the applicable minimum values provided by the client. 7. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis. TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions, TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 8. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 9. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number: 12552 Page 6 September 26, 2014 Usage Diagram - Max Ratio 44.14% at O.Oft Structure: CA45514-A-SBA Code: EIA/TIA-222'-G 9/26/2014 111111 Site Name: Lake Cahuilla Exposure: C IES Height: 58.50 (ft) Gh: 1.1 Base Elev: 1.000 (ft) Page: 1 Tower Engineering Solutions Dead Load Factor: 1.20Y Iterations: 16 Wind Load Factor: 1.60 x Load Case: 1.2D + 1.6W 85 mph Wind Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. 4 S7 LU I• :.::1 '.11 '.21 _1 0.41 0.51 0.51 0.71 0.81 C..91 Interaction 1j2' (35 rhidc Structure: CA45514-A-SBA - Type: Tapered Base Shape: Round 9/26/2014 '1I111 Site Name: Lake Cahuilla Taper: 0.00000 IES Height: 58.50 (ft) Base Elev: 1.00 (ft) Page: 2 Tower Engineering Solutions 4 2.25" 18J 75.0 Radial Shaft Properties 53 - - Length Joint Grade Seq (ft) Top Bottom Thick Type Taper (ksi) (in) (in) 1 40.00 24.00 24.00 0.50 0.00000 35 2 18.50 24.00 24.00 0.50 Butt 0.00000 35 Discrete Appurtenances Reactions Attach Force Eley (ft) Eley (ft) Qty Description Carrier 1.21D + 1.6W 85 mph Wind 58.50 58.50 1 6' Lightning rod Verizon Wireless 58.50 58.50 1 Palm Fronds Verizon Wireless 8.6 58.00 58.00 6 Commscope Verizon Wireless 0.91D + 1.0E 58.00 58.00 3 T -Arms Verizon Wireless 97.2 Linear Appurtenances 9.6 Elev Elev From (ft) To (ft) Placement Description Carrier 0.00 58.00 Inside 7/8" Coax Verizon Wireless Anchor Bolts ra e Qty Specifications (ksi) Arrangement 4 2.25" 18J 75.0 Radial Base Plate Thickness Specifications Grade (in) (in) (ksi) Geometry 2.5000 30.0 36.0 Square Reactions Load Case Moment Shear Axial 1.21D + 1.6W 85 mph Wind 312.8 6.2 11.5 0.91D + 1.6W 85 mph Wind 311.7 6.2 8.6 1.21D + 1.0E 317.4 6.1 11.5 0.91D + 1.0E 316.3 6.1 8.6 1.01D + 1.OW 60 mph Wind 97.2 1.9 9.6 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. 18'-C 1/2'Thick (35 KSI) 58'-6" lit' Thidc (35 KSI) Shaft Properties Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C Height: 58.50 (ft) Crest Height: 0.00 IES Base Elev: 1.000 (ft) Site Class: D - Stiff Soil 'Cower F:ugineenng Solutions Gh: 1.1 Topography: 1 Struct Class: II Page: 3 Sec. Length Thick Fy Joint Overlap Weight No. Shape (ft) (in) (ksi) Type (in) (lb) 1 R 40.000 0.5000 35 0.00 5,024 2 R 18.500 0.5000 35 Flange 0.00 2,324 Total Shaft Weight: 7,348 Bottom Top Sec. Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t No. (in) (ft) (sqin) (in^4) Ratio Ratio (in) (ft) (sqin) (in^4) Ratio Ratio Taper 1 24.00 0.00 36.91 2550.15 0 48 24.00 40.00 36.91 2550.15 0 48 0.000000 2 24.00 40.00 36.91 2550.15 0 48 24.00 58.50 36.91 2550.15 0 48 0.000000 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Loaa 5ummary Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C I�I1�1 Height: 58.50 (ft) Crest Height: 0.00 IES Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 4 Tower Engineering solutions Discrete Appurtenances Elev No. (ft) Description No Ice Ice Hor. Vert Weight CaAa CaAa Weight CaAa CaAa Ecc. Ecc Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 1 58.50 6' Lightning rod 1 6.50 0.38 1.00 11.80 0.980 0.00 0.00 0.00 2 58.50 Palm Fronds 1 420.00 78.00 1.00 600.00 110.0 0.00 0.00 0.00 3 58.00 CommscopeSBNH-1D6565A 6 38.40 5.38 0.80 0.00 0.000 0.00 0.00 0.00 4 58.00 T -Arms 3 400.00 10.00 0.75 480.00 12.50 0.00 0.00 0.00 Totals: 11 1,856.90 2,051.80 Linear Aapurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 58.00 t12) 7/8" Coax 0.00 Inside Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Shaft Section Properties Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil IES Gh: 1.1 Topography: 1 Struct Class: II Page: 5 Tower EngineeringSol Increment Length: 5 (ft) Elev (ft) Description Thick (in) Dia (in) Area (in A2) Ix (in A4) W/t Ratio D/t Ratio Fpy S (ksi) (ksi) Weight (Ib) 0.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 0.0 5.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 10.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 15.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 20.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 25.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 30.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 35.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 40.00 Top - Section 1 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 40.00 Bot - Section 2 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 45.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 50.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 55.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 628.0 58.00 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 376.8 58.50 0.5000 24.000 36.914 2550.2 0.00 48.00 35.0 212.5 62.8 7348.1 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Wind Loading - S Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C Height: 58.50 (ft) Crest Height: 0.00 IES Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 6 Tower Engineering Solutions Load Case: 1.2D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 1.20 x Wind Load Factor 1.60 Elev (ft) Description Kzt qz Kz (psf) gzGh (psf) C (mph -ft) Cf Ice Thick (in) Tributary Aa (ft) (sf) CfAa (sf) Wind Dead Force X Load Ice (lb) (lb) Tot Dead Load (lb) 0.00 1.00 0.85 14.936 16.43 156.73 0.600 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 14.936 16.43 156.73 0.600 0.000 5.00 10.000 6.00 157.7 0.0 753.7 10.00 1.00 0.85 14.936 16.43 156.73 0.600 0.000 5.00 10.000 6.00 157.7 0.0 753.7 15.00 1.00 0.86 15.120 16.63 157.70 0.600 0.000 5.00 10.000 6.00 159.7 0.0 753.7 20.00 1.00 0.91 16.011 17.61 162.28 0.600 0.000 5.00 10.000 6.00 169.1 0.0 753.7 25.00 1.00 0.95 16.747 18.42 165.97 0.600 0.000 5.00 10.000 6.00 176.8 0.0 753.7 30.00 1.00 0.99 17.379 19.12 169.07 0.600 0.000 5.00 10.000 6.00 183.5 0.0 753.7 35.00 1.00 1.02 17.935 19.73 171.75 0.600 0.000 5.00 10.000 6.00 189.4 0.0 753.7 40.00 Top - Section 1 1.00 1.05 18.433 20.28 174.12 0.600 0.000 5.00 10.000 6.00 194.6 0.0 753.7 45.00 1.00 1.07 18.885 20.77 176.24 0.600 0.000 5.00 10.000 6.00 199.4 0.0 753.7 50.00 1.00 1.10 19.299 21.23 178.16 0.600 0.000 5.00 10.000 6.00 203.8 0.0 753.7 55.00 1.00 1.12 19.683 21.65 179.93 0.600 0.000 5.00 10.000 6.00 207.9 0.0 753.7 58.00 Appurtenance(s) 1.00 1.13 19.900 21.89 180.92 0.600 0.000 3.00 6.000 3.60 126.1 0.0 452.2 58.50 Appurtenance(s) 1.00 1.13 19.936 21.93 181.08 0.600 0.000 0.50 1.000 0.60 21.1 0.0 75.4 Totals: 58.50 2,146.8 8,817.8 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Discrete Appurtanance Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 7 Tower EngineenngSolutions Load Case: 1.2D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 1.20 z Wind Load Factor 1.60 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (psf) (psf) Factor Ka (sf) (lb) (ft) (ft) (lb) (Ib -ft) (Ib -ft) 1 58.00 Commscope 6 19.900 21.890 0.64 0.80 20.66 276.48 0.000 0.000 723.58 0.00 0.00 2 58.00 T -Arms 3 19.900 21.890 0.56 0.75 16.88 1440.00 0.000 0.000 591.04 0.00 0.00 3 58.50 6' Lightning rod 1 19.936 21.929 1.00 1.00 0.38 7.80 0.000 0.000 13.33 0.00 0.00 4 58.50 Palm Fronds 1 19.936 21.929 1.00 1.00 78.00 504.00 0.000 0.000 2736.79 0.00 0.00 Totals: 2,228.28 4,064.75 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Total Applied Force Summary Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 8 Tower Engineering Solutions Load Case: 1.2D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 1.20 z Wind Load Factor 1.60 Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) Description (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 157.72 791.09 0.00 0.00 10.00 157.72 791.09 0.00 0.00 15.00 159.67 791.09 0.00 0.00 20.00 169.07 791.09 0.00 0.00 25.00 176.85 791.09 0.00 0.00 30.00 183.52 791.09 0.00 0.00 35.00 189.39 791.09 0.00 0.00 40.00 194.65 791.09 0.00 0.00 45.00 199.42 791.09 0.00 0.00 50.00 203.80 791.09 0.00 0.00 55.00 207.85 791.09 0.00 0.00 58.00 (9) attachments 1440.72 2191.14 0.00 0.00 58.50 (2) attachments 2771.18 587.17 0.00 0.00 Totals: 6,211.55 11,480.35 0.00 0.00 Copyright © 2014 by Tower Engineering Solutions, LLC. 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Calculated Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 9 1 Tower Engineering Solutions Load Case: 1.2D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 1.20 z Wind Load Factor 1.60 Seg Elev (ft) Pu FY (-) (kips) Vu Tu Mu FX (-) MY (-) MZ (kips) (ft -kips) (ft -kips) Mu MX (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi Tn (kips) phi Mn (ft -kips) Total Deflect (in) Rotation (deg) Stress Ratio 0.00 -11.47 -6.23 0.00 -312.76 0.00 312.76 1162.78 581.39 1114.17 724.94 0.00 0.00 0.441 5.00 -10.66 -6.10 0.00 -281.62 0.00 281.62 1162.78 581.39 1114.17 724.94 0.09 -0.17 0.398 10.00 -9.86 -5.96 0.00 -251.12 0.00 251.12 1162.78 581.39 1114.17 724.94 0.34 -0.31 0.355 15.00 -9.06 -5.82 0.00 -221.32 0.00 221.32 1162.78 581.39 1114.17 724.94 0.74 -0.45 0.313 20.00 -8.26 -5.66 0.00 -192.23 0.00 192.23 1162.78 581.39 1114.17 724.94 1.27 -0.56 0.272 25.00 -7.46 -5.48 0.00 -163.95 0.00 163.95 1162.78 581.39 1114.17 724.94 1.91 -0.66 0.233 30.00 -6.66 -5.30 0.00 -136.54 0.00 136.54 1162.78 581.39 1114.17 724.94 2.65 -0.74 0.194 35.00 -5.87 -5.10 0.00 -110.05 0.00 110.05 1162.78 581.39 1114.17 724.94 3.47 -0.81 0.157 40.00 -5.08 -4.90 0.00 -84.53 0.00 84.53 1162.78 581.39 1114.17 724.94 4.35 -0.87 0.121 45.00 -4.29 -4.69 0.00 -60.02 0.00 60.02 1162.78 581.39 1114.17 724.94 5.28 -0.91 0.087 50.00 -3.50 -4.48 0.00 -36.55 0.00 36.55 1162.78 581.39 1114.17 724.94 6.25 -0.93 0.053 55.00 -2.71 -4.26 0.00 -14.16 0.00 14.16 1162.78 581.39 1114.17 724.94 7.24 -0.95 0.022 58.00 -0.54 -2.78 0.00 -1.39 0.00 1.39 1162.78 581.39 1114.17 724.94 7.84 -0.95 0.002 58.50 0.00 -2.77 0.00 0.00 0.00 0.00 1162.78 581.39 1114.17 724.94 7.94 -0.95 0.000 Copyright © 2014 by Tower Engineering Solutions, LLC. 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Wind Loading - S Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C Height: 58.50 (ft) Crest Height: 0.00 IES Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 10 Tower Engineering Solutions Load Case: 0.9D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 0.90 x Wind Load Factor 1.60 Elev (ft) Description Kzt qz Kz (psf) gzGh (psf) C (mph -ft) Cf Ice Thick (in) Tributary Aa (ft) (sf) CfAa (sf) Wind Dead Force X Load Ice (lb) (lb) Tot Dead Load (lb) 0.00 1.00 0.85 14.936 16.43 156.73 0.600 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 14.936 16.43 156.73 0.600 0.000 5.00 10.000 6.00 157.7 0.0 565.2 10.00 1.00 0.85 14.936 16.43 156.73 0.600 0.000 5.00 10.000 6.00 157.7 0.0 565.2 15.00 1.00 0.86 15.120 16.63 157.70 0.600 0.000 5.00 10.000 6.00 159.7 0.0 565.2 20.00 1.00 0.91 16.011 17.61 162.28 0.600 0.000 5.00 10.000 6.00 169.1 0.0 565.2 25.00 1.00 0.95 16.747 18.42 165.97 0.600 0.000 5.00 10.000 6.00 176.8 0.0 565.2 30.00 1.00 0.99 17.379 19.12 169.07 0.600 0.000 5.00 10.000 6.00 183.5 0.0 565.2 35.00 1.00 1.02 17.935 19.73 171.75 0.600 0.000 5.00 10.000 6.00 189.4 0.0 565.2 40.00 Top - Section 1 1.00 1.05 18.433 20.28 174.12 0.600 0.000 5.00 10.000 6.00 194.6 0.0 565.2 45.00 1.00 1.07 18.885 20.77 176.24 0.600 0.000 5.00 10.000 6.00 199.4 0.0 565.2 50.00 1.00 1.10 19.299 21.23 178.16 0.600 0.000 5.00 10.000 6.00 203.8 0.0 565.2 55.00 1.00 1.12 19.683 21.65 179.93 0.600 0.000 5.00 10.000 6.00 207.9 0.0 565.2 58.00 Appurtenance(s) 1.00 1.13 19.900 21.89 180.92 0.600 0.000 3.00 6.000 3.60 126.1 0.0 339.1 58.50 Appurtenance(s) 1.00 1.13 19.936 21.93 181.08 0.600 0.000 0.50 1.000 0.60 21.1 0.0 56.5 Totals: 58.50 2,146.8 6,613.3 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Discrete Appurtanance Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 11 Tower EngineenngSolutions Load Case: 0.9D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 0.90 z Wind Load Factor 1.60 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (psf) (psf) Factor Ka (sf) (lb) (ft) (ft) (lb) (Ib -ft) (Ib -ft) 1 58.00 Commscope 6 19.900 21.890 0.64 0.80 20.66 207.36 0.000 0.000 723.58 0.00 0.00 2 58.00 T -Arms 3 19.900 21.890 0.56 0.75 16.88 1080.00 0.000 0.000 591.04 0.00 0.00 3 58.50 6' Lightning rod 1 19.936 21.929 1.00 1.00 0.38 5.85 0.000 0.000 13.33 0.00 0.00 4 58.50 Palm Fronds 1 19.936 21.929 1.00 1.00 78.00 378.00 0.000 0.000 2736.79 0.00 0.00 Totals: 1,671.21 4,064.75 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Total Applied Force Summary Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 12 Tower Engineering Solutions Load Case: 0.9D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 0.90 z Wind Load Factor 1.60 Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) Description (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 157.72 593.32 0.00 0.00 10.00 157.72 593.32 0.00 0.00 15.00 159.67 593.32 0.00 0.00 20.00 169.07 593.32 0.00 0.00 25.00 176.85 593.32 0.00 0.00 30.00 183.52 593.32 0.00 0.00 35.00 189.39 593.32 0.00 0.00 40.00 194.65 593.32 0.00 0.00 45.00 199.42 593.32 0.00 0.00 50.00 203.80 593.32 0.00 0.00 55.00 207.85 593.32 0.00 0.00 58.00 (9) attachments 1440.72 1643.35 0.00 0.00 58.50 (2) attachments 2771.18 440.37 0.00 0.00 Totals: 6,211.55 8,610.26 0.00 0.00 Copyright © 2014 by Tower Engineering Solutions, LLC. 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Calculated Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 13 1 Tower Engineering Solutions Load Case: 0.9D + 1.6W 85 mph Wind Iterations 16 Dead Load Factor 0.90 z Wind Load Factor 1.60 Seg Elev (ft) Pu FY (-) (kips) Vu Tu Mu FX (-) MY (-) MZ (kips) (ft -kips) (ft -kips) Mu MX (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi Tn (kips) phi Mn (ft -kips) Total Deflect (in) Rotation (deg) Stress Ratio 0.00 -8.60 -6.22 0.00 -311.74 0.00 311.74 1162.78 581.39 1114.17 724.94 0.00 0.00 0.438 5.00 -7.99 -6.09 0.00 -280.62 0.00 280.62 1162.78 581.39 1114.17 724.94 0.09 -0.17 0.394 10.00 -7.38 -5.95 0.00 -250.18 0.00 250.18 1162.78 581.39 1114.17 724.94 0.34 -0.31 0.352 15.00 -6.78 -5.80 0.00 -220.46 0.00 220.46 1162.78 581.39 1114.17 724.94 0.74 -0.44 0.310 20.00 -6.18 -5.63 0.00 -191.48 0.00 191.48 1162.78 581.39 1114.17 724.94 1.27 -0.56 0.270 25.00 -5.58 -5.46 0.00 -163.31 0.00 163.31 1162.78 581.39 1114.17 724.94 1.91 -0.66 0.230 30.00 -4.98 -5.28 0.00 -136.01 0.00 136.01 1162.78 581.39 1114.17 724.94 2.64 -0.74 0.192 35.00 -4.38 -5.08 0.00 -109.64 0.00 109.64 1162.78 581.39 1114.17 724.94 3.46 -0.81 0.155 40.00 -3.79 -4.88 0.00 -84.23 0.00 84.23 1162.78 581.39 1114.17 724.94 4.34 -0.86 0.120 45.00 -3.20 -4.68 0.00 -59.82 0.00 59.82 1162.78 581.39 1114.17 724.94 5.26 -0.90 0.085 50.00 -2.60 -4.46 0.00 -36.44 0.00 36.44 1162.78 581.39 1114.17 724.94 6.23 -0.93 0.053 55.00 -2.01 -4.25 0.00 -14.13 0.00 14.13 1162.78 581.39 1114.17 724.94 7.21 -0.95 0.021 58.00 -0.39 -2.78 0.00 -1.39 0.00 1.39 1162.78 581.39 1114.17 724.94 7.81 -0.95 0.002 58.50 0.00 -2.77 0.00 0.00 0.00 0.00 1162.78 581.39 1114.17 724.94 7.91 -0.95 0.000 Copyright © 2014 by Tower Engineering Solutions, LLC. 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Seismic Segment Forces (Factored) Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 14 1Tower Engineering Solutions Load Case: 1.2D + 1.0E �' Iterations 16 Gust Response Factor 1.10 Sds 1.00 z Ss 1.50 Dead Load Factor 1.20 Seismic Load Factor 1.00 SO 0.61 S1 0.61 Wind Load Factor 0.00 Structure Frequency 1.32 SA 0.81 Seismic Importance Factor 1.00 Top Lateral Elev Wz Fs (ft) Description (lb) a b c (lb) R: 1.50 0.00 0.00 0.00 0.02 0.01 0.00 5.00 628.05 0.02 0.06 0.04 38.34 10.00 628.05 0.06 0.07 0.04 57.20 15.00 628.05 0.14 0.07 0.03 80.02 20.00 628.05 0.24 0.06 0.02 108.11 25.00 628.05 0.36 0.03 0.01 136.84 30.00 628.05 0.51 -0.02 0.01 162.08 35.00 628.05 0.69 -0.08 0.03 186.78 40.00 Top - Section 1 628.05 0.90 -0.12 0.09 226.62 45.00 628.05 1.13 -0.05 0.21 310.57 50.00 628.05 1.39 0.26 0.42 473.26 55.00 628.05 1.67 1.03 0.78 743.29 58.00 Appurtenance(s) 1807.2 1.86 1.82 1.08 2774.74 58.50 Appurtenance(s) 489.30 1.89 1.98 1.14 783.46 Totals: 9,205.0 6,081.3 Seismic Base Shear is Greater Than 50% of Wind Force - An Analysis is Required Copyright © 2014 by Tower Engineering Solutions, LLC. 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Total Wind: 6,211.6 Calculated Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 15 Tower EngineenngSolutions Load Case: 1.2D + 1.0EI Iterations 16 Gust Response Factor 1.10 Sds 1.00 a} Ss 1.50 Dead Load Factor 1.20 Seismic Load Factor 1.00 SO 0.61 50000, S1 0.61 Wind Load Factor 0.00 Structure Frequency 1.32 SA 0.81 Seismic Importance Factor 1.00 Seg Elev (ft) Pu FY (-) (kips) Vu Tu Mu FX (-) MY (-) MZ (kips) (ft -kips) (ft -kips) Mu MX (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi Tn (kips) phi Mn (ft -kips) Total Deflect (in) Rotation (deg) Stress Ratio 0.00 -11.47 -6.10 0.00 -317.37 0.00 317.37 1162.78 581.39 1114.17 724.94 0.00 0.00 0.448 5.00 -10.66 -6.09 0.00 -286.88 0.00 286.88 1162.78 581.39 1114.17 724.94 0.09 -0.17 0.405 10.00 -9.86 -6.05 0.00 -256.44 0.00 256.44 1162.78 581.39 1114.17 724.94 0.35 -0.32 0.362 15.00 -9.05 -5.99 0.00 -226.17 0.00 226.17 1162.78 581.39 1114.17 724.94 0.76 -0.45 0.320 20.00 -8.25 -5.89 0.00 -196.24 0.00 196.24 1162.78 581.39 1114.17 724.94 1.30 -0.57 0.278 25.00 -7.45 -5.75 0.00 -166.80 0.00 166.80 1162.78 581.39 1114.17 724.94 1.95 -0.67 0.237 30.00 -6.66 -5.59 0.00 -138.02 0.00 138.02 1162.78 581.39 1114.17 724.94 2.70 -0.76 0.196 35.00 -5.86 -5.40 0.00 -110.07 0.00 110.07 1162.78 581.39 1114.17 724.94 3.54 -0.83 0.157 40.00 -5.07 -5.17 0.00 -83.07 0.00 83.07 1162.78 581.39 1114.17 724.94 4.43 -0.88 0.119 45.00 -4.28 -4.85 0.00 -57.24 0.00 57.24 1162.78 581.39 1114.17 724.94 5.38 -0.92 0.083 50.00 -3.50 -4.36 0.00 -33.01 0.00 33.01 1162.78 581.39 1114.17 724.94 6.36 -0.95 0.049 55.00 -2.72 -3.60 0.00 -11.21 0.00 11.21 1162.78 581.39 1114.17 724.94 7.36 -0.96 0.018 58.00 -0.57 -0.79 0.00 -0.40 0.00 0.40 1162.78 581.39 1114.17 724.94 7.96 -0.96 0.001 58.50 0.00 -0.78 0.00 0.00 0.00 0.00 1162.78 581.39 1114.17 724.94 8.06 -0.96 0.000 Copyright © 2014 by Tower Engineering Solutions, LLC. 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Seismic Segment Forces (Factored) Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 16 1Tower Engineering Solutions Load Case: 0.9D + 1.0E �' Iterations 16 Gust Response Factor 1.10 Sds 1.00 z Ss 1.50 Dead Load Factor 0.90 Seismic Load Factor 1.00 SO 0.61 S1 0.61 Wind Load Factor 0.00 Structure Frequency 1.32 SA 0.81 Seismic Importance Factor 1.00 Top Lateral Elev Wz Fs (ft) Description (lb) a b c (lb) R: 1.50 0.00 0.00 0.00 0.02 0.01 0.00 5.00 628.05 0.02 0.06 0.04 38.34 10.00 628.05 0.06 0.07 0.04 57.20 15.00 628.05 0.14 0.07 0.03 80.02 20.00 628.05 0.24 0.06 0.02 108.11 25.00 628.05 0.36 0.03 0.01 136.84 30.00 628.05 0.51 -0.02 0.01 162.08 35.00 628.05 0.69 -0.08 0.03 186.78 40.00 Top - Section 1 628.05 0.90 -0.12 0.09 226.62 45.00 628.05 1.13 -0.05 0.21 310.57 50.00 628.05 1.39 0.26 0.42 473.26 55.00 628.05 1.67 1.03 0.78 743.29 58.00 Appurtenance(s) 1807.2 1.86 1.82 1.08 2774.74 58.50 Appurtenance(s) 489.30 1.89 1.98 1.14 783.46 Totals: 9,205.0 6,081.3 Seismic Base Shear is Greater Than 50% of Wind Force - An Analysis is Required Copyright © 2014 by Tower Engineering Solutions, LLC. 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Total Wind: 6,211.6 Calculated Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 17 1 Tower Engineering Solutions Load Case: 0.9D + 1.0E Iterations 16 Gust Response Factor 1.10 Sds 1.00 z Ss 1.50 Dead Load Factor 0.90 Seismic Load Factor 1.00 SO 0.61 S1 0.61 Wind Load Factor 0.00 Structure Frequency 1.32 SA 0.81 Seismic Importance Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY (-) MZ MX Moment Pn Vn Tn Mn Deflect Rotation Stress (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (kips) (ft -kips) (in) (deg) Ratio 0.00 -8.60 -6.09 0.00 -316.33 0.00 316.33 1162.78 581.39 1114.17 724.94 0.00 0.00 0.444 5.00 -7.99 -6.08 0.00 -285.86 0.00 285.86 1162.78 581.39 1114.17 724.94 0.09 -0.17 0.401 10.00 -7.38 -6.04 0.00 -255.48 0.00 255.48 1162.78 581.39 1114.17 724.94 0.35 -0.32 0.359 15.00 -6.78 -5.97 0.00 -225.30 0.00 225.30 1162.78 581.39 1114.17 724.94 0.75 -0.45 0.317 20.00 -6.17 -5.86 0.00 -195.47 0.00 195.47 1162.78 581.39 1114.17 724.94 1.29 -0.57 0.275 25.00 -5.57 -5.73 0.00 -166.14 0.00 166.14 1162.78 581.39 1114.17 724.94 1.94 -0.67 0.234 30.00 -4.97 -5.57 0.00 -137.49 0.00 137.49 1162.78 581.39 1114.17 724.94 2.69 -0.76 0.194 35.00 -4.38 -5.38 0.00 -109.65 0.00 109.65 1162.78 581.39 1114.17 724.94 3.52 -0.82 0.155 40.00 -3.78 -5.15 0.00 -82.76 0.00 82.76 1162.78 581.39 1114.17 724.94 4.42 -0.88 0.117 45.00 -3.19 -4.83 0.00 -57.03 0.00 57.03 1162.78 581.39 1114.17 724.94 5.36 -0.92 0.081 50.00 -2.61 -4.35 0.00 -32.90 0.00 32.90 1162.78 581.39 1114.17 724.94 6.33 -0.94 0.048 55.00 -2.02 -3.59 0.00 -11.17 0.00 11.17 1162.78 581.39 1114.17 724.94 7.33 -0.95 0.017 58.00 -0.43 -0.79 0.00 -0.40 0.00 0.40 1162.78 581.39 1114.17 724.94 7.93 -0.96 0.001 58.50 0.00 -0.78 0.00 0.00 0.00 0.00 1162.78 581.39 1114.17 724.94 8.03 -0.96 0.000 Copyright © 2014 by Tower Engineering Solutions, LLC. 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Wind Loading - Shaft Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C Height: 58.50 (ft) Crest Height: 0.00 IES Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 18 1 Tower Engineering sotu"ons Load Case: 1.01D + 1.OW 60 mph Wind Iterations 15 Dead Load Factor 1.00 x Wind Load Factor 1.00 Elev (ft) Description Kzt Kz qz (psf) gzGh (psf) C (mph -ft) Cf Ice Thick (in) Tributary Aa (ft) (sf) CfAa (sf) Wind Dead Force X Load Ice (lb) (lb) Tot Dead Load (lb) 0.00 1.00 0.85 7.442 8.19 110.63 0.600 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 7.442 8.19 110.63 0.600 0.000 5.00 10.000 6.00 49.1 0.0 628.0 10.00 1.00 0.85 7.442 8.19 110.63 0.600 0.000 5.00 10.000 6.00 49.1 0.0 628.0 15.00 1.00 0.86 7.534 8.29 111.32 0.600 0.000 5.00 10.000 6.00 49.7 0.0 628.0 20.00 1.00 0.91 7.978 8.78 114.55 0.600 0.000 5.00 10.000 6.00 52.7 0.0 628.0 25.00 1.00 0.95 8.345 9.18 117.15 0.600 0.000 5.00 10.000 6.00 55.1 0.0 628.0 30.00 1.00 0.99 8.659 9.53 119.34 0.600 0.000 5.00 10.000 6.00 57.2 0.0 628.0 35.00 1.00 1.02 8.936 9.83 121.23 0.600 0.000 5.00 10.000 6.00 59.0 0.0 628.0 40.00 Top - Section 1 1.00 1.05 9.184 10.10 122.91 0.600 0.000 5.00 10.000 6.00 60.6 0.0 628.0 45.00 1.00 1.07 9.410 10.35 124.40 0.600 0.000 5.00 10.000 6.00 62.1 0.0 628.0 50.00 1.00 1.10 9.616 10.58 125.76 0.600 0.000 5.00 10.000 6.00 63.5 0.0 628.0 55.00 1.00 1.12 9.807 10.79 127.01 0.600 0.000 5.00 10.000 6.00 64.7 0.0 628.0 58.00 Appurtenance(s) 1.00 1.13 9.916 10.91 127.71 0.600 0.000 3.00 6.000 3.60 39.3 0.0 376.8 58.50 Appurtenance(s) 1.00 1.13 9.933 10.93 127.82 0.600 0.000 0.50 1.000 0.60 6.6 0.0 62.8 Totals: 58.50 668.6 7,348.1 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Discrete Appurtanance Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 19 Tower EngineenngSolutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 15 Dead Load Factor 1.00 z Wind Load Factor 1.00 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (psf) (psf) Factor Ka (sf) (lb) (ft) (ft) (lb) (Ib -ft) (Ib -ft) 1 58.00 Commscope 6 9.916 10.907 0.64 0.80 20.66 230.40 0.000 0.000 225.34 0.00 0.00 2 58.00 T -Arms 3 9.916 10.907 0.56 0.75 16.88 1200.00 0.000 0.000 184.06 0.00 0.00 3 58.50 6' Lightning rod 1 9.933 10.927 1.00 1.00 0.38 6.50 0.000 0.000 4.15 0.00 0.00 4 58.50 Palm Fronds 1 9.933 10.927 1.00 1.00 78.00 420.00 0.000 0.000 852.29 0.00 0.00 Totals: 1,856.90 1,265.84 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Total Applied Force Summary Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 20 Tower Engineering Solutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 15 Dead Load Factor 1.00 z Wind Load Factor 1.00 Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) Description (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 49.12 659.25 0.00 0.00 10.00 49.12 659.25 0.00 0.00 15.00 49.72 659.25 0.00 0.00 20.00 52.65 659.25 0.00 0.00 25.00 55.07 659.25 0.00 0.00 30.00 57.15 659.25 0.00 0.00 35.00 58.98 659.25 0.00 0.00 40.00 60.62 659.25 0.00 0.00 45.00 62.10 659.25 0.00 0.00 50.00 63.47 659.25 0.00 0.00 55.00 64.73 659.25 0.00 0.00 58.00 (9) attachments 448.67 1825.95 0.00 0.00 58.50 (2) attachments 863.00 489.30 0.00 0.00 Totals: 1,934.39 9,566.96 0.00 0.00 Copyright © 2014 by Tower Engineering Solutions, LLC. 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Calculated Forces Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 21 1 Tower Engineering Solutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 15 Dead Load Factor 1.00 z Wind Load Factor 1.00 Seg Elev (ft) Pu FY (-) (kips) Vu Tu Mu FX (-) MY (-) MZ (kips) (ft -kips) (ft -kips) Mu MX (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi Tn (kips) phi Mn (ft -kips) Total Deflect (in) Rotation (deg) Stress Ratio 0.00 -9.57 -1.94 0.00 -97.19 0.00 97.19 1162.78 581.39 1114.17 724.94 0.00 0.00 0.142 5.00 -8.91 -1.90 0.00 -87.49 0.00 87.49 1162.78 581.39 1114.17 724.94 0.03 -0.05 0.128 10.00 -8.24 -1.85 0.00 -78.01 0.00 78.01 1162.78 581.39 1114.17 724.94 0.11 -0.10 0.115 15.00 -7.58 -1.81 0.00 -68.74 0.00 68.74 1162.78 581.39 1114.17 724.94 0.23 -0.14 0.101 20.00 -6.92 -1.76 0.00 -59.71 0.00 59.71 1162.78 581.39 1114.17 724.94 0.40 -0.17 0.088 25.00 -6.26 -1.70 0.00 -50.93 0.00 50.93 1162.78 581.39 1114.17 724.94 0.59 -0.21 0.076 30.00 -5.60 -1.65 0.00 -42.41 0.00 42.41 1162.78 581.39 1114.17 724.94 0.82 -0.23 0.063 35.00 -4.95 -1.59 0.00 -34.19 0.00 34.19 1162.78 581.39 1114.17 724.94 1.08 -0.25 0.051 40.00 -4.29 -1.52 0.00 -26.26 0.00 26.26 1162.78 581.39 1114.17 724.94 1.35 -0.27 0.040 45.00 -3.63 -1.46 0.00 -18.65 0.00 18.65 1162.78 581.39 1114.17 724.94 1.64 -0.28 0.029 50.00 -2.97 -1.39 0.00 -11.36 0.00 11.36 1162.78 581.39 1114.17 724.94 1.94 -0.29 0.018 55.00 -2.31 -1.32 0.00 -4.40 0.00 4.40 1162.78 581.39 1114.17 724.94 2.25 -0.29 0.008 58.00 -0.48 -0.87 0.00 -0.43 0.00 0.43 1162.78 581.39 1114.17 724.94 2.43 -0.30 0.001 58.50 0.00 -0.86 0.00 0.00 0.00 0.00 1162.78 581.39 1114.17 724.94 2.47 -0.30 0.000 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Final Analysis Summary Structure: CA45514-A-SBA Code: EIA/TIA-222-G 9/26/2014 Site Name: Lake Cahuilla Exposure: C '�IIES I�' Height: 58.50 (ft) Crest Height: 0.00 Base Elev: 1.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 22 Tower Engineering Solutions Reactions Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Shear Shear Axial Moment Moment t FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) 1.21D + 1.6W 85 mph Wind 6.2 0.00 11.47 0.00 0.00 312.76 0.91D + 1.6W 85 mph Wind 6.2 0.00 8.60 0.00 0.00 311.74 1.21D + 1.0E 6.1 0.00 11.47 0.00 0.00 317.37 0.91D + 1.0E 6.1 0.00 8.60 0.00 0.00 316.33 1.01D + 1.OW 60 mph Wind 1.9 0.00 9.57 0.00 0.00 97.19 Max Stresses Pu Vu Tu Mu Mu Resultant phi phi phi phi FY (-) FX (-) MY (-) MZ MX Moment Pn Vn Tn Mn Elev Stress Load Case (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (kips) (ft -kips) (ft) Ratio 1.21D + 1.6W 85 mph Wind -11.47 -6.23 0.00 -312.76 0.00 -312.76 1162.78 581.39 1114.17 724.94 0.00 0.441 0.91D + 1.6W 85 mph Wind -8.60 -6.22 0.00 -311.74 0.00 -311.74 1162.78 581.39 1114.17 724.94 0.00 0.438 1.21D + 1.0E -11.47 -6.10 0.00 -317.37 0.00 -317.37 1162.78 581.39 1114.17 724.94 0.00 0.448 0.91D + 1.0E -8.60 -6.09 0.00 -316.33 0.00 -316.33 1162.78 581.39 1114.17 724.94 0.00 0.444 1.01D + 1.OW 60 mph Wind -9.57 -1.94 0.00 -97.19 0.00 -97.19 1162.78 581.39 1114.17 724.94 0.00 0.142 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. �IRS kiyjeeeeeieep&AWunes Pier Foundation Design For Monopole DO1e 9,=6,=014 Customer Name: Verizon Wireless EIARIA Standard: EIA -222-G Site Name: Lake Cahuilla Structure Height (Ft.): 585 Site Number: CA45514ASBA Engineer Name: J. Tibbetts Engr. Number: 112552 IlEngineer Login ID: Foundation Info obtainedfrom: Drawings/Calculations structure Tvoe: 0.75 Monopole Analysis or Design? 3000 Analysis Base Reactions (Factored): ksi Vertical bar yield Peak Axial Load(K,5b 11.5 Shear Force(Kps): 6.2 Uplift Force(K,): 0.0 Moment (Kips -fib 317.4 Foundation GeomeRies: 4 Kips Modsrequired-yes/Noi: No H. Diameter of Pier (Rf 5.0 Depth of Base B. G. S. 16.0 H. Pier Height A.G.(feb 0.50 150.0 Material Prove dies and Reabr Info: Bad Soil Bearing Strength Reduction Factor: 0.75 Concrete Strength(pa: 3000 Steel Rienzi Modulus: 29000 ksi Vertical bar yield Peak 60 Tie steel yield Strength: 60 ksi Vertical Rebar Size# 10 Tie/Stirrup Size # 4 Kips Qty. of Vertical Rebar, 12 Tie Spacing: 12.0 in. Concrete Cover Qn.b 4 Concrete unit weight: 150.0 pct Soil Design Parameters: 582 Water Table B.G.S(tt): 99.0 Unit weight of water: 62.4 psf Ratio ofUplift/Axial Skin Friction: 1.0 Pullout failure Angle: 30 (°) Skin Frictions are to be obtained from: Soil Report (12)#10 rebar V Sft. PPier 17)#4 tes • Monopole Pier Foundation Son weight ncrease Factor for bouyant 50115 (1.0 to 1.15): 1.1 Uplift Strength Reduction Factor: Bad Soil Bearing Strength Reduction Factor: 0.75 Total Dry Soil Volume from Conical Failure icm R) 5223 Dry Soil Weight from Conical Failure: 15668 Kips Total Buoyant Soil Volume from Conical Failure fu Ft) B Buoyant Soil Weight from Conical Failure Be 0 Kips Total Dry Concrete Volume lm. Ft) 324 Total Dry Concrete Weight 48.60 Kips Total Buoyant Concrete Volume lm. Fc_ B Total Buoyant Concrete Weight 0.00 Kips Total Effective Concrete Weight (Kips) 49 Total Effective Soil Weight 522 Kips Total Effective Vertical Load on Base Less) : 582 TES Engr. Number: 12552 Page 2/2 Date: 9/26/2014 Check Soil Capacities: Usage Allowable Foundation Overturning Resistance (kips -ft.): 865.1 > Design Factored Moment (kips -ft): 388 0.45 OKI Factor of Safety of Passive Soil Resistance against Moment: 2.23 OKI Check the capacities of Reinforceing Concrete: Strength red uction factor (Flexure and axial tension): 0.90 Strength reduction factor (Shear): 0.75 Strength reduction factor (Axial compresion): 0.65 Wind Load Factor on Concrete Design: 1.00 Reinforcing Concrete Pier: usage Vertical Steel Rebar Area (sq. in./each): 1.27 Tie/ Stirrup Area (sq. in./each): 0.20 Calculated Moment Capacity(Mn,Kips-Ft): 1706 > De sign Facto red M o me nt(M u, K- Ft): 339.8 0.20 OKI Ca lc late I! Sh ea r CaI,acity(Ki ps): 4863 > Design Factored Shear (Kips): 52.9 0.11 OKI Calculated Tension Capacity LTD, Kips): 823.0 > Design Factored Tension (Tu Kips): 0.0 0.00 OKI Calculated Compression Capacity Ln, Kips): 3729 > Design Factored Axial Load (Pu Kips): 11.5 0.00 OKI Moment& Axial Strength CombinationlTu/Tn+Mu/Mnl: NO OKI Max_ Allowahle Tip/Stirrup Spacing: 1200 in Pier Reinforcement Ratio: 0.005 Reinforcement Ratio is satisfied per ACI JACOBS Memo To: Davis Wright Tremaine LLP Site Name: SBA Parquinta Site Address: 77865 Avenida Montezuma, La Quinta, CA 92253 Please find enclosed the following: 1. First American Title Preliminary Report 2. Associated Exception Documents 3. Vesting Deed Please contact Tanya Roth, at Email: Tanya. Roth(cDiacobs.com, or Phone: (661) 755-1471, with any questions you may have regarding the enclosed. Thank you. Jacobs Engineering Group Inc. Firs[ American Title I. Preliminary ReportCA CLF A Prelim i nary ReportForm Order Number'. 10049710050 (Rev. Inch) Page Number'. 1 Rx tAmc ica Win First American Title Company 7010 NorM Palm Avenue Fresno, CA 93650 Tanya Roth Jambs Telecom 3161 Michelson Drive, Sure 500 Irvine CA 92612 Phone'. (999)2247892 Order Number 1004 4710050 Title Officer Martine Poirot Phone'. (559)221-1968 Fax No (e66)756 9620 E -Mall'. mpolmt@firstam mm Buyer'. Coachella Valley Recreation Property'. 77 865 Avenida Monfmuma La QlCA PRELIMINPRV REPORT cause to be a sued, as 4 is base herech a ,,ed Asreasm Insurance xreain land enumnar as an Reptor Allsoa eexcluded Froms� vereby some that it is prep red to issue, or eAsmwa�n sustained w�„i.a SCAM., Andi�m...e Ripmhom4 said ev Form.am The mented Exceptions and Exclusions Mco the coverage a H Lim raccons or Avered Eggs 4 said poicy or oxides are set Maps in cars A game e or. o`=a%ame *v v m6n.owe.e treasuries count Lim drop or Govered ocks+ppon He to the True and due Homecomeres Pulses OF Title Insurance vourch stands a Ed burfiblesman aid a Max, man Dodur LIM It OF Train cor cestain coverages am also set Find in Exhibit A Added OF the Job icy forms she Ad beread They are available Car is office vourch issued this ideas Please mad the exporters shown or r4ermd to below and the exceptions and exclusions set forth in Exhibit A of this expost carefully. me exceptions and exclusions am meant to prowde you with notice of matters which are not cowred under the also of the true Insurance policy and should be carefully considered. It is anyout ant to note that this pwIhnxwamx expost is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land. This Tuana any suregamers or amendments Ledu issued solely Its the purpose 4 111 the issuance 4 a poicy OF title remove aid ne, Mary is assumed Hereby IF it is desired that liability be assumed prior to the issuance 4 a policy 4 title insurance a tender or Grantrant shend be requested FNAme usionTtte Laos I OF 15 Firs[ American Title First American Title Order Number: 1004-4710050 Page Number: 2 Dated as of August 22, 2014 at 7:30 A.M. The form of Policy of title insurance contemplated by this report is: To Be Determined A specific request should be made if another form or additional coverage is desired. Title to said estate or interest at the date hereof is vested in: COACHELLA VALLEY RECREATION AND PARKS DISTRICT The estate or interest in the land hereinafter described or referred to covered by this Report is: A fee. The Land referred to herein is described as follows: (See attached Legal Description) At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in said policy form would be as follows: 1. General and special taxes and assessments for the fiscal year 2014-2015, a lien not yet due or payable. 2. General and special taxes and assessments for the fiscal year 2013-2014 are exempt. 3. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. 4. The rights of any and all owners and encumbrance holders, and their successors in interest, in all lots in Unit No. 14 of Santa Carmelita at Vale La Quinta by reason of the herein described property being designated as 'Park and Civic Center" on said map. 5. An easement for utilities and incidental purposes, recorded October 9, 1935 in Book 254, Page 471 of Official Records. In Favor of: Southern Sierras Power Company Affects: As described therein Fast American Title Page 2 of 15 First American Title First American Title Order Number: 1004-4710050 Page Number: 3 6. Covenants, conditions, restrictions and easements in the document recorded August 13, 1951 in Book 1294, Page 363 of Official Records, which provide that a violation thereof shall not defeat or render invalid the lien of any first mortgage or deed of trust made in good faith and for value, but deleting any covenant, condition, or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, sexual orientation, familial status, disability, handicap, national origin, genetic information, gender, gender identity, gender expression, source of income (as defined in California Government Code § 12955(p)) or ancestry, to the extent such covenants, conditions or restrictions violation 42 U.S.C. § 3604(c) or California Government Code § 12955. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status. 7. The rights, if any, of a city, public utility or special district, pursuant to Section 8345 et seq. of the California Streets and Highways Code, to preserve a public easement in Avenida Mendoza as the same was vacated by the document recorded August 6, 1980 as Instrument No. 142172 of Official Records. 8. The terms and provisions contained in the document entitled "Notice of Option" recorded March 30, 1995 as Instrument No. 97347 of Official Records. 9. The terms and provisions contained in the document entitled 'Resolution" recorded September 18, 2000 as Instrument No. 364480 of Official Records. 10. The terms and provisions contained in the document entitled "Assignment Agreement" recorded September 18, 2002 as Instrument No. 2002-518051 of Official Records. 11. The terms and provisions contained in the document entitled 'Resolution of the Board of Directors of Coachella Valley Water District" recorded August 6, 2003 as Instrument No. 2003- 597460 of Official Records. 12. An unrecorded lease dated September 23, 2008, executed by Nextel of California, Inc., a Delaware corporation as lessor and Tower Entity 7 LLC, a Delaware limited liability company as lessee, as disclosed by a Assignment and Assumption of Ground Lease recorded May 20, 2009 as Instrument No. 2009-0255928 of Official Records. Defects, liens, encumbrances or other matters affecting the leasehold estate, whether or not shown by the public records. 13. The terms and provisions contained in the document entitled Memorandum of Agreement, executed by and between Desert Recreation District, a public body duly organized and validly existing under the laws of the State of California formerly known as the Coachella Valley Recreation Parks District, a public body duly organized and validly existing under the laws of the State of California and TowerCo Assets LLC, a Delaware limited liability company, recorded November 12, 2010, as Instrument No. 2010-0545883 of Official Records. 14. The terms and provisions contained in the document entitled Public Art Maintenance Agreement, executed by and between the City of La Quinta, a California municipal corporation and Desert Recreation District, recorded August 5, 2011, as Instrument No. 2011-0343826 of Official Records. Fast American Title Page 3 o 15 First American Title First American Title Order Number: 1004-4710050 Page Number: 4 15. A Site lease dated August 1, 2013, executed by Desert Recreation District (formerly known as the Coachella Valley Recreation and Park District) as lessor and CSDA Finance Corporation, a non- profit public benefit corporation as lessee, recorded August 21, 2013 as Instrument No. 2013- 0410562 of Official Records. Defects, liens, encumbrances or other matters affecting the leasehold estate, whether or not shown by the public records. 16. An unrecorded lease dated August 1, 2013, executed by CSDA Finance Corporation, a non-profit public benefit corporation organized and existing under the laws of the State of California as lessor and Desert Recreation District, a special district organized and existing under and by virtue of the laws of the State of California, and formerly known as the Coachella Valley Recreation and Park District as lessee, as disclosed by a Memorandum of Lease Agreement recorded August 21, 2013 as Instrument No. 2013-0410563 of Official Records. Defects, liens, encumbrances or other matters affecting the leasehold estate, whether or not shown by the public records. 17. Rights of parties in possession. Fast American rit/e Page 4 of 15 First American Title First American Title INFORMATIONAL NOTES Order Number: 1004-4710050 Page Number: 5 Note: The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than the certain dollar amount set forth in any applicable arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. If you desire to review the terms of the policy, including any arbitration clause that may be included, contact the office that issued this Commitment or Report to obtain a sample of the policy jacket for the policy that is to be issued in connection with your transaction. 1. According to the latest available equalized assessment roll in the office of the county tax assessor, there is located on the land a(n) Commercial Structure known as 77-865 Avenida Montezuma, La Quinta, California. 2. According to the public records, there has been no conveyance of the land within a period of twenty-four months prior to the date of this report, except as follows: None The map attached, if any, may or may not be a survey of the land depicted hereon. First American expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any, to which this map is attached. Fast American rit/e Page 5 o 15 First American Title First American Title LEGAL DESCRIPTION Order Number: 1004-4710050 Page Number: 6 Real property in the City of La Quinta, County of Riverside, State of California, described as follows: BLOCKS 130 AND 131 OF UNIT NO. 14, SANTA CARMELITA AT VALE LA QUINTA, AS SHOWN BY MAP ON FILE IN BOOK 18, PAGES 82 AND 83 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. TOGETHER WITH THAT PORTION OF LOT G, DESIGNATED AS AVENIDA MENDOZA AS SHOWN ON SAID TRACT MAP, VACATED BY RESOLUTION RECORDED AUGUST 6, 1980 AS INSTRUMENT NO. 142172 OF OFFICIAL RECORDS OF SAID COUNTY. APN: 773-074-002-0 Fast American Title Page 6 of 15 First American Title u 3 (D 0 v (D In 1' 4 �a ,v CID E0V Ul TRIS MAP WAS PREPARE. FOR ASSESSMENT PURPOSES ONLY, NO LIABILITY PDR SE T. 6S, , R. 6E IS ASSUMED FOR TNF ACCURACY OF THE DATA SHOWN. ASSESSOR'S PARCEL MAY NOT COMPLY WITH LOCAL LCT -SPLIT OR BUILDING SITE ORDINANCES, CITY OF LA QUINTA SEP 10 2001 *-�C4l31 L.E —�— — — — — -- — — — 1a »ss 11.oe ° 10 07'�I — 2 — — ° 9 01 12 z ° 9 14 13 2 2 1fi _- O --- 010 �� TRA 026090 -TRA 026192 9 3 R10 7 3 R 3 O O -�- 117 .TRA 026156 TRA 026301 O 0 5 O O 9 U 13 R Q a^ O N Oa^ N 70 9 a 8� ^-— Q ^ d" O O ca m m 1.33 AC M/L TRA 026177 4 7 7 10 a "14 \y/ Oh/ig 6 2 6I?54 o \\ 1 a 25 R 6 9 \010 4 / 072' 5z °°n3 ° 2 $ 1 \ \ /129 / SRf 273'7;--544° y1e5l PA1 LS B OO,BLOCK I � BLOCK O I I I 074 PARKAND CIVIC CEkTER \\131 I i 130 / I DATA: CLO 25- iS-B-IB a M.a. CLO 25-11-90 ASSESSOR'S MAP BK773 PG.07 Riverside County, Calif. iT�" T.R.A. 020-016 020-190 020-090 020-201 020-142 020-156 020-177 — — 773-07 2S -S8 i12 ME 18/82-83 SANTA CARMEL I TA AT VALE LA QUI NTA N0,14 Aug 2007 0 ,v Q zz c: c: u First American Title I AYji(N4 Order Number: 1004-4710050 Page Number: 8 Section 12413.1 of the California Insurance Code, effective January 1, 1990, requires that any title insurance company, underwritten title company, or controlled escrow company handling funds in an escrow or sub -escrow capacity, wait a specified number of days after depositing funds, before recording any documents in connection with the transaction or disbursing funds. This statute allows for funds deposited by wire transfer to be disbursed the same day as deposit. In the case of cashier's checks or certified checks, funds may be disbursed the next day after deposit. In order to avoid unnecessary delays of three to seven days, or more, please use wire transfer, cashier's checks, or certified checks whenever possible. Fast American Title Page 8 of 15 First American Title First American Title Fast American Title Page 9 of 15 First American Title Order Number: 1004-4710050 Page Number: 9 First American Title Order Number: 1004-4710050 Page Number: 10 for First American Title Company, Demand/Draft Sub -Escrow Deposits Fresno County, California PAYABLE TO: First American Title Company BANK: First American Trust, FSB ADDRESS: 5 First American Way, Santa Ana, CA 92707 ACCOUNT NO: 3007470000 ROUTING NUMBER: 122241255 PLEASE REFERENCE THE FOLLOWING: PROPERTY: 77-865 Avenida Montezuma, La Quinta, CA FILE NUMBER: 1004-4710050 (MP) ATTENTION: Martine Poirot PLEASE USE THE ABOVE INFORMATION WHEN WIRING FUNDS TO First American Title Company. FUNDS MUST BE WIRED FROM A BANK WITHIN THE UNITED STATES. PLEASE NOTIFY Martine Poirot AT (559)221- 1968x8366 OR mpoirot@firstam.com WHEN YOU HAVE TRANSMITTED YOUR WIRE. IF YOUR FUNDS ARE BEING WIRED FROM A NON -U.S. BANK, ADDITIONAL CHARGES MAY APPLY. PLEASE CONTACT YOUR ESCROW OFFICER/CLOSER FOR INTERNATIONAL WIRING INSTRUCTIONS. PLEASE NOTE THAT AN ACH TRANSFER IS NOT THE SAME AS A WIRE, REQUIRES ADDITIONAL TIME FOR CLEARANCE AND MAY DELAY CLOSING. FIRST AMERICAN TRUST CONTACT INFO: Banking Services 1-877-600-9473 ALL WIRES WILL BE RETURNED IF THE FILE NUMBER AND/OR PROPERTY REFERENCE ARE NOT INCLUDED With cyber crimes on the increase, it is important to be ever vigilant. If you receive an e-mail or any other communication that appears to be generated from a First American employee that contains new, revised or altered bank wire instructions, consider it suspect and call our office at a number you trust. Our bank wire instructions seldom change. Fast American Title Page 10 of 15 First American Title First American Title Order Number: 1004-4710050 Page Number: 11 EXHIBITA LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS (BY POLICY TYPE) CLTA/ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02-03-10) EXCLUSIONS In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning: (a) building; (d) improvements on the Land; (b) zoning; (e) land division; and (c) land use; (f) environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: (a) that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; (b) that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; (c) that result in no loss to You; or (d) that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: (a) to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and (b) in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors' rights laws. LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: For Covered Risk 16, 18, 19, and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 16: 1% of Policy Amount or $2,500.00 (whichever is less) $10,000.00 Covered Risk 18: 1% of Policy Amount or $5,000.00 (whichever is less) $25,000.00 Covered Risk 19: 1% of Policy Amount or $5,000.00 (whichever is less) $25,000.00 Covered Risk 21: 1% of Policy Amount or $2,500.00 (whichever is less) $5,000.00 ALTA RESIDENTIAL TITLE INSURANCE POLICY (6-1-87) EXCLUSIONS In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws and regulations concerning: (a) and use (b) improvements on the land (c) and division (d) environmental protection This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless: Fast American Title Page 11 of 15 First American Title First American Title Order Number: 1004-4710050 Page Number: 12 (a) a notice of exercising the right appears in the public records on the Policy Date (b) the taking happened prior to the Policy Data and is binding on you if you bought the land without knowing of the taking 3. Title Risks: (a) that are created, allowed, or agreed to by you (b) that are known to you, but not to us, on the Policy Date -- unless they appeared in the public records (c) that result in no loss to you (d) that first affect your title after the Policy Date -- this does not limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: (a) to any land outside the area specifically described and referred to in Item 3 of Schedule A OR (b) in streets, alleys, or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of Covered Title Risks. 2006 ALTA LOAN POLICY (06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing - business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth -in -lending law. 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of: 1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an Fast American Title Page 12 of 15 First American Title First American Title Order Number: 1004-4710050 Page Number: 13 inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 6. Any lien or right to a lien for services, labor or material not shown by the public records. 2006 ALTA OWNER'S POLICY (06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 or 10); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: iYal 4:J 1012 Fi 9;141 a [{41'/ 7;I_CH 7 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of: 1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 6. Any lien or right to a lien for services, labor or material not shown by the public records. Fast American Title Page 13 of 15 First American Title First American Title Order Number: 1004-4710050 Page Number: 14 ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (07-26-10) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27 or 28); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing - business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth -in -lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26. 6. Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11(b) or 25. 8. The failure of the residential structure, or any portion of it, to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6. 9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 27(b) of this policy. Fast American Title Page 14 of 15 First American Title First American Title Qder Number. 1004-4710050 PagelWmber'. 15 Fust American Title Privacy Information We No committed to Safeguarding Cusbner Information In order by better serve your needs now and In the fuWre, we may ask yin to provide us Path carter n Infonnafion. We understand flat you may be concerned about what we wall do Path such Inbrmatm - paNmlarly any personal or finanbal Inbnnaton. We agree flat you have a right to know how we will utlRe the personal Inf cmaton yin provide to us. Therefore together with our subvid ah® we have adopted Us Privacy Policy to govern the use and handling of your personal Inbnnaton. Applicability This PMary Policy governs our use of the Infoomafionflatyou provide W us. It does not govern the manner In which we may use Inf cmaton we have obtained from any other source such as information obtained from a public recorder from another person or muff First American has also adopted broader guidelines flat govern our use of personal Inbrmaton regardless of lb sours. IiatNnerlren calls phase guidelines it Fair In ormaton Values Types oflnformation Depending upon whch of our services ye are fuzing, the types of nonpublic personal mfermaton flat we may bolleetlnclude'. Information we recave from you on applications, forms and In other cmmunicatons W us, whether In wrldnry In person, by telephone or any other means, Intonmaton about your dansaccons Path us, car sulfated companies, or others, and no in don we remove from a consumer rebound agency. Use onnfrrmation We request mfermaton from you for our own legamate business purposes and not tier the bermemf any nonaci party. Therefore, we Mt not release your mfermaton by nonatfitaW partes attryt (1) an necessary for un to proade the product or service you have requested of us, or (z) an permitted by law. We may, however, store such information mdetn tety, including the period alter which any Dammer relatonmhlp has baased. Such mfornaton may be used for any internal purpose, such as quality control effort or Dammer anatysls. We may also proade all of the types of nmpubtc personal mfama onlism] above m one or more of our afntafacompanies npanies. Such afntated companies Include unsocial service pm , vid such as tte Insurers, property and casualty naand frumtand investment advisory npanies, or companies Involved m real estate services, such as appraisal companlem, home warranty o companies and escrow companies. Furthermore may Companies, provide at the mm fornatwe collect at described abovebyN , companies at perform marketing services on our Fair m behalf of car athataby companies or other enanda Inst Wtons with whom we or our ath atted companies bavelant marketing agreement. Formor cusfomera Aver if you are no onger our crutaner, For Privacy Policy Mt cnunue to apply to you. confidentiality and Security We Mt use our best effort W ensure Nat no unauthorized partes have access by any of your nformatm. We resfrlct access N nonpublic personal information about ou by Nese individuals and enttes who need by know Nat mfamaton by proade product or services by you. We Mt use our bat effort by tram and oversee our employees and agent by ensure that our information Mt be handled responsibly and in accordance with Ni Privacy Policy and First Americans Fair anformatm Values. We curenty manctm phyolccl, backed c, and procedure safeguards flat comply with federal regulatrns by guard your nonpublic personal nbrmaton. Information onobGirea Through our web Site Fl atArnelcan Financial Corpaaton is sereave b privacy Ivues on the Internet We beieve Itis important ou know how we fr®tthe nformafion about ou we revue or the Interne[. In genera, you can visit First American or It affiata' Wait spa on the Wald Me Web MNoutriling us who you are or revealing any bfmmafion about ourself Our Wtlh severs collect the domain names, no[ the small addresses, of visitors. Thi Infamafion t aggregated b measure the number of visit, average fine spent on the site, pages viewed and similar Infornafion. First American uses Nt tormafion to measure the use of our site and to develop ideas to improve the content of our site There are Imes, however, when we may natl ntorma on from you, such as your name and email address. Main Inf cmafion is needed, we will use our bat efforts to let you knew at the fine of les on how we wall use the personal Intormafim. Usually, the personal Information we collect is used only by us by respond to your Inquiry, process an order a allow you N access specific a®unt profile information If you choose toshare any personal totornafion MMus, we will only use it accordance MN the policies oufinea above. Business Relationships I at American Fnanbal Coryoafioi site and It atillata's tas may contan links b other Wait spas. Mile we fry by link only by sits, that share our high standards and respectfor privacy, we are not responsible for the content ch the privacy praN® employed by other spa. cookies Sane of First Nneicanb Wedslta may make use of "cookie" technology N measure site saNtty and N crubmtre Infornafion by your personal taste. A cookie is an element of data Hata Wait site send b your broader, which may Nen store the cookie on your bard dive. Flstan a uses shred bookies. The goal of Us technology is N beds serve you when ardng our site save you fine when you are here and b provltle you with a more mabingful and pbotluNve Wed site experience, Fab Information Values Fairmiss M cnsmer consumer expectafions about their privacy in all our businesses. We only offer product and services that assure a favorable balance between consumer bamfit and consumer privacy. Public Record We beieve that an open public record creates significant value for sobet, enhances consumer chtle and create, consumer opportunity. We arca y support an open public record antlenphaslee It Importance and bonbbutlon b our economy. Use We beieve we should behave responsibly when we use nformafion about consume in For business. We MII obey the laws governing the bouafion, use and dlvennafion of data. Accuracy We Mfi take reasonable steps to help avure the accuracy of the data we boueal use and dlvennate Where possible, we Mfi Site reasonable steps b correct naccuate mfamafion. When, as with the public recoa, we cannot correct inaccurate infamafion, we Mfi Site all reasonable steps b assist consumers in manetyng the source of the erroneous data so flat the consume pLaticure the required borrectons. un We endeavor b educate the users of For products and services, For employees and others In our nobody about the importance of consume privacy. We Mfi Instruct our employees on lir fair nformafion values and on the responsible bouafion and use of data. We Mt encourage others in bo our nobody b fiinformation collect use information a responsible manner. Security We MII manctn appropriate faddes and systems b protect against unauthorized access N and comption of the data we mamtan. Form so- PRIVACY (9/1/10) Page 1of1 Privacy mformabon(20012om FirstAmulcan Fnansizl Corporabon) 5tAmel Tide Page 15 of 15 First American Title First American Title 2. Exhibit A Exhibit "A" Legal Description A.P.N.: 773-074-002-0 Real property in the City of La Quinta, County of Riverside, State of California, described as follows BLOCKS 130 AND 131 OF UNIT NO. 14, SANTA CARMELITA AT VALE LA QUINTA, AS SHOWN BY MAP ON FILE IN BOOK 18, PAGES 82 AND 83 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. TOGETHER WITH THAT PORTION OF LOT G, DESIGNATED AS AVENIDA MENDOZA AS SHOWN ON SAID TRACT MAP, VACATED BY RESOLUTION RECORDED AUGUST 6, 1980 AS INSTRUMENT NO. 142172 OF OFFICIAL RECORDS OF SAID COUNTY. First American Title First American Title 3. Exception 05 254 471 471 State&. 3 -nn' President of the T'nited States of 3C)o Antriliw.,haTe caused these letters to be made Patent, and the Seal of the General 14nd Office to be hereunto arfixt4. GTvXN under my hand, at the City of Washington, the Ninth day of Fe'67,aary, in the y*sr of our Lord,oca thouaand nine hundred and thirty-two and of the Independence or the United Staten the one hundred an', fifty-sixth. Bythe PTesiaante Hezb-irt Hoover (G-ENERil. WM OFF -,CB SKAL) R7 Leafle Z _flie tz'seeretary. Mwma L. Warren, Recorded:Patent Number 105ZC42 Recorder of the General land Office. R*,aavrea for r"orc O�t 9. at a o'clock A.M. at request of F.R. #377 Socembe, Copied in Book No. 2,'A of Official Rccold5, page 470, et sec., Record -5 of Riverside County, California. Fees :$1.00 Tark A-Ross,Recorder, Recorder. 11 Compared, Copyist; A.Burges3; Oomparor. M. Aarick Los Inge! es , Ca iiforr"', a, Sept. ?zl' 19 3"� '.-E3RE,LS, PALM SPRINGS LLND & JR:tTG kTjob CO., a ro::poratjo t,,e owner of earzedu lands compZined do 011c, parcel and located in the County of Riverside, State of California, wt-Ich parcel or land has been by said owner hiubdivided Into IQt1' blocks, streets, alleys, highways and Public places as shown on a Man, or ?]-a-. entitled Unit No. 14 Santa Carmelita at Vale La q,,;inta, wtdch map or plat in now of rs%ord in Map Book N%mter 18, at page a3, Records of Riverside County, State of California; and, WEIMBAS, It is desired by tLe parties hereto that a supply of electric energy by tranwmittel to and public service continuously delivered and mainta-Jzad upon mid parcel of land by The Southern sierras Power Company, an electrical public service corporation, or by its successors or assigna, so that the present and future owners and. occupants of "a various late and olocks included w1thla said entire parcel R67 enjoy electric service ftox time to time; Now therefore, TMS MMMURE MMER %71ThFMFTE,- t for and in consideration of th* prealses and t-16 am of Ona dollar 41-00) lawful current=730Y Of the United States or Amorloa, In b4o2d paid to the usilardigned grantor by the said The Southern Siorras Favor Company, receipt whersof In hareby'fully acknowledged, a right Of Way is hereby grerated by tto unAersigned grantor to the said The Soathern Sierras Power Company, Its successors and assigns 'With the rift to orect, inst*11 and maintain Its Conduits; TRUIZ4, Poles or other zuppf>rts with wires,aarvioe boxes and 'fimturSA thereon or therein U649tsary for the purpossa of the 'said The Southern Siarras pa"r C*Mpggy nlong,ovar, upon ear beneath all Ut aU—ets, alls7s,bighwzYg and p7lblia places, and over' along and upon OT bBrAe-UE ,all division property lines First American Title First American Title 472 #3g9 First American Title (excepting those lot property lines Wbieh Coincide with t hs boundary lines Of the various streets and, alleys) which ars shown on the above Qaaoribad mrzp or plat as being a part of the said syybdiviaion; and to Glaar, grade and keep its said right of eay, with the conduits, Vaults, roles, sabres and fixtures thereon, free from 'hraah and wood growth to such width as may -be aaceesasry for p#Otootion against fire. '. It is understood and agreed that by Its acceptance of this grant the said she Southeru 3ierros Power Coo pang agrees, for itself and its successors to erect, install and maintain its electric service lines along than rlgr:t of Way .line or lir=e herein described., only In such manned, to such extent and at such times as will meet the actual and reasonable Mod&_ of the owners and occupants of the 10*a and blOGko Included in the said subdivision parcel,. It being further agreed and undorst"d that such vi te.csions of service shall in each case be justified by an assured reasona'b:se revenue to be derived therefrom. It is agreed that the employses of the said The &outhern 5isrraa nowF,r CompnAy with their equipment, shall wrt:enever necessary have the right of &cows, tranulrortation and trawl to and aloaag said right of way and the supports an" wires thereon, or therein for all necessary purposes, including the pu.poses of inspection, renewals, repairs and additional, provided a.lxa,ys that the said PoYrer Company, its auccesaaora� or assigns, shall to responsible for any damages which way by such Employees be unnacasaarily done to the property above described. Conaid.sration for property heroin described is less than $100.00 _PALM SPRINGS Llkh' & 11RIGk-11-ON Co. fly Harry Diener, Its President (.QR'TF4^'s&T3 SEAL) Attest: By 91. Phillips, Its Secretary. Coachella B.R.R. 1,838 - 342 NP 10/4/Rr 202 State of Galiiorn.i$, ) (so. County of LOS oles) on this Ra'ith day of Sep. 1930, before me, Charles A.Rank, a 'NOtar"a' T"ablic in, and for said COnnty and State, person&H.ly apapsa .-ad Harry, Kiener, known to me to be the President, and Ad. Phillipa, known to me to be the Secretary Of the 0arperat10 that exeOutad the asi'thin, instr=aat and known to Ae to be the persons who executed than within instrument 00 behalf Of the corporation, therein named and aacv.osaladged to me ttAt_auch Corporation 616outed the same. Wi'2' MS my ho„ it and official seal, the day and year in this certificate first above written. Ck;arles A.Dauk, Notary Public in and for the Go>n.ty MoTARTAL SIAL) Of Loa .Ang62.e8,gtotO Of California. Dozaription ohaaked and approved. P,Y.H, Z.y.W. Legal yeaturea Approved, H.M.H. Attorney. Raseiveal for record Leet 9, 193'5, at 8 o'clock A. M. sat request Of :30. Ci. Po. CO,. Copied in BOOIC No. 854 Of RffjCjaI FEeeorls, pages 471, at baa+;., Rtcerda of Riverside County, Ceiirornl.a. loan $1.20 pack da.i3uas,Reo�rdew: ------------- By P.n.RCw,,35sputy Reoorder. 06; Ompaxer. 1d,Alrick . First American Title 4. Exception-06-1294-363—CCR ATTACHMENT Attached is the document you (or someone on your behalf) requested. As required by Section 129561(b)(1) of the California Government Code, please take note of the following: "If the document contains any restriction based on race, color, religion, seg, sexual orientation, familial status, disability, handicap, national origin, genetic information, gender, gender identity, gender expression, source of income (as defined in California Government Code § 12955(p)) or ancestry, that restriction violates state and federal fair housing laws is void, and may be removed pursuant to Section 12956.2 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status." First American Title First American Title First American Title g C ide_ atlo' ^e . less reculred MIDEWId, rGMIPt Of Vhich is ret,7 acknw edy ,CATaDM yMIA ADAM, A—wJr CATM-XGLITU Xmm,y indA'0.', tia:ay, 4-IIld CAMRIM $ IRGINI& mm, i T� :i z S f YisF.m, YiEC"GiF TT Jj 1i 17 - NATIONAL BM OF WS ANGELkS, and CUr lMjpp, as Trost*" Undasr the Last mil Testament 0Paaxry'ltjAw'. dece ed* hereim t4r ra erred to as ; .A ate#„ der hershby grant to �'$ MRMTA MUTU.al 'WAIM GJa'fi'ia.N7, a Caalifarnias Corporation, ber,ainafter referred to as Grantee, the real property in the= Coachella Valley County Water District, CmntY of 4iiver-Sde, ivate of: California, de. bed a,s: B�_-�ks 1,V and 137-. of Uat No � iia, tap4�& e araaaeii ta, at Vales La Qnxnta, as _,err asap 'reecor€ M in. FSr ok 18, Pages 82 and 83 of :C# -Pp .,, recorded in the. Office of „s the Recorder of Riverside Crmaxtn �j subjoc.t tai ,41 1,s All t4xeas for the fisoal your 1951-se2. 2. The rights ofany j and su onatt saaet mxscam>srmce ltesZdars, and their successors in interest, in. ill lotsin Cnit boa 14 of Santa grana=..1ita at Name L& Quinga by reason Df the here -13a described property beige 9 designated as -Park and Clriae tarn On said agape 3 An easement, gox' utilities as granted to soeathlrosi.arras .ccsaaer i4r}:atry y Deed from ?ala- S;g-ings Land area. T37dgatjon,Ccmpa4y,,. recorded. Cr.;cr}a'r 9, 1935, in Book 254, PaCO 471, Riverside County.Recordz, to wh~c:1 T-ecord refereree is. hereby naaade for furthax partimilaraj aPQn cooditionx thaat-tae, property herein described shall be used solely and cerciss � by the Grantee and its aaxW63801-9;, as a oitg PIAO-groamd and recreation cent^ for the use of propc,rty- oahsrs araaz resIdexatas of th4to� ty of L ui.ntaa, a their guests,` and there shall be rc discriaxtinstion, as to the use of. a saint gr4m;.see kir AMY of said Greau Its --acceesors, reseeldents or gr4est,ya pro -sided, hover, th&t ttie rll�ht to use the said premizea may be conditioned cned capon, co:*ttI±wnce with re osaabis rlies mad re uL ti €ma pro l pteid frons time to t� ae b uraaatee, or its waccessiors, 9 re-•nzi , the use hof the premisea and than conduct to be observed thereon. Grantee and its a ccesasor:s shall not a _41'zact or perm -It to be oondocted upoin the said pr—ises any csaxnaser+°ia enterprise of any kind or nature 10h4t800rer, And ,sham make no charge for the na e'O' asadd PreW'ses Or;&nY Part thereof, 'wo at haat a reasonable Obar€Ce ; his mads Jf'or t2w use sof ash 8a3 aaing Pool T-TUch r be cawt=c .ed thereon and & chorge, com. eamarste with the c'oas't of %ain tm aagca*y � , and ttae ones �f req uiredt;til.ities easy Las aaaas�:ie for the Ube qaf axq other sp cW re— tiO facilities Provided .; the Grantee, itra saa01esaors Or "aasaxipaS. Grant- hareby acyaaa oats for it f, . and its meaccessors- to de nota the Property here: zfssoadbed oxclarjve3Ly to the paabli" PurPOSO as afQree aar� to no other vorpose, 3T :baeaach of than fog +oi ooxadi'-ion or covert, th tits to tine pr pe �Aroln daaacxiLed,>aaaa 3 revertarntorh aetro sshal7.,Katie t.e xieht ties re d" take Possession of said sParty, The restrictions a nd condition., contained in this deed s"11 b'& Oc'" aaants r=WA w a th<a 1a and z1hI lt: OPOrrate i'or the bssnnesfkt. o� and. f be e> 4orcaed: the raatto8a6, th*iA saccessora or aassig , aalr- t +ranteas, it svccessag s or assib UTiCaRXJK'E G -TR di ADAMZ, fon^aaearly (4thrime isaated.: �6,1. x- Ki,4h*:r v ind Lvi4 dua .1-y,,/,'i � i CAT111R7nl Vl u?l'F at�� . oA eater Ly ^a a Virginia Kiel:Mr- aaa stee 'U ndee.r t_-,e't 2 1157 :3? v y Ki.ener, dec.e d ^� fi Dated 8 ener 4''o, Af the ,8a_1 of :iaa-ry as a a I 4 4 4 4vf: Y.P{�Lt AcrR:.e E. Qt ji-I A.TYS:7 ��5` , sill. of Harr V Kdener, dpwaet ass3>. Trest ,:flcer Vtoe: Preesident as First American Title ;s64 Bzt\, K OF LOS ANGELES, ES, as Trustee as.af0Msaid, has herc;nato affixed i*_4,ffrn s Vice -President and AsIsistaear Trust Officer, thereunto du[y awe#�car�esF'r�z dav of 19 -FIRSTY'wA,T fsALr BANKOF LOS AIGluLES ........... liiUMS09 my. and and official nal. N -. rr o ..-.wz,40M LST bel C12-ew �• ;�� P� x}33 ..... .. ..,_ - .:_:. 9-rssa or Com, aar, Ust July of AE D" 9__ bqore nig., a Notov 3'ubkc in and for .wise Ctw&*# dnij swe,' a�ngaea ------------ ------ ------- gars w ine, --- --- to be the ran_.___ W W, teaetse.-__ AlvM rossE to the within 'nWumew, aced wkw�age4. to rrw th4t rtst ne. IN @6'MEW Wj0MWT 3 ham hamwao .set my hand and afiked nV a&W aea the d4y and.Vuw in - --------- ra a esus Sta4. /h::xN©" - encca9 .AfT.—e6eCurVaaa 4YexSavrx PC*. &32 STATE. OF CALIFORNIA County of ------ cam. awl a ....:.......... f On this 3rd day ofr A Iu-t A. D 1951 before me Notary Public .rt and fear said county and State, residing thcR,-i a, dM1Y COMMi0i0ned and gnalifi , peMnal?p appeared T. '�;Z.s wiza�.e:ns l 4,iovm toxme to be the Mire -err ideatt, T. W. : eenino kx own tome glee the.A;ast Offic Of the kiff. Asii5a exec] r t z rt r @�owr' t to the perces who executcd the ethim imtrumMt on bcwf Of the apodat4Q�s therein 0%' Med, and seknowledgecf to nx tfsjr roach 80 -sstion executed the Mme. . 1nwo my hand a d o ilia l sml, First American Title First American Title $aa„ re of C tLw0 x1,-. County o3 Uzg64,-.t CITIZEN, S v A`4I`#{3#' AL i`R'[,ST & SAVINGS BANK OF' RIVERSIDE, IDE, s National Banldnp A.%gociatic.. ,a Tnastee ::n Ser Lteeel mff �r:sf dated . d T9��S'. 1. t _..7'.9 _ , n ccaEetl t� . ......... ... x_..1213 : X -re .... -Trustor, arca Fzec ©zrdt -- - DeaAallab4s2 .. ......... 1942- in Trak ... ..... 5ti£�.._....... -Page. r 53 _ . c 0 f•xi Records o#, ------. R1-varA1d-8.._---- ..... _.-Coainty, California,-- ..__lnst - #17611-1 .:..... 1aaving reeersed from Beneficiary therecander a written request tq,reeonvx y, reciting that xln l sunny s -ee bysaid Deed of Trust have been fully paid, and said Deed of Trust and the noir_ or rotes !:&sacred thereby ha., :ug been surrendered to said Trustee for mmeellataan, does hereby reconvey, without warranty, to the P-erson or JRrsons legrally entitled thereto, the estate now held by it thereu-nder, d;v WiT.YES'SWxiFIMOF, C#'fl`lZETaS NATIONAL TRUST & SAVINGS BANK OF Raul IDE, a,, f`ntafiee;i a ii none a5nd seal to be hereto uffixed }s4 therevnt©,uuly wathorizcd --- day of . . "Augcas _._.........._ . , 19_---51 CITIZ l+iS NATiO'P; 1, TRUST &- SAVINGS FiA_'^<'N (YF RIVERSIDE, E, As Trust(,e ff ------ ATF'GP `Y. eoi`zv'R.rar xvrvgsm:s. l f, «. acs i.9".kk .:..,iar +r _...tugXat...._. +' � � .. .._.... _..._ . 8... X :3nyy. F ufh- '• i n•S i' em eea Ae s�,w r zonae Rntr x,>c ••�'. L4hmsSd A1x43artM Bf:X krm¢..Ane awr'a�. Uw4. �.v3. 4:Uri.;.and r*^a�'xaiaaKaaacv�mxrh ax T - vwd kus wa tR u zhe Fxys*<n tae axxated :ha. e� 4xM7 ar f? ,w. i�xi�,n cM.wtti >4 knWswd}[R6 4a. mo- gkea a.4t vwivss ream xweivtd tlic m T'JH5Y9P. x f.R ; lent xen M .-.. .. .f .N:aw of C.w➢a x.rnr... Y Comission Expires 51/ /55 5C �' „q,,. �^" �xMc '� *x•siw.: +sem. _ First American Title First American Title 5. Exception_ 07_ 142172 After Recording, deliver to: CLERY OF BOARD OF SDpEPViSOR! 1 Board cf Supervisors Cjunty of Riverside 2' RESOLUTION NO. 80-284 3 ABANDONMENT OF A PORTION OF AVENIDA MENDOZA (AB -19-80) LA QUINTA .AREA 4 (Fourth Supervisorial District) 5 .' WHEREAS, a public hearing after due notice has been held upon a 6 resolution of intention to abandon the hereinafter described portion of a road, 7 and all persons having had the opportunity to be heard; end the Board having 8 determine, pursuant to Sections 9:59 and X381 of the Streets and Highways Code, 9 that the following described Portion of a road is unnecessary for present or 10 nrosUective public use, including use as a non -motorized transportation facility; 11 now taerefore, 12 ' BE IT RESOLVED, DETERMINED, AND ORDERED by the Board of Supervisors 13 of the County of Riverside, State of California, in regular session assembled 14 on July 22, 1980, that a portion of Avenida Mendoza in the La Quinta area, 15 County of Riverside, State of California, more particularly described as follows, 16 ' is hereby abandoned: 17 That portion of Lot G, designated as Avenida Mendoza, lying between the easterly prolongation of the southerly line of Lot L, 18 designated as Avenida Montezuma and the easterly prolongation of the northerly line of Lot 0, designated as Avenida Montezuma, as 19 said lots are shown cn Map of Unit No. 14, Santa Carmelita at 'Vale La Quinta, filed in Map Book 18, Pages 82 and 83, Riverside County u records. 21 BE IT FURTHER kESOLVED that the Clerk of this Board cause a certified 22 copy of this resolution to be recorded in the Office of the Recorder of Riverside 23 County, California. 24 Roll Call resulted as follows: Ayes: Abraham, Record and McCandless 26 Noes: None A.E. Newcomb Absent: Schroeder and Younglove 6/19/80 27' JCR:fk MNALC'C.SL: l VAN 08,6 1 w, 50— r J' 1 tr First American Title First American Title END RECORDED DOCUMENT DONALD D. SULLIVAN. COUNT Y RECORDFR First American Title First American Title 6. Exception_08_97347 .�. _ 097347 �B RECORDING REQUESTED BY AND AFTER RECORDING RETURN TO: Cristo, Pippin & Golds 77-564 Country Club Drive Suite 220 Palm Desert, CA 92211 THIS SPACE FOR RECORDER'S USE RECEIVED FOR RECORD AT 8:00 OUOCE MAR 30 1995 (For the benefit of the La Quinta Chamber of "ii°'"or"om" r��ftwa+1°M Commerce) r"Off �\ \ �Iwat NOTICE OF OPTION (title of document) ORIGINAL First American Title First American Title RECORDING REQUESTED BID AND AFTER RECORDING RETURN TO: Criste, Pippin a Golds 7771-t564 Country Club Dr. NOTICE OF OPTION PtImej eft CA W& The LA QUINTA CHAMBER OF COMMERCE, a California non-profit corporation, hereby gives public notice that it is the holder of an option to purchase the real property legally described as follows: Blocks 130 and 131, Santa Carmelita, Unit No. 14, at Vale La Quinta, Riverside County, State of California, as per Map recorded in official records at the Office of the Riverside County Recorder, and including improvements thereon. The terms of said option are set forth in the Agreement dated September 15, 1978, a true and correct copy of which is attached hereto as Exhibit "A" and incorporated by reference herein. Dated: March a 0 , 1995 LA QUI14TA C ER OF OMMERCE By: �Dan�herin gill Its President By • kdd Michelle Dallas Its Executive Director FI0EUIYNA110WjwLERSURAW1CO9PANY HIS RECORDED TH;5.vo:SUVINf BYREQUESTRS NOTEMWIM IT FOR MUM AID SLiyXW OR AS T ENECT UPON THE T1100 ANY RE!LL PRQPLO WANYBEDESG "1HERTBL First American Title E' oa First American Title First American Title U- q O 0 STATE OF CALIFORNIA ) HH. COUNTY OF RIVERSIDE ) On l , 1995 before me,_l10 notary public, personally appearedd /t 4'f�j fhPr r n _�ersona2ly known to me OR X_ , proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in accordance with his authorized capacity as President of the La Quinta Chamber of Commerce, and that by his signature on the instrument, the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. IiONbA 1tN01FY CpYe,t.• tsatrp glVs>9tj>ECOUPm/ MMcae-8*kMNOV29.twe NocarYpublic STATE OF CALIFORNIA ) Ha. COUNTY OF RIVERSIDE ) Ong. 1995 before me, "!^ notary pub ic, personally appeared 2 _personally known to me OR -/— , proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in accordance with 1-}s/her authorized capacity as Secretary of the La Quinta Chamber of Commerce, and that by 1-6;6a/her signature on the instrument, the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. WICOUNIV ,� NofatyA$Iq—CdtoiMo � �7T47 MY MYCmmn NOV20 MS Notary blic First American Title First American Title 0 AGREEMENT This Agreement is entered into in La Quinta, California this 15th day of September, 1978 by and between the LA QUINTA CHAMBER OF COMMERCE (hereinafter referred to as Chamber) and the COACHELLA VALLEY RECREATION AND PARK DISTRICT (hereinafter referred to as District). dispose of 1. Upon the event that the District desires to the property or becomes incapable of holding title to real pro- perty, whether through dissolution or otherwise, the District agrees to then grant, transfer and assign all of its interest in the real property legally described as; Block 130 and 131, Santa Carmelita, Unit No. 14, at Vale La Quinta, Riverside County, California, as per Map recorded in the Office of the County Recorder of said County. and including improvements thereon, to the Chamber for considera- tion of $1.00. 2. It is understood by both parties that the above-described property is subject to certain covenants, conditions and restric- tions as stated in a Deed dated July 25, 1951 and recorded on August 13, 1951 as Instrument No. 34109 in the County of Riverside. Under that Deed the property was transferred by the Trustees under the Will of Harry Kiener and Mrs. Catherine Virginia Adams to the Santa Carmelita Mutual Water Company, a California Corporation. 3. The District hereby agrees to allow the Chamber reason - the community recreation building located on the pro - able use of party for Chamber purposes, without charge. EX01131 First American Title First American Title r. f / 4. This Agreement shall remain in full force and effect until November 30, 2099, unless sooner modified by the parties. 5. As consideration for this agreement the Chamber agrees to assign all of its leasehold rights and interest in the above- described property and to transfer and assign the same to the District. COACHELLA VALLEY RECREATION LA QUINTA CHAMBER OF COMMERCE AND PARK DISTRICT By^ , President All By By secretary STATE OF CALIFORNIA � ss. COUNTY OF RIVERSIDE On - n --California,, 1978, before the undersigned, a Notary Public for the Stat personally appeared HAROLD COUSINS, known to me to be the person whose name is subscribed to the within instrument, and acknowledged that he executed the same. Notary Public in and for said County and State STATE OF CALIFORNIA ss. COUNTY OF RIVERSIDE I On , 1978, before the undersigned, a Public for the State of California, personally appeared Notary T. C. WPublic f known to me to be the person whose name is n instrument, and acknowledged that he subscribed to the withi executed the same. Notary Pu lic in and for said County and State _2- EXV1'9 First American Title First American Title C� STATE OF CALIFORNIA � ss. COUNTY OF RIVERSIDE 1 1978, before the undersia On the State of California, personally appeared Notary Public oi' whose name is FREDERICK H. RICE. known to me to be the person ed that he subscribed to the within instrument, and acknowledged executed the same. Not— ary Public in and for said County and State STATE OF CALIFORNIA � ss. COUNTY OF RIVERSIDE fore the undersigned. a 1978, be appeared On personally pP Notary Public for the State oto meltorbeathperson whose name is PATRICIA J. HOTCHKISS, known and acknowledged that he subscribed to the within instrument, executed the same. Notary Public in and for said County and State -3- =Ift��I`e First American Title First American Title 7. Exception -09-364480 PIrA51 COMPL111 IMSIMORMATION RECORDING RI OUI MI 11 BY AND WHEN RECORDED MAIL To � 'tN- a�' 4 Qa4i&- P.O. Box 1504 LA QUINTA, CAI-IFORNIA 92259 TRA: DTT: DOC a 2000—ZS4400 09/18/2000 ea:aeR Fea:NC Pape 1 of 3 Recorded in official Records County of Riverside Gary L. oras Rssessor, County Clerk 6 Recorder 1111111111111111111111111111111111111111111111 C9 n/0 4 Title of Document THIS AREA F"Ory REC�01�Er. ftY)S USE ONLY 00 THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION ($3.00 Additional Recording Fee Applies) STPSCSD 9 IRw 5,911 First American Title u ME WE M IEon M14Cpq I ys x5G - --I.- T_� _._ ` L A,� C9 n/0 4 Title of Document THIS AREA F"Ory REC�01�Er. ftY)S USE ONLY 00 THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION ($3.00 Additional Recording Fee Applies) STPSCSD 9 IRw 5,911 First American Title First American Title I RESOLUTION NO. 2000-100 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA QUINTA, CALIFORNIA ACCEPTING STREET RIGHTS OF WAY OFFERED FOR DEDICATION ON SUBDIVISION MAP ENTITLED SANTA CARMELITA AT VALE LA QUINTA, UNIT 14 WHEREAS, subdivision map entitled Santa Carmelita at Vale La Quinta, Unit 14 was approved by the County Board of Supervisors and recorded on July 1, 1935; and WHEREAS, the County Board of Supervisors did not accept the offer of dedication of street rights of way shown thereon when the subdivision map was approved in 1935; and WHEREAS, said dedication by the subdivider is an irrevocable offer that can only be terminated and abandoned in the same manner prescribed for the summary street vacation commencing with Section 8300 of the Street and Highways Code; and WHEREAS, the County never terminated the dedication offer as evidenced by the fact said streets were part of the County Maintained Road System when the City incorporated in 1982; and WHEREAS, the County maintained the streets up until the date of City Incorporation in 1982; and WHEREAS, the City has maintained the streets after Incorporation in 1982; and WHEREAS, it is desirable to have formal documentation in City files for easy reference and dissemination to confirm the subject street rights-of-way have indeed been accepted. NOW, THEREFORE, the City Council of La Quinta does hereby find, determine, order and resolve as follows: SECTION 1. Pursuant to Government Code Section 7050, lots A, 8, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, and T which were dedicated to public use on the subdivision map entitled Santa Carmelite at Vale La Quinta, Unit 14, are hereby accepted. SECTION 2. The City Clerk shall file this resolution for recording by the County Recorder. Iloll III III I1NIIIIIIIiI1IiIIIIIIIINIIII OVWOSO 99A First American Title First American Title Resolution No. 2000-100 Right -of -Way Same CamWita at Vale LQ, Unit 14 Adopted: August 15, 2000 Pape 2 PASSED, APPROVED and ADOPTED at a regular meeting of the La Quinta City Council, held on this 15' day of August, 2000 by the following vote, to wit: AYES: Council Members Henderson, Perkins, Sniff, Mayor Pena NOES: None ABSENT: Council Member Adolph ABSTAIN: None JOHN . PENA, ayor City of La Quints, California ATTEST: J . GREEK, CMC, City Clerk City of La Quinta, California (City Seal) ThMYtoarlly00Mtnbmgwglga full. Uw elle A, PI Cray CIn» org" MlIp1 N an as in On olaa a ft Cky aNAaftowe ibawift6wwAs APPROVED AS TO FORM: pat 8 Ar 9000 CMGAAi � - ✓ al,lf7111, M. KATHERINE JENS City Attorney City of La Quinta, California IIilul IIN11 N'I Ilidl IIID IN �IIIIIIIIN I�III IIII I� QW19.13 m88 ee ON First American Title First American Title 8. Exception_10_2002518051 OfiANC ooi%ST TITLE CO. WHEN RECORDED, RETURN TO: Jeff A. Stava, Esq. Nossaman, Guthner, Knox & Elliott, LLP 18101 Von Karman Ave., Suite 1800 Irvine, California 92612 DOC N 2002-0318031 09/18/2002 08:00A Faa:NC Papa 1 of 8 Recorded In Official Records County of Riverside Gary L. Oreo Assessor, County Clark 8 Recorder T 1111111111111111111111111111111111111111111111111111111 _ M ] U II PAGE SIZE I OA PLOR I NOCOR I SMF I MISC, A I R I L 11 1 1 COPY I LONG THIS TRANSACTION IS EXEMPT FROM CALIFORNIA DOCUMENTARY TRA TAX PURSUANT TO SECTION 11928 OF THE CALIFORNIA REVENUE AND TAXATION CODE. THIS DOCUMENT IS EXEMPT FROM RECORDING FEES PURSUANT TO SECTION 27383 OF THE CALIFORNIA GOVERNMENT CODE. , oku bib ASSIGNMENT AGREEMENT by and between the CSDA FINANCE CORPORATION and BNY WESTERN TRUST COMPANY as Trustee Dated as of August 1, 2002 RE: COACHELLA VALLEY RECREATION AND PARK DISTRICT 218277_1.DOC First American Title REFUND I NCHG I E% First American Title ASSIGNMENT AGREEMENT This Assignment Agreement, dated as of August 1, 2002 (hereinafter, the "Assignment Agreement'), by and between the CSDA FINANCE CORPORATION (herein called "Corporation"), a non-profit public benefit corporation duly organized and validly existing under the laws of the State of California and BNY WESTERN TRUST COMPANY, a banking corporation duly organized and existing under and by virtue of the laws of the State of California (herein called the "Trustee"); WITNESSETH: In the joint and mutual exercise of their powers, in consideration of the mutual covenants herein contained, and for other valuable consideration, the parties hereto recite and agree as follows: Section 1. Recitals. (a) The Corporation and the Coachella Valley Recreation and Park District (the "District") have entered into a Lease Agreement by and between the Corporation and the District, dated as of August 1, 2002 (the "Lease Agreement'), whereby the Corporation has agreed to receive Lease Payments (as defined in the Lease Agreement) from the District, and the District has agreed to make Lease Payments to the Corporation for the acquisition of certain facilities (the "Project'), which Project is more particularly defined in the Lease Agreement, in the manner and on the terms set forth in the Lease Agreement. (b) Upon execution and delivery of the Lease Agreement, the Corporation is required to deposit or cause to be deposited with the Trustee and the District certain sums of money to be credited, held and applied in accordance with a Trust Agreement between the Trustee and the Corporation, dated as of August 1, 2002 (the "Trust Agreement'). (c) Upon delivery of the Lease Agreement and the deposit of moneys by the Corporation with respect thereto, the District is obligated to pay certain Lease Payments to the Corporation. For the purpose of obtaining the moneys required to be deposited with the Trustee, the Corporation is willing to assign and transfer its rights and interests under the Lease Agreement to the Trustee for the benefit of the Owners of the Certificates of Participation (the "Certificates") to be executed and delivered under the Trust Agreement, and in consideration of such assignment, the Trustee is executing and delivering such Certificates to the purchasers thereof, the proceeds of which sale are anticipated to be sufficient to provide the moneys required to be deposited by the Corporation pursuant to the Lease Agreement. (d) Each of the parties has authority to enter into this Assignment Agreement, and has taken all actions necessary to authorize its officers to enter into it. 1 2182771.DOC 1111111 Hill Hill IN 11111111111111 Hill111110109 8020 f 88�eaa First American Title First American Title (e) The terms capitalized in this Assignment Agreement but not defined herein shall have the meanings given to them in the Lease Agreement and the Trust Agreement. Section 2. Assignment. The Corporation, for good and valuable consideration received, does hereby irrevocably and absolutely sell, assign and transfer to the Trustee, for the benefit of the Owners of the Certificates executed and delivered under the Trust Agreement, all of its rights, title, benefit and interest in the Lease Agreement (except for the Corporation's rights to indemnification and payment or reimbursement of its reasonable costs and expenses), including, without limitation, its rights to receive Lease Payments and interest thereon from the District under the Lease Agreement, and the right to exercise such rights and remedies as are conferred on the Corporation by the Lease Agreement as may be necessary or convenient to enforce payment of such Lease Payments and interest thereon when due or otherwise to protect its interests in the event of a default by the District. The Lease Payments and interest thereon shall be applied, and the rights so assigned shall be exercised, by the Trustee as provided in the Trust Agreement. Section 3. Acceptance. The Trustee hereby accepts such assignment in trust for the purpose of securing such payments and rights to the Owners of the Certificates delivered pursuant to the Trust Agreement, and subject to the provisions of the Trust Agreement. Section 4. Conditions. This Assignment Agreement shall confer no rights and impose no duties upon the Trustee beyond those expressly provided in the Trust Agreement. Section 5. No Additional Rights or Duties. This Assignment Agreement shall not confer any rights nor impose any duties, obligations or responsibilities upon the Trustee beyond those expressly provided in the Trust Agreement. This Assignment Agreement shall not impose any duties, obligations or responsibilities upon the Corporation or the District beyond those expressly provided in the Lease Agreement and the Trust Agreement or as otherwise set forth herein. Section 6. Consent of Corporation to Sale of Certificates. The Corporation does hereby authorize, direct and consent to the execution and delivery of the Certificates by the Trustee, the receipt of payment by the Trustee for the Certificates when the same shall be sold to the original purchaser or purchasers thereof and the transfer and deposit of such proceeds by the Trustee into the funds and accounts created by the Trust Agreement, all in accordance with the terms of the Trust Agreement. 2 218277_1.DOC 111111111111111111111111111111111111111111111111111111111as2002-518051 0e z 0208 G&A 3 o£8 First American Title First American Title Section 7. Further Assurances. The Corporation will make, execute and deliver any and all such further resolutions, instruments and assurances as may be reasonably necessary or proper to carry out the intention or to facilitate the performance of this Assignment Agreement, and for the better assuring and confirming to the owners of the Certificates the rights and benefits intended to be conveyed pursuant hereto. Section 8. Execution in Counterparts. This Assignment Agreement may be executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same agreement. IN WITNESS WHEREOF, the parties have executed this Assignment Agreement by their officers thereunto duly authorized as of the day and year first written above. CSDA FINANCE CORPORATION By: lSi-Ck-Fa� 6 -J,� Secretary BNY WESTERN TRUST COMPANY, as Trustee By: Authorized Signatory 218277_1.DOC 11111111111 IN 99/1V2 002 08 First American Title First American Title Section 7. Further Assurances. The Corporation will make, execute and deliver any and all such further resolutions, instruments and assurances as may be reasonably necessary or proper to carry out the intention or to facilitate the performance of this Assignment Agreement, and for the better assuring and confirming to the owners of the Certificates the rights and benefits intended to be conveyed pursuant hereto. Section 8. Execution in Counterparts. This Assignment Agreement may be executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same agreement. IN WITNESS WHEREOF, the parties have executed this Assignment Agreement by their officers thereunto duly authorized as of the day and year first written above. 218277_1.DOC First American Title CSDA FINANCE CORPORATION on General Manager BNY WESTERN TRUST COMPANY, as Trustee By:`-� ------ Authorized Signatory 3 111111111111111111111111111111111111111111111111111111111 a9�a05RP e£s881aaA First American Title STATE OF CALIFORNIA } } ss. COUNTY OF L�AJC-a-1fS } On 911 0Y before me, 6}7–rL C/2Bn/&J nlOTAt2, personally appeared r/Dy Orta personally known to ffie or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her authorized capacity, and that by his/her signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. STATE OF CALIFORNIA COUNTY OF M WITNESS my hand and official seal. } } ss. before me, NOTARY'S SIGNATURE personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he'she executed the same in his/her authorized capacity, and that by his/her signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. 218277_I.DOC First American Title WITNESS my hand and official seal. NOTARY'S SIGNATURE 4 1111111111111111111111111111111111111111111111111111111 09 a060 a eeleeR 4K51Aly '+yc � i � amz STATE OF CALIFORNIA COUNTY OF M WITNESS my hand and official seal. } } ss. before me, NOTARY'S SIGNATURE personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he'she executed the same in his/her authorized capacity, and that by his/her signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. 218277_I.DOC First American Title WITNESS my hand and official seal. NOTARY'S SIGNATURE 4 1111111111111111111111111111111111111111111111111111111 09 a060 a eeleeR First American Title STATE OF CALIFORNIA (� } ss. COUNTY On //' before me, pp -c �— (�personally appeared A C ,rtt personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her authorized capacity, and that by his/her signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. LOAET' A. W"'N Comm. t 1137671 NOIANY PUBLIC - CALIFORNIA N Reunmmlo County MY Comm. Eepiree Om. 11,1003ie STATE OF CALIFORNIA COUNTY OF iM WITNESS my hand and official seal. } } ss. before me, NOTARY'S SIGNATURE personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her authorized capacity, and that by his/her signature on the instrument the person or entity upon behalf of which the person acted, executed the instrument. 218277 I .DOC First American Title WITNESS my hand and official seal. NOTARY'S SIGNATURE 1111111111111111111111111111111111111111111111111111 a92007 0f$ga'GOR First American Title EXHIBIT A DESCRIPTION OF THE SITE The land referred to in this Lease Agreement is situated in the County of Riverside, State of California, and is described as follows: Blocks 130 and 131 of Unit No. 14, Santa Carmelita, at Vale La Quinta, in the City of La Quinta, County of Riverside, State of California, as per Map recorded in book 18, page(s) 82 and 83 of Maps, in the office of the County Recorder of said County. 218277_1.130C III 11111111111111111111111111111111111111111111111111III 09/1808 02$88'008 First American Title First American Title 9. Exception_11_2003597460 PLEASE COMPLETE THIS INFORMATION RECORDING REQUESTED BY: CoAr-AU- A VPrLLE( „IA-re2 UIST AND WHEN RECORDED MAIL TO: IS -OAS PMet1uE S"2- C.oAcv{eL-" , c g7 -z36 First American Title DOC a 2003-507460 08/06/2003 08:00A Fee:NC Page 1 of 33 Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk d Recorder 11111111111111111111111111111111111111111111111IIIII1 I M I S I U I PAGE I SIZE I DA I POOR I NOCOR I SMF I MISC, I R I L II I COPY I LONG I REFUND I NCHG I ER M Space above this line for recorder's use only TRA: A DTT: RetOLUTioti1 OF THE BOARD PF Dt2Ec'rn 0.s of WACIWc -A JAtia.6V NJA-ftR DIST. Title of Document I IS AREA FORECORDER'S THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION ($3:00 Additional Recording Fee Applies) ACR 238P-AS4REO(Rev. 0212003) First American Title RESOLUTION OF THE BOARD OF DIRECTORS OF COACHELLA VALLEY WATER DISTRICT RESOLUTION NO. 2003-49 1 WHEREAS, it was requested that adjustments be made to the directorial District 2 boundaries to bring the population in each district closer to being equal in addition to the 3 acreage. 4 NOW, THEREFORE, BE IT RESOLVED by the Board of Directors of the 5 Coachella Valley Water District assembled in regular meeting this 25th day of February, 6 2003, as follows: 7 1. Attached hereto marked Exhibit "A" and incorporated by reference herein is a 8 map of the corporate area of the district showing the five directorial divisions as hereby 9 changed. 10 2. Attached hereto marked Exhibit "B" and incorporated by reference herein is a 11 legal description of each of the five directorial divisions as set forth on Exhibit "A." 12 3. The Secretary of this District is hereby directed to furnish a certified copy of 13 this resolution to the Registrar of Voters Offices and County Clerks Offices of Riverside 14 County and Imperial County, California, and to such other public officers as she may find 15 to be appropriate. 16 4. The effective date of the directorial boundary changes shall be the date of this 17 resolution. 18 ***a***rss 19 20 21 22 23 24 25 26 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIII ea e002 f 360eer, 27 First American Title First American Title 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 STATE OF CALIFORNIA COACHELLA VALLEY WATER DISTRICT ) ss. 18 OFFICE OF THE SECRETARY ) 19 I, JULIA FERNANDEZ, Secretary of the Board of Directors of the Coachella 20 Valley Water District, DO HEREBY CERTIFY that the foregoing is a full, true and 21 correct copy of Resolution No. 2003-49 adopted by the Board of Directors of said 22 District at a regular meeting thereof duly held and convened on the 25th day of 23 February, 2003, at which meeting a quorum of said Board was present and acting 24 throughout. 25 Dated this 9th day of April, 2003. 26 27- i Secrete cfthe Coachella Valle 28 '" ' Water istrict and of the Boaz of Directors thereof 29 FM , i } I III II IIII VIII VIII III II II IIII IIIIIII IIIIIII ag/e9 03 097ee0eeH 30 :•.1n!�1 of 33 First American Title First American Title Or IIIIII IIIIII IIIIII VIII VIII VIII VIII III VIII IIII IIII &8/06/20@3 &8 ORA 33 First American Title X65 First American Title �'r' Pty A GJ 10S rr (� rr vr'' If, .4 fr III II VIII) III II III) VIII VIII III I VIII I II IIII ee 060 5 ear 3 e0 386 First American Title k 0 First American Title IIIIII 111111 IIIII IIIII IIIII IIIII IIIII III IIIII III 111 08200032-059f746& NOR 33 First American Title S First American Title X1111111111111111 III II11111III11111III III 0a/07 of 0eea 7 a£ 33 First American Title First American Title 010110310 -N COACHELLA VALLEY WATER DISTRICT LEGAL DESCRIPTION OF DIRECTORIAL DIVISION NO. 1 BEGINNING at the Northeast corner of the West half of the Southwest quarter of Section 11, Township 3 South, Range 5 East, San Bernardino Meridian; THENCE South along the East line of the West half of the West half of Sections 11, 14 and 23 to the Southeast corner of the West half of the West half of Section 23; THENCE West along the South line of said Section 23 to the Southwest corner of said Section 23; THENCE South along the West line of Sections 26 and 35 to the Southwest comer of Section 35; THENCE East along the South line of Sections 35 and 36 to the Southeast comer of Section 36; THENCE South along the East line of Sections 1, 12, 13, 24, 25 and 36 of Township 4 South, Range 5 East, to the centerline of Bob Hope Drive as said centerline existed on February 3, 2003; THENCE southerly along the centerline of Bob Hope Drive to a point on the South line of Section 36; THENCE West along the South line of said Section 36, to the Northeast corner of Section 1, Township 5 South, Range 5 East; THENCE South along the East line of Sections 1 and 12 to the southerly right-of-way line of the Whitewater River Channel as shown by Coachella Valley Water District Drawing No. 1758-13, dated July 23, 1968; THENCE southeasterly along said southerly right-of-way line of the Whitewater River Channel following its various courses and distances as shown by Coachella Valley Water District Drawing Nos. 1758-13 dated July 23, 1968, to the easterly right-of-way line of the Palm Valley Stormwater Channel as shown by Coachella Valley Water District Drawing No. 10553 dated August 29, 1984; THENCE southerly along the easterly right-of-way line of the Palm Valley Stormwater Channel following its various courses and distances as shown by Coachella Valley Water District Drawing Nos. 10550 through 10553, all dated August 29, 1984, to the South line of Section 30, Township 5 South, Range 6 East; THENCE East along the South line of said Section 30 to the westerly right-of-way line of State Highway 74, as said right-of-way existed on May 6, 1988; THENCE southwesterly along the westerly right-of-way line of State Highway 74 to the East line of Section 1, Township 6 South, Range 5 East; THENCE South along the East line of Section 1 to the Southeast comer thereof; DDK:d&brd,bound&,favl 1 - VIII IIII VIII VIII III VIII IIII III IIII IIII III @8/&6/L003 8 eaeeera 8 First American Title First American Title THENCE East along the North lines of Sections 7, 8, 9, 10 and 11, Township 6 South, Range 6 East, to the northeast corner of Section 11; THENCE South along the East lines of Sections 11, 14, 23 and 26, to the Southeast corner of Section 26; THENCE East along the North line of Section 36 to the Northeast corner of Section 36; THENCE South along the East line of Section 36 to the Southeast corner of said Section 36; THENCE East along the North line of Section 1, Township 7 South, Range 6 East, to the Northeast comer thereof; THENCE South along the East line of Section 1 to the Southeast comer of said Section 1; THENCE East along the North line of Section 7, Township 7 South, Range 7 East, to the Northeast comer of said Section 7; THENCE South along the East line of Sections 7 and 18 to the Southeast corner of said Section 18; THENCE East along the North line of Sections 20 and 21 to the Northeast comer of said Section 21; THENCE South along the East line of Section 21 to the East quarter comer of said Section 21; THENCE East along the South line of the North half of Section 22 to the East quarter comer thereof, THENCE South along the East line of Sections 22, 27 and 34 and Sections 3, 10, 15, 22 and 27, Township 8 South, Range 7 East, to the Southeast comer of said Section 27; THENCE West along the South line of Sections 27 and 28, to the Southwest corner of said Section 28; THENCE North along the West line of Section 28 to the Northwest corner thereof; THENCE West along the North line of Section 29 to the Northwest corner thereof; THENCE North along the West line of Section 20 to the West quarter comer thereof; THENCE West along the East-West midsection line to the West quarter comer of Section 19; THENCE North along the West line of Section 19 to the Northeast corner of Section 24, Township 8 South, Range 6 East; THENCE West along the North line of Section 24 to the Northwest comer thereof, THENCE North along the West line of Section 13 to the Northwest corner thereof; THENCE West along the North line of Section 14 to the Northwest comer thereof, DDK:d&brd\boundery\Mvl -2- VIII IIIIII IIIIII VIII VIII VIII VIII III VIII IIII IIII 06 0609 of 33 H First American Title First American Title N THENCE North along the West line of Section 11 to the West quarter corner thereof; THENCE West along the East-West midsection line of Section 10 to the West quarter corner thereof; THENCE North along the West line of Section 10 to the Northwest comer thereof; THENCE West along the South line of Sections 4 and 5 to the Southwest comer of said Section 5; THENCE North along the West line of Section 5 to the Northwest corner thereof; THENCE West along the North line of said Section 6 to the North quarter corner thereof, THENCE North along the West line of said East half of Section 31, Township 7 South, Range 6 East, to the North quarter comer thereof; THENCE West along the North line of the Section 31 to the Northwest comer thereof; THENCE North along the West line of said Section 30 to the Southeast comer of Section 25, Township 7 South, Range 5 East; THENCE West along the South line of said Section 25 to the Southwest comer thereof; THENCE North along the West line of Sections 25, 24, 13, 12 and 1 to the Northwest corner of Section 1, Township 7 South, Range 5 East; THENCE West along the Township line between Township 6 South, and Township 7 South to the Southwest comer of Section 35, Township 6 South, Range 5 East; THENCE North along the West line of said Section 35 to the Southeast corner of Section 27; THENCE West along the South line of said Section 27 to the Southwest comer thereof, THENCE North along the West line of Sections 27, 22, 15, 10 and 3, Township 6 South, Range 5 East, to the Northwest corner of Section 3; THENCE North along the West line of Sections 34, 27, 22, 15 and 10, Township 5 South, Range 5 East, to the Northwest comer of Section 10; THENCE East along the South line of Section 3 to the Southeast corner of the West half thereof, THENCE North along the East line of said West half to the Northeast comer thereof; THENCE East along the North line of said Section 3, to the southwesterly right-of-way line of the Whitewater River Channel and Spreading Area as shown by Coachella Valley Water District Drawing No. 1500-14, dated July 23, 1968; 2003-59746& 1111111111111111111111111111111111111111111111111111111 °o °siie°or a390f DDK:dd\brd\boundary\Divl -3- First American Title First American Title 41 THENCE generally northwesterly and southwesterly along said right-of-way line following its various courses and distances as shown by Coachella Valley Water District Drawing Nos. 1758-14, dated July 23, 1968, 1758-15, dated July 23, 1968, 1758-16, dated December 8, 1959, revised October 26, 1965, 1758-17, dated October 17, 1966, 1758-18, dated January 13, 1961, and 1758-19, dated April 1, 1964, to the intersection of said right-of-way line with the centerline of State Highway 111 as said centerline existed on December 23, 1968, said intersection being located in Section 33, Township 3 South, Range 3 East; THENCE northwesterly and westerly along said centerline of State Highway 111 to the intersection of said centerline with the West line of Section 24, Township 3 South, Range 3 East; THENCE North along the West line of said Section 24 to the northerly right-of-way line of the Southern Pacific Railroad Company as said right-of-way existed on October 22, 1969; THENCE easterly along said northerly right-of-way line of the Southern Pacific Railroad Company to the West line of Section 24, Township 3 South, Range 4 East; THENCE North along the West line of said Section 24 to the Northwest comer thereof; THENCE East along the North line of said Section 24 and Section 19, Township 3 South, Range 3 East, to the North quarter corner of Section 19; THENCE North along the North-South midsection line of said Section 18 to the South quarter comer of Section 7, Township 3 South, Range 5 East; THENCE West along the South line of said Section 7 of Township 3 South, Range 5 East, and Section 12, Township 3 South, Range 4 East, to the Southwest comer of said Section 12; THENCE North along the West line of said Section 12 to the Northwest corner thereof, THENCE East along the North line of said Section 12 to the Northeast corner thereof, THENCE South along the East line of said Section 12 to the East quarter comer thereof, THENCE East along the East-West midsection line of Sections 7, 8, 9, 10 and 11 of Township 3 South, Range 5 East, to the Northeast comer of the West half of the Southwest quarter of Section 11 and the POINT OF BEGINNING. END OF DESCRIPTION I IIIIII IIIIII IIIIII VIII VIII VIII VIII III IIIIII III IIII 08/06/2003 f08: 00f1 33 DDK:dd\brd\boundary\Div1 -4- First American Title First American Title EXHIBIT "B" COACHELLA VALLEY WATER DISTRICT LEGAL DESCRIPTION OF DIRECTORIAL DIVISION NO. 2 BEGINNING at the Northeast comer of the West half of the Southwest quarter of Section 11, Township 3 South, Range 5 East, San Bernardino Base and Meridian; THENCE East along the East-West midsection line of Section 11 to the East quarter comer thereof; THENCE North along the East line of Section 11 to the Southeast corner of Section 2; THENCE West along the South line of Section 2 to the Southwest corner thereof, THENCE North along the West line of Section 2 to the Northwest corner thereof; THENCE East along the Township line between Township 2 South, and Township 3 South to the Northeast corner of Section 1, Township 3 South, Range 6 East; THENCE South along the Range line between Range 6 East and Range 7 East to the Northwest corner of Section 19, Township 3 South, Range 7 East; THENCE East along the North line of Sections 19, 20, 21 and 22 to the Northeast corner of Section 22; THENCE South along the East line of Sections 22, 27 and 34 to the Southeast corner of Section 34; THENCE East along the South line of Sections 35 and 36 to the Southeast corner of Section 36; THENCE South along the West line of Sections 6 and 7, Township 4 South, Range 8 East, to the Southwest corner of Section 7; THENCE East along the South line of Sections 7 and 8 to the Northwest comer of Section 16; THENCE South along the West line of Section 16 to the Southwest comer thereof; THENCE East along the North line of Section 21 to the Northeast corner thereof, THENCE South along the East line of Section 21 to the Southeast corner thereof; THENCE East along the North line of Section 27 to the Northeast corner thereof; THENCE South along the East line of Section 27 to the Southeast comer thereof; DDK:ddWrd\boundary\Div2 -1- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII eeiese12eo£es9eeva First American Title First American Title THENCE East along the North line of Sections 35 and 36 to the Northeast corner of Section 36; THENCE South along the East line of Section 36 to the Southeast comer thereof, THENCE East along the North line of Section 6, Township 5 South, Range 9 East to the Northeast comer of Section 6; THENCE South along the East line of Sections 6 and 7 to the Southeast comer of Section 7; THENCE West along the South line of Section 7 to the Southwest comer of Section 7; THENCE South along the East line of Sections 13, 24 and 25, Township 5 South, Range 8 East, to the Southeast comer of Section 25; THENCE West along the South line of Sections 25, 26, 27 and 28 to the Southwest comer of Section 28; THENCE North along the West line of Section 28 to the Northwest comer of the Southwest quarter of the Southwest quarter of Section 28; THENCE West along the North line of the Southwest quarter of the Southwest quarter to the Southeast comer of the West half of the Northwest quarter of the Southwest quarter of Section 28; THENCE North along the East line of the West half of the Northwest quarter of the Southwest quarter of Section 28 to the Northeast comer of the West half of the Northwest quarter of the Southwest quarter of Section 28; THENCE East along the East-West midsection of Section 28 to the center quarter corner of Section 28; THENCE North along the North-South midsection line of Section 28 to the North quarter comer of Section 28; THENCE East along the North line of Section 28 to the westerly line of the Coachella Branch of the All American Canal right-of-way as described on Parcel C -75-R-1; THENCE northwesterly along westerly right-of-way line of the Coachella Branch of the All American Canal to the West line of Section 21, Township 5 South, Range 8 East; THENCE North along the West line of Sections 21 and 16 to the southerly right-of-way line of the East Side Dike System of the All American Canal as described on Parcel C-459; THENCE northwesterly along southerly right-of-way line of the East Side Dike System to a point on the North line of Section 17, Township 5 South, Range 8 East; THENCE West along the North lines of Sections 17, 18, Township 5 South, Range 8 East, and Sections 13 and 14 to the Northwest corner of Section 14, Township 5 South, Range 7 East; DDK:dd\brd\bounde*yDiv2 -2- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 08/0@130of083 098 First American Title First American Title t M THENCE North along the East line of Section 10 to the Northeast comer of Section 10; THENCE West along the North line of Sections 10 and 9 to the Northwest comer of Section 9; THENCE South along the West line of Section 9 to the Southwest corner of Section 9; THENCE West along the North line of Sections 17 and 18 to the Northwest comer of Section 18; THENCE South along the East line of Sections 13 and 24, Township 5 South, Range 6 East, to the southerly right-of-way line of the Whitewater River Stormwater Channel as shown by Coachella Valley Water District Drawing No. 1758-10 dated April 4, 1968. THENCE northwesterly along the southerly right-of-way line of Whitewater River Stormwater Channel following its various courses and distances as shown by Coachella Valley Water District Drawing Nos. 1758-10 dated April 4, 1968, 1758-11 dated April 4, 1968, 1758-12 dated July 23, 1968, and 1758-13 dated June 23, 1961, to the West line of Section 7, Township 5 South, Range 6 East; THENCE North along the West line of Sections 7 and 6 to the Northwest corner of Section 6; THENCE East along the North line of Section 6 to a point on the centerline East of Bob Hope Drive; THENCE northeasterly along the centerline of Bob Hope Drive to a point of intersection with the West line of Section 31, Township 4 South, Range 6 East; THENCE North along the West line of Sections 31, 30, 19, 18, 7 and 6 to the Southeast corner of Section 36, Township 3 South, Range 5 East; THENCE West along the South line of Sections 36 and 35 to the Southwest corner of Section 35; THENCE North along the West line of Sections 35 and 26 to the Northwest comer of Section 26; THENCE East along the North line of Section 26 to the Southeast comer of the West half of the Southwest quarter of Section 23; THENCE North along the East line of the West half of the West half of Sections 23, 14 and 11 to the Northeast comer of the West half of the Southwest quarter of Section 11 and the POINT OF BEGINNING. END OF DESCRIPTION. 111111111111111111111111111111111111111111111111111111198 6001409£980999 33 DDK:dd\brd\bounduy\Div2 -3- First American Title First American Title wall - 31".9i COACHELLA VALLEY WATER DISTRICT LEGAL DESCRIPTION OF DIRECTORIAL DIVISION NO.3 BEGINNING at the Northwest corner of Section 19, Township 5 South, Range 7 East, San Bemardino Meridian: THENCE East along the North line of said Sections 19 and 20 to the Northeast comer of Section 20; THENCE South along the East line of Sections 20, 29 and 32 to the Southeast corner of Section 32; THENCE East along the North line of Section 4, Township 6 South, Range 7 East, to the Northeast comer thereof, THENCE South along the East line of Sections 4, 9 and 16 of Township 6 South, Range 7 East, to the Southeast comer of Section 16; THENCE East along the North line of Sections 22, 23 and 24 to the Northeast comer of Section 24; THENCE South along the East line of Sections 24, 25 and 36 to the Southeast comer of Section 36; THENCE East along the North line of Section 6, Township 7 South, Range 8 East, to the Northeast comer thereof; THENCE South along the East line of Sections 6, 7, 18, 19, 30 and 31 of Township 7 South, Range 8 East, to the Southeast comer of Section 31; THENCE East along the North line of Sections 5, 4 and 3 of Township 8 South, Range 8 East, to the Northeast corner of Section 3; THENCE South along the East line of Sections 3, 10, 15 and 22 of Township 8 South, Range 8 East, to the Southeast comer of Section 22; THENCE East along the North line of Section 26 to the Northeast comer of Section 26; THENCE South along the East line of Sections 26 and 35 to the Southeast corner of Section 35; THENCE East along the North line of Section 2 and 1, Township 9 South, Range 8 East, to the Northeast comer of Section 1; THENCE South along the East line of Sections 1, 12, 13 and 24 to the Southeast corner of Section 24; DDKj1\Md\bounda*ADiv3 -1- IIII I VIII VIII I I I VIII III IIII IIIIII II III 08/06/2063 3 5 33 First American Title First American Title THENCE East along the South line of Sections 19 and 20, Township 9 South, Range 9 East, to the Southeast comer of Section 20; THENCE South along the East line of Section 29 to the Southeast comer thereof; THENCE East along the South line of Section 28 to the Southeast corner thereof, THENCE South along the East line of Section 33 and Sections 4 and 9, Township 10 South, Range 9 East, to the Southeast corner of Section 9; THENCE East along the South line of Section 10 to the Southeast corner thereof; THENCE South along the East line of Sections 15, 22 and 27 to the Southeast comer of Section 27; THENCE East along the South line of Section 26 to the Southeast corner thereof; THENCE South along the East line of Section 35 and Section 2, Township 11 South, Range 9 East, to the Southeast corner of Section 2; THENCE West along the South line of Sections 2, 3, 4, 5 and 6 to the Southwest corner of Section 6; THENCE North along the West line of Section 6 and Sections 31, 30, 19, 18, 7 and 6 of Township 10 South, range 9 East, to the Northwest corner of Section 6; THENCE West along the Township line between Township 9 South and Township 10 South, to the Southwest comer of Section 31, Township 9 South, Range 8 East; THENCE North along the Range line between Range 7 East and Range 8 East, to the Southeast corner of the North half of Section 24, Township 9 South, Range 7 East; THENCE West along the South line of said North half to the Southwest corner thereof, THENCE North along the West line of said North half to the Southeast comer of Section 14; THENCE West along the South line of said Section 14 to the Southwest comer of the East half of said Section 14; THENCE North along the West line of said East half to the Southeast corner of the Southwest quarter of Section 11; THENCE North along the East line of said Southwest quarter to the Northeast corner thereof, THENCE West along the North line of said Southwest quarter to the Northwest comer thereof; THENCE North along the West line of said Section 11 to the Southeast comer of Section 3; DDK:jl\b,d%ounduy\Div3 -2- 111111111111111111111111111111111111111111111111 08 e0016 ofae2 First American Title First American Title THENCE West along the South line of said Section 3 to the South quarter corner thereof; THENCE North along the West line of the East half of Section 3 to the North quarter corner of Section 3, said point is also the Southwest comer of Section 35, Township 8 South, Range 7 East; THENCE North along the West line of Sections 35, 26, 23, 14, 11 and 2 of Township 8 South, Range 7 East, and Sections 35, 26 and 23 of Township 7 South, Range 7 East, to the West quarter comer of Section 23; THENCE West along the East-West midsection line of Section 22 to the West quarter corner of Section 22; THENCE North along the West line of Section 22 to the Northwest corner thereof; THENCE West along the North line of Sections 21 and 20 to the Northwest corner of Section 20; THENCE North along the West line of Sections 17 and 8 to the Northwest corner of Section 8; THENCE West along the North line of Section 7 to the Northwest corner thereof, THENCE North along the West line of Section 6 to the Northwest comer thereof, THENCE West along the South line of Section 31, Township 6 South, Range 7 East, to the Southwest comer thereof, THENCE North along the West line of Section 31 to the Northwest comer thereof, THENCE West along the South line of Section 25, Township 6 South, Range 6 East, to the Southwest comer thereof, THENCE North along the West line of Sections 25, 24, 13 and 12 to the Northwest corner of Section 12; THENCE West along the North line of Sections 11, 10, 9, 8 and 7 to the westerly right-of-way line of State Highway 74, as existed on May 6, 1988; THENCE northeasterly along the westerly right-of-way line of State Highway 74 to the South line of Section 30, Township 5 South, Range 6 East; THENCE West along the South line of Section 30 to the easterly right-of-way line of Palm Valley Stormwater Channel as shown by Coachella Valley Water District Drawing No. 10550, dated August 29, 1984; DDK:j1\brd\bourdaryADiv3 -3- 11 IIII111111IIIII11111111111111 IIIIII111111 1111 aR e001 saf33 e 0a0fa First American Title First American Title THENCE northerly along said easterly right-of-way line of the Palm Valley Stormwater Channel following its various courses and distances as shown by Coachella Valley Water District Drawing Nos. 10550 through 10553, all dated August 29, 1984, to the southerly right-of-way of the Whitewater River Channel as shown by Coachella Valley Water District on Drawing 1758-13, dated June 23, 1961; THENCE southeasterly along said southerly right-of-way line following its various courses and distances as shown by Coachella Valley Water District Drawing Nos. 1758-13, dated June 23, 1961, 1758-12, dated July 23, 1968, 1758-11, dated April 4, 1968, and 1758-10 dated April 14, 1968, to the West line of Section 19, Township 5 South, Range 7 East; THENCE North along the West line of said Section 19 to the Northwest comer of Section 19 and the POINT OF BEGINNING. END OF DESCRIPTION 1111111111111111111111111111111111111111111111111111111 &8/&U2&&3 08 g 008 3 8 33 DDK:j1\btd\bomdary\Div3 -4- First American Title First American Title COACHELLA VALLEY WATER DISTRICT LEGAL DESCRIPTION OF DIRECTORIAL DIVISION NO.4 PARCEL NO. 1 BEGINNING at the Northwest comer of Section 8, Township 5 South, Range 9 East, San Bernardino Base and Meridian; THENCE East along the North line of Sections 8, 9, 10, 11 and 12 to the Northeast corner of Section 12; THENCE South along the East line of Sections 12, 13, 24, 25 and 36 of Township 5 South, Range 9 East, and Section 1 of Township 6 South, Range 9 East, to the Southeast corner of Section 1; m m THENCE East along the South line of Section 6, Township 6 South, Range 10 East, to the Southeast mM o corner thereof, �m Mmm ti m THENCE South along the East line of Sections 7, 18, 19, 30 and 31 to the Southeast comer of Section 31; THENCE East along the South line of Section 32 to the Northeast corner of Section 6, Township 7 South, Range 10 East; THENCE South along the East line of Sections 6 and 7 to the Southeast corner of Section 7; THENCE South along the East line of Section 7 to the Northwest corner of Section 17; THENCE East along the North line of Sections 17 and 16 to the Northwest corner of the Northeast quarter of Section 16; THENCE South along the West line of the Northeast quarter to the Southwest comer thereof; THENCE East along the South line of the Northeast quarter to the Northwest comer of the Southwest quarter of Section 15; THENCE East along the North line of the Southwest quarter to the Northeast corner thereof; THENCE South along the East line of the Southwest quarter to the Southeast corner thereof, THENCE East along the North line of Section 22 to the Northeast corner thereof, THENCE South along the East line of Section 22 to the Northwest comer of the Southwest quarter of Section 23; DDK:j1\Md%mndery\Div4 First American Title -1- First American Title THENCE East along the North line of the Southwest quarter to the Northeast comer thereof; THENCE South along the East line of the Southwest quarter to the Southeast corner thereof, THENCE South along the West line of the Northeast quarter of Section 26 to the Southwest comer thereof; THENCE East along the South line of the Northeast quarter to the Southeast corner thereof; THENCE South along the West line of Section 25 to the Southwest corner thereof; THENCE East along the South line of Section 25 to the Northeast corner of Section 36; THENCE South along the East line of Section 36 to the Northeast corner of Section 1, Township 8 South, Range 10 East; M THENCE South along the East line of Section 1 to the Northwest comer of Section 7, Township 8 South, Range 11 East; MIz THENCE East along the North line of Section 7 to the Northeast comer thereof; m THENCE South along the East line of Section 7 to the Northwest comer of Section 17; THENCE East along the North line of Section 17 to the Northwest comer of the Northeast quarter of Section 17; THENCE South along the West line of the Northeast quarter to the Southwest corner thereof, THENCE East along the South line of the Northeast quarter to the East line of Section 17; THENCE South along the East line to the Northwest comer of Section 21; THENCE East along the North line of Section 21 to the Northwest corner of the Northeast quarter thereof, THENCE South along the West line of the Northeast quarter to the Southwest comer thereof; THENCE East along the South line of the Northeast quarter to the Northwest comer of the East half of the Northeast quarter of the Southeast quarter of Section 21; THENCE South along the West line of the East half of the Northeast quarter of the Southeast quarter to the Southwest comer of the East half of the Northeast quarter of the Southeast quarter of said Section 21; THENCE East along the South line of the East half of the Northeast quarter of the Southeast quarter to the East line of Section 21; DDK:jl\brd\boundary\Div4 First American Title -2- First American Title THENCE South along the East line of Section 21 to the Northwest corner of Section 27; THENCE East along the North line of Section 27 to the Northeast corner of the West half of the Northwest quarter of the Northwest quarter of Section 27; THENCE South along the East line of the West half to the Northwest comer of the East half of the Southwest quarter of the Northwest quarter of Section 27; THENCE East along the North line of the East half to the Northeast corner thereof; THENCE South along the East line of the East half to the Southwest comer of the Southeast quarter of the Northwest quarter of Section 27; THENCE East along the South line of the Southeast quarter to the Northwest corner of the Northwest quarter of the Northwest quarter of the Southeast quarter of Section 27; S M THENCE South along the West line of Southeast quarter to the Southwest comer of the Northwest «, w m M O M N N quarter of the Southeast quarter of Section 27. m 0 m� ti m THENCE East along the North line of the South half of the Southeast quarter to the East line of Section 27; THENCE South along the East line of Section 27 to the Northwest comer of Section 35; THENCE East along the North line of Section 35 to the Northwest comer of the Northeast quarter of Section 35; THENCE South along the West line of the Northeast quarter to the Southwest comer thereof; THENCE East along the South line of the Northeast quarter to the Northeast corner of the West half of the Southeast quarter of Section 35; THENCE South along the East line of the West half to the South line of Section 35; THENCE East along the South line of Sections 35 and 36 to the Southeast comer of the Southwest quarter of the Southwest quarter of the Southwest quarter of Section 36; THENCE North along the East line of the Southwest quarter of the Southwest quarter of the Southwest quarter to the Northeast comer thereof; THENCE West along the North line of the Southwest quarter of the Southwest quarter of the Southwest quarter to the Northwest corner thereof; THENCE North along the West line of Section 36 to the Northwest comer thereof; THENCE East along the North line of Section 36 to the Northeast comer thereof; DDK:jl%Td\bowdary\Div4 First American Title -3- First American Title THENCE South along the East line of Section 36 to the Southeast corner thereof; THENCE West along the South line of Section 36 to the Northeast corner of Section 2, Township 9 South, Range 11 East; THENCE South along the East line of Section 2 to the Southeast comer of the North half of Section 2; THENCE West along the South line of the North half to the Southeast comer of the West half of the Northwest quarter of Section 2; THENCE North along the East line of the West half to the Northeast comer thereof, THENCE West along the Township line between Township 8 South and Township 9 South to the Northwest corner of the East half of Section 3, Township 9 South, Range 11 East; THENCE South along the West line of the East half to the South line of Section 3; M m m THENCE East along the South line of Sections 3 and 2 to the Northeast corner of Section 11; W 0) w0 "" THENCE South along the East line of Section 11 to the Northwest comer of Section 13; 0 THENCE East along the North line of Section 13 to the Northeast corner thereof; THENCE South along the range line between Range 11 East and Range 12 East to the Northwest comer of Section 19, Township 9 South, Range 12 East; THENCE East along the North line of Section 19 to the Northeast comer thereof; ZZ THENCE South along the East line of Section 19 to the Northwest corner of Section 29; THENCE East along the North line of Section 29 to the Northeast corner thereof; THENCE North along the West line of Sections 21, 16, 9 and 4 to the Northwest comer of Section 4, Township 9 South, Range 12 East; THENCE East along the North line of Section 4 to the Southwest corner of Section 34, Township 8 South, Range 12 East; THENCE North along the West line of Sections 34, 27 and 22 to a point on the southwesterly right-of-way line of the Coachella Branch of the All American Canal; THENCE southeasterly along the southwesterly right-of-way line to a point on the East line of Section 18, Township 9 South, Range 13 East; DDK:jMrdUroundvy\Div4 First American Title -4- First American Title THENCE South along the East line of Sections 18, 19 and 30 to the Southeast comer of Section 30, said last mentioned township and range; THENCE West along the South line of Section 30 to the Southwest comer, said comer also being the Southeast comer of Section 25, Township 9 South, Range 12 East; THENCE continuing West along the South line of Sections 25, 26, 27 and 28 to the North quarter corner of Section 33, said corner being also the Northeast corner of Bombay Beach Subdivision in the County of hnperial, State of California, according to Map No. 317, on file in the Office of the County Recorder of Imperial County, THENCE South along the East line of said subdivision 3,667.00 feet, more or less; THENCE North 79008'08" West, 2,207.12 feet along the southerly line of said subdivision to the Southwest comer thereof; THENCE North 67°26'00" West, 540.89 feet, continuing along the southerly line of said subdivision to mp the Southwest comer thereof; U mm m m THENCE North along the West line of said subdivision, 3,070.00 feet, more or less to the Northwest N ` comer of Section 33; THENCE West along the South line of Section 29 to the Southwest comer thereof; THENCE North along the West line of Section 29 to the Southeast corner of Section 19; THENCE West along the South line of Section 19 to the Southwest comer thereof, THENCE South along the range line between Range 11 East and Range 12 East to the Southeast corner of the Northeast quarter of the Northeast quarter of Section 25, Township 9 South, Range 11 East; THENCE West along the South line of the Northeast quarter of the Northeast quarter to the Southwest comer thereof; THENCE North along the West line of the Northeast quarter of the Northeast quarter to the North line of Section 25; THENCE East along the North line of Section 25 to the Northeast corner thereof; THENCE North along the range line between Range 11 East and Range 12 East to the Southeast comer of Section 13, Township 9 South, Range 11 East; THENCE West along the South line of Section 13 to the Northeast corner of Section 23; THENCE South along the East line of Section 23 to the Southeast comer of the Northeast quarter of the Northeast quarter of Section 23; DDK:j1U r&b0Undery\Div4 -5- First American Title First American Title THENCE West along the South line of the Northeast quarter of the Northeast quarter to the Southwest comer thereof; THENCE North along the West line of the Northeast quarter of the Northeast quarter to the Northwest comer thereof; THENCE East along the North line of Section 23 to the Southwest comer of Section 13; THENCE North along the West line of Section 13 to the Southeast corner of Section 11; THENCE West along the South line of Section 11 to the Southwest comer thereof; THENCE North along the West line of Section 11 to the Southeast corner of the North half of the North half of Section 10; THENCE West along the South line of the North half of the North half to the Southwest comer thereof; THENCE North along the West line of Section 10 to the Southeast comer of Section 4; mTHENCE West along the South line of Section 4 to the Southeast corner of the Southwest quarter of the Southwest quarter of Section 4; M NN m THENCE North along the East line of the Southwest quarter of the Southwest quarter to the Northeast corner of the South half of the Southwest quarter of the Southwest quarter of Section 4; THENCE West along the North line of said South half to the Northwest comer thereof; THENCE North along the West line of the Section 4 to the Northwest comer thereof; THENCE East along the Township line between Township 8 South and Township 9 South to the Southeast corner of Section 34, Township 8 South, Range 11 East; THENCE North along the East line of Section 34 to the Northeast comer thereof; THENCE West along the North line of Section 34 to the Northeast corner of Section 33; THENCE South along the East line of Section 33 to the Southeast corner of the Northeast quarter of the Southeast quarter of Section 33; THENCE West along the South line of said Northeast quarter to the Southwest corner thereof; THENCE North along the West line of said Northeast quarter to the Southwest comer of the Southeast quarter of the Northeast quarter of Section 33; DDLiNuMboundary V4 -6- First American Title First American Title THENCE North along the West line of said Southeast quarter to the Southeast corner of the Northwest quarter of the Northeast quarter of Section 33; THENCE West along the South line of said Northwest quarter to the Southwest comer thereof; THENCE North along the West line of said Northwest quarter to the Northwest corner thereof; THENCE East along the North line of Section 33 to the Northeast corner thereof; THENCE North along the East line of Section 28 to the Northeast comer thereof; THENCE West along the North line of Section 28 to the Northeast corner of Section 29; THENCE South along the East line of Section 29 to the Southeast comer of the North half of the Northeast quarter of Section 29; THENCE West along the South line of said North half to the Southwest comer thereof; M THENCE North along the West line of said North half to the Northwest comer thereof; THENCE North along the West line of the Southeast quarter of Section 20 to the northeasterly mN right-of-way line of the Southern Pacific Railroad Company; N m THENCE southeasterly along the northeasterly right-of-way line to the North line of Section 29; THENCE East along the North line of Section 29 to the Southeast corner of Section 20; THENCE North along the East line of Section 20 to the Northeast comer thereof; THENCE West along the North line of Section 20 to the Northeast corner of Section 19; THENCE South along the East line of Section 19 to the Southeast comer of the Northeast quarter of Section 19; THENCE West along the South line of the Northeast quarter to the Southwest comer thereof; THENCE North along the West line of the Northeast quarter to the Southeast corner of the Northeast quarter of the Northwest quarter of Section 19; THENCE West along the South line of the Northeast quarter of the Northwest quarter to the Southwest corner thereof; THENCE North along the West line of the Northeast quarter of the Northwest quarter to the Northwest corner thereof; THENCE East along the North line of Section 19 to the Southeast comer of Section 18; DDK:jI%rMboundary\Div4 First American Title -7- First American Title THENCE North along the East line of Section 18 to the Southeast comer of the Northeast quarter of Section 18; THENCE West along the South line of the Northeast quarter to the Southwest comer thereof, THENCE North along the West line of the Northeast quarter to the Northwest corner thereof; THENCE West along the North line of Section 18 to the Northwest comer thereof; THENCE South along the Range line between Range 10 East and Range 11 East to the Southeast corner of the Northeast quarter of the Southeast quarter of Section 13, Township 8 South, Range 10 East; THENCE West along the South line of said Northeast quarter to the Southwest corner thereof, THENCE North along the West line of said Northeast quarter to the Northwest corner thereof, mm THENCE West along the South line of said Northeast quarter of Section 13 to the Southwest corner S, thereof; M' 1 � Z' m THENCE North along the West line of the Northeast quarter to the Northwest comer thereof; tiQ Q THENCE West along the North line of Section 13 to the Southeast comer of Section 11; THENCE North along the East line of Section 11 to the Southeast corner of the Northeast quarter of Section 11; THENCE West along the South line of the Northeast quarter to the Southwest comer thereof, THENCE North along the West line of the Northeast quarter to the Northwest comer thereof; THENCE West along the South line of Sections 2 and 3 to the Southwest corner of Section 3; THENCE North along the West line of Section 3 to the Southeast corner of Section 33, Township 7 South, Range 10 East; THENCE West along the South line of Section 33 to the Southwest comer thereof; THENCE North along the West line of Section 33 to the Northwest comer thereof; THENCE West along the South line of Sections 29 and 30 to the Southwest corner of Section 30; THENCE West along the South line of Sections 25, 26, 27, 28, 29 and 30 to the Southwest comer of Section 30, Township 7 South, Range 9 East; THENCE North along the West line of Sections 30, 19, 18, 7 and 6 to the Northwest comer of Section 6; DDK:jIW'dUundary\Div4 First American Title 10 First American Title THENCE North along the West line of Section 31 to the Northwest corner of Section 31, Township 6 South, Range 9 East: THENCE West along the South line of Section 25 to the Southwest comer of Section 25, Township 6 South, Range 8 East; ' THENCE North along the West line of Section 25 to the Southeast corner of Section 23; THENCE West along the South line of Section 23 to the Southwest comer thereof, THENCE North along the West line of Section 23 to the Southeast corner of Section 15; THENCE West along the South line of Section 15 to the Southwest comer of Section 15; THENCE North along the West line of Section 15 to the northerly right-of-way line of the Southern Pacific Railroad Company, as said right-of-way existed on October 22, 1969; THENCE northwesterly along the northerly right-of-way line of Southern Pacific Railroad Company to a the South line of Section 9, Township 6 South, Range 8 East; m C)O M m 1THENCE West along the South line of Sections 9, 8 and 7 to the Southeast corner of the West half of m m the West half of Section 7; 0. 0 THENCE North along the East line of the West half of the West half of Sections 7 and 6 to the South line of Section 31; THENCE West along the South line of Section 31 and Section 36, Township 5 South, Range 7 East to C the South quarter comer of Section 36; THENCE North along the North-South midsection line of Sections 36 and 25 to the center quarter comer of Section 25; THENCE West along the East-West midsection line of Section 25 to the West quarter corner thereof; THENCE North along the West line of Sections 25 and 24 to the southerly right-of-way line of the Southern Pacific Railroad Company as said right-of-way exited on October 22, 1969; THENCE northwesterly along the southerly right-of-way line of the Southern Pacific Railroad Company to the South line of Section 14; THENCE West along the South line of Section 14 to the Southeast comer of Section 15; THENCE West along the South line of Sections 15, 16, 17 and 18 to the Southwest corner of Section 18; THENCE North along the West line of Section 18 to the Northwest comer thereof; DDK:jl\brd\b0undaWav4 First American Title 0 First American Title THENCE East along the North line of Sections 18 and 17 to the Southwest corner of Section 9; THENCE North along the West line of Section 9 to the Northwest comer of Section 9; THENCE East along the North line of Sections 9 and 10 to the Northeast corner of Section 10; THENCE South along the East line of Section 10 to the Northwest corner of Section 14; THENCE East along the North line of Sections 14 and 13 to the Northwest comer of Section 18, Township 5 South, Range 8 East; THENCE East along the North line of Sections 18 and 17 to a portion of the intersection with the southerly right-of-way line of the East Side Dike System of the All-American Canal, as described on Parcel C-459; THENCE southeasterly along the southerly right-of-way line of the East Side Dike System of the All American Canal to the East line of Section 17; mM W MM m ° THENCE South along the East line of Sections 17 and 20 to a point on the westerly right-of-way line of m the Coachella Branch of the All-American Canal as described in Parcel C -75-R-1; m THENCE southerly along the westerly right-of-way line of the Coachella Branch of the All American Canal to a point on the North line of Section 28; THENCE West along the North line of Section 28 to the North quarter corner of Section 28; THENCE South along the North-South midsection line of Section 28 to the center quarter corner of Section 28; THENCE West along the East-West midsection line to the Northeast comer of the West half of the Northwest quarter of the Southwest quarter of Section 28; THENCE South along the East line of the West half of the Northwest quarter of the Southwest quarter of Section 28 to the Southeast comer thereof; THENCE West along the South line of the West half of the Northwest quarter of the Southwest quarter of Section 28 to the Southwest comer thereof; THENCE South along the East line of Section 29 to the Northwest comer of Section 33; THENCE East along the North line of Sections 33, 34, 35 and 36 to the Northeast corner of Section 36; THENCE North along the West line of Sections 30, 19 and 18, Township 5 South, Range 9 East, to the Northwest corner of Section 18; DDK:jNxftomdeMDlv4 _10 - First American Title First American Title THENCE East along the North line of Section 18 to the Northeast corner thereof, THENCE North along the West line of Section 8 to the POINT OF BEGINNING. END OF DESCRIPTION PARCEL NO. 2 The East half of the Southwest quarter of the Southwest quarter and the Southwest quarter of the Southwest quarter of the Southwest quarter and the Southeast quarter of the Northwest quarter of the Southwest quarter of the Southwest quarter of Section 17, Township 9 South, Range 13 East, San Bernardino Base and Meridian, in the County of Imperial, State of California. END OF DESCRIPTION 11111, 111111111111111111111111111111111111111111111111 BS/0023090B090R DDK:j1\brd\boundar3Anv4 -11- First American Title First American Title ,I EXHIBIT `B" COACHELLA VALLEY WATER DISTRICT LEGAL DESCRIPTION OF DIRECTORIAL DIVISION NO. 5 BEGINNING at the Northwest comer of Section 21, Township 5 South, Range 7 East, San Bernardino Meridian; THENCE East along the North line of Sections 21, 22 and 23 to the southerly right-of-way line of the Southern Pacific Railroad Company as said right-of-way existed on October 22, 1969; THENCE southeasterly along the southerly right-of-way line of the Southern Pacific Railroad Company to the West line of Section 24; THENCE South along the West line of Sections 24 and 25 to the West quarter comer of Section 25; THENCE East along the East-West midsection line to the Center quarter comer of Section 25; m D " THENCE South along the East line of the West half of Sections 25 and 36 to the South quarter corner of maw �mQ Section 36; MSM THENCE East along the South line of Section 36 of Township 5 South, Range 7 East, and Section 31 of Township 5 South, Range 8 East, to the Southeast comer of the West half of the West half of Section 31; THENCE South along the East line of the West half of the West half of Sections 6 and 7 of Township 6 South, Range 8 East, to the Southeast corner of the West half of the West half of Section 7; THENCE East along the South line of Sections 7, 8 and 9 to the northerly right-of-way line of the Southern Pacific Railroad Company, as said right-of-way existed on October 22, 1969; THENCE southeasterly along the northerly right-of-way line of Southern Pacific Railroad Company to the East line of Section 16; THENCE South along the East line of Section 16 to the Southeast corner thereof; THENCE East along the South line of Section 15 to the Southeast corner thereof; THENCE South along the West line of Section 23 to the Southwest comer thereof; THENCE East along the South line of Section 23 to the Southeast comer thereof, THENCE South along the West line of Section 25 to the Southwest comer thereof; THENCE East along the South line of Section 25 to the Southeast corner thereof; DDK:j1\br&boundary\Mv5 First American Title -I- First American Title THENCE South along the East line of Section 36 to the Southeast corner thereof; THENCE South along the East line of Sections 1, 12, 13, 24 and 25, Township 7 South, Range 8 East, to the Southeast comer of Section 25; THENCE East along the South line of Sections 30, 29, 28, 27, 26, 25, Township 7 South, Range 9 East, and Sections 30 and 29, Township 7 South, Range 10 East, to the Southeast corner of Section 29; THENCE South along the East line of Section 32 to the Southeast comer thereof; THENCE West along the South line of Sections 32 and 31 to the Southwest comer of Section 31; THENCE South along the Range 9 East and Range 10 East line to the Southeast comer of Section 36, Township 8 South, Range 9 East; THENCE West along the South line of Sections 36 and 35 to the Northeast comer of Section 3, Township 9 South, Range 9 East; THENCE South along the East line of Sections 3 and 10 to the Southeast comer of Section 10; THENCE East along the North line of Section 14 to the Northeast comer thereof; THENCE South along the East line of Section 14 to the Southeast comer thereof, THENCE East along the North line of Section 24 to the Northeast comer thereof; THENCE South along the East line of said Section 24 to the Northwest corner of Section 30, Township 9 South, Range 10 East; THENCE East along the North line of Section 30 to the Northeast comer thereof; THENCE South along the East line of said Section 30 to the Northwest corner of Section 32; THENCE East along the North line of said Section 32 to the Northeast comer thereof, THENCE South along the East line of said Section 32 to the Northwest comer of Section 4, Township 10 South, Range 10 East; THENCE East along the North line of said Section 4 to the Northeast corner thereof; THENCE South along the East line of said Section 4 to the Northwest corner of Section 10; THENCE East along the North line of said Section 10 to the Northeast comer thereof, 111111111111111111111111111111111111 98/&6�3a of6606911 33 DDKjIWnd\boundary\Div5 _2_ First American Title First American Title M THENCE South along the East line of said Section 10 to the Northwest comer of Section 14; THENCE East along the North line of said Section 14 to the Northeast comer thereof; THENCE South along the East line of said Section 14 to the Northwest comer of Section 24; THENCE East along the North line of said Section 24 to the Northeast corner thereof; THENCE South along the East line of Sections 24, 25 and 36 and Section 1 of Township 11 South, Range 10 East, to the Southeast corner of Section 1; THENCE West along the South line of Sections 1, 2, 3, 4, 5 and 6 and Section 1 of Township 11 South, Range 9 East, to the Southwest corner of Section 1; THENCE North along the East line of Section 2 and Section 35, Township 10 South, Range 9 East, to the Northeast corner of Section 35; THENCE West along the North line of Section 35 to the Northwest corner thereof; THENCE North along the West line of Sections 26, 23 and 14 to the Northwest comer of Section 14; THENCE West along the North line of Section 15 to the Northwest corner thereof; THENCE North along the West line of Sections 10, 3 and Section 34, Township 9 South, Range 9 East, to the Northwest corner of Section 34; THENCE West along the North line of Section 33 to the Northwest comer thereof; THENCE North along the West line of Section 28 to the Northwest comer thereof, THENCE West along the North line of Sections 29 and 30 to the Northwest comer of Section 30; THENCE North along the West line of Sections 19, 18, 7 and 6 to the Northwest corner of Section 6; THENCE West along the North line of Sections I and 2, Township 9 South, Range 8 East, to the Southwest comer of Section 36, Township 8 South, Range 8 East; THENCE North along the West line of Sections 36 and 25 to the Northwest corner thereof; THENCE West along the South line of Section 23 to the Southwest corner thereof; THENCE North along the West line of Sections 23, 14, 11 and 2 to the Northwest corner of Section 2; IIIIIIIIIIIIIIIIIIIVIIIVIIIVIIIIII III VIIIIIIIIIII OB 0,2 03on O&P 32 DDK:jl\btd\boumary\Div5 _3_ First American Title First American Title N THENCE West along the North line of Sections 3, 4 and 5 to the Northwest corner of Section 5; THENCE North along the West line of Sections 32, 29, 20, 17, 8 and 5 of Township 7 South, Range 8 East, to the Northwest comer of Section 5; THENCE West along the North line of Section 6 to the Northwest comer thereof; THENCE North along the West line of Sections 31, 30 and 19, Township 6 South, Range 8 East, to the Northwest comer of Section 19; THENCE West long the North line of Sections 24, 23 and 22 of Township 6 South, Range 7 East, to the Northwest corner of Section 22; THENCE North along the West line of Sections 15, 10 and 3 to the Northwest comer of Section 3; THENCE West along the North line of Section 4 to the Northwest corner of Section 4; THENCE North along the West line of Sections 33, 28 and 21 of Township 5 South, Range 7 East, to the Northwest comer of Section 21 and the POINT OF BEGINNING. END OF DESCRIPTION DDK-Jrbed b�v5 First American Title 1111111111111111111111111111111 III II 11111 II III ea,2-&U2&30e7e�eeef, 33 of 33 -4- First American Title 10. Exception_12_20090255928 PLEASE COMPLETE THIS INFORMATION RECORDING REQUESTED BY: TowerCo Assets LLC AND WHEN RECORDED MAIL TO: TowerCo Attn: Legal 5000 Valleystone Drive Cary, NC 27519 CA2489 DOC # 2009-0255928 05/20/2009 08:00A Fee:42.00 Page 1 of 9 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder IIIIII II I II IIII 111111111111111111111111111111111 IN S R U PAGE SIZE DA I MISC LONG RFD COPY A L 1 465 426 NCOR SMF NCHG (E: O Do IR CTY UNI Space above this line for recorders use only ASSIGNMENT AND ASSUMPTION OF GROUND LEASE Title of Document TRA: DTT: THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION 5?ryes ($3:00 Additional Recording Fee Applies) ACR 238P-AS4REO (Rev. 0312008) First American Title M First American Title V ,. EXECUTION COPY A04' ll'13-0-7q-- t0�)- 0 ASSIGNMENT AND ASSUMPTION OF GROUND LEASE GCnvi;�� THIS ASSIGNMENT AND ASSUMPTION OF GROUND LEASE ("Assignment") is made, entered into and effective as of this 0�,3 day of September, 2008 ("Transfer Date"), by Nextel of California, Inc., a Delaware corporation, having an address at 6391 Sprint Parkway, Mailstop KSOPHT0101-z2650, Overland Park, Kansas 66251-2650 ("Assignor"), to Tower Entity 7 LLC, a Delaware limited liability company, having an address at 6391 Sprint Parkway, Mailstop KSOPI ITO101-z2650, Overland Park, Kansas 66251-2650 ("Assignee"). The notice address for the Assignee shall be: Tower Entity 7 LLC c/o TowerCo Acquisition LLC, 5000 (�V Ileystone Drive C try, Nort Caro 'na 27519. Q V_e-ago Preliminary Statement: Pursuant to that certain Purchase and Sale Agreement dated as of July 23, 2008 (as amended, modified and supplemented from time to time, the "Purchase Agreement"), by and between TowerCo Acquisition LLC, the parties identified as sellers therein (including Assignor), Sprint Spectrum L.P., as agent for such sellers and the "Tower Entities" (including Assignee) that become parties thereto, Assignor has, among other things, agreed to assign all its right, title and interest in and to the Ground Lease (as defined on Exhibit "A") to Assignee and to assign, transfer and convey to Assignee its right, title and interest in all Towers and Tower Related Buildings and Equipment located on the land demised under the Ground Lease (as such land is further described in Exhibit B (as so described, the "Real Property")). All capitalized terms not otherwise defined in this Assignment shall have the meanings ascribed thereto in the Purchase Agreement. In consideration of the mutual covenants contained in this Assignment, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Assignor and Assignee hereby agree as follows: 1. ASSIGNMENT. As of the Transfer Date, Assignor for good and valuable consideration as recited in the Purchase Agreement, the receipt and sufficiency of which are hereby acknowledged, does hereby convey, assign, contribute and transfer all of its right, title, and interest in, to and under the Ground Lease, and the leasehold, license or other interest created thereunder, to Assignee and its successors and assigns. 2. ACCEPTANCE OF ASSIGNMENT. Assignee as of the Transfer Date, hereby accepts the foregoing assignment of the Ground Lease and assumes all of the Assumed Liabilities arising under or pursuant to the Ground Lease. Wopev+y Rddret5: TI -3L05 Av/wda- My*e-ZUMA .1O-QuiMa CA2489/CA6720 LakeCahuilla 0-A gQ163 11374o1� First American Title First American Title 3. APPURTENANT PROPERTY, EASEMENTS, AND IMPROVEMENTS. Assignor hereby grants, bargains, conveys, contributes and transfers to Assignee, its successors and assigns forever, all of Assignor's right, title and interest (subject to Permitted Liens) in and to (i) all appurtenant property and rights relating to the Real Property, (ii) all easements and rights of way benefiting the Real Property. (iii) all Towers located on the Real Property and (iv) all Tower Related Buildings and Equipment located on the Real Property and all other Tower Related Assets located on or relating to the Real Property; excluding, in the case of clauses (i) through (iv), any and all Excluded Assets. 4. BINDING EFFECT. This Assignment will be binding on and inure to the benefit of the parties herein, their heirs, executors, administrators, successors -in -interest and assigns. 5. GOVERNING LAW. This Assignment and its validity, construction and performance will be governed by and construed in accordance with the internal laws of the State of Delaware, without regard to principles of conflicts of laws, except to the extent mandatorily governed by the laws of the state in which the Real Property is located. 6. COUNTERPARTS. This Assignment may be executed in two or more counterparts, each of which will be deemed an original, but all of which together will constitute one and the same instrument. 7. PURCHASE AGREEMENT, This Assignment is intended to implement the provisions of the Purchase Agreement and shall not be construed to enhance, extend or limit the rights or obligations of Assignor or Assignee (it being understood that Assignee will not be deemed to be assuming any Excluded Liabilities). No provision of this Assignment shall in any way modify the express provisions (including without limitation the warranties, representations, covenants, agreements, conditions or any of the obligations and indemnifications of the parties hereto with respect to the subject matter of the Purchase Agreement) set forth in the Purchase Agreement. To the extent any provision of this Assignment is inconsistent with the Purchase Agreement, the provisions of the Purchase Agreement shall control. 8. AMENDMENT. This Assignment may not be amended, waived or otherwise modified except by a written instrument signed by the parties hereto. THIS ASSIGNMENT has been executed by Assignor and Assignee effective as of the Transfer Date. [Signatures on following pages] CA2489/CA6720 Lake Cahuilla First American Title First American Title Witnesses: Q Print Name: At AX '"IknoJnvi g;i Print Name: State of New York County of New York ASSIGNOR: Nextel of California, Inc., a Delaware corporation / By: Print Name: Thomas A. Arida Title: Assistant Secretary The foregoing instrument was acknowledged before me this �2day of September, 2008, by Thomas A. Arida an Assistant Secretary of Nextel of California, Inc., a Delaware corporation, on behalf of the company. The above-named individual is personally known to me or has produced a drivers license or passport as identification. Notary Public Print Name: My Commission Expires: ' 0 h ;r yNo. t)11465 ComQftu In NmPkas March CA2489/CA6720 Lake Cahuilla First American Title First American Title Print arae: State of New York County of New York ASSIGNEE: Tower Entity 7 LLC, a Delaware limited liability company By: /W ZZ' Name: Thomas A. Arida Title: Assistant Secretary The foregoing instrument was acknowledged before me this 19 day of September, 2008, by Tbornas A. Arida an Assistant Secretary of Tower Entity 7 LLC, a Delaware limited liability company, on behalf of the company. The above-named individual is personally known to.: me or has produced a drivers license or passport as identification. WA YNo. 01 1�a� York Qualified in Nafz a " n h' yQn'ITIl CI^^ _ .. CA2489/CA6720 Lake Cahuilla First American Title Notary u is Print Name: ; My Commission Expires: ;. .. •-%i?,,.,: �.' WA YNo. 01 1�a� York Qualified in Nafz a " n h' yQn'ITIl CI^^ _ .. CA2489/CA6720 Lake Cahuilla First American Title First American Title LARRY W. WARD Recorder P.O. Box 751 COUNTY OF RIVERSIDE Riverside, CA 92502-0751 yng — ASSESSOR -COUNTY CLERK -RECORDER (951)486-7000 F w .tiversideacr.com NOTARY CLARITY Under the provisions of Government Code 27361.7, 1 certify under the penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary: Yvonne Telesford Commission M 01TE6021465 Place of Execution: New York Date Commission Expires: 03/15/2011 Date: Signatur Print Name: Dennis J. Sargent Jr. ACR 186P-AS4RE0 (Rev. 092006) Available in Altemate Fomtats First American Title First American Title EXHIBIT "A" The Ground Lease That certain lease agreement (the "Ground 1 -ease") dated January 3, 2001 by and between Coachella Valley Recreation &, as lessor, and Assignor, as lessee, with respect to that certain parcel of real property ("Real Property") located in the County of Riverside, State of CA, which Real Property is more particularly described on Exhibit "B" attached hereto. The Memorandum of the Ground Lease is recorded in Book Page or as Official Document/Instrument Number in the Register's office of Riverside County, State of CA. CA2489/CA6720 Lake Cahuilla First American Title First American Title Exhibit B Real Property EXHIBIT A DESCRIPTION OF LAND to the Agemmd dated , by and between COACHELLA VALLEY RECREATION AND PARKS DISTRICT, a Icm, and NEX7EL OF CALIFORNIA, INC, a Delaware ootpo on, dMa Nc%W Ca iealicM m I.� The Lmd is dambtd wd1w depicted es follows: BLACK 130 AND 131, SANTA CARMELITA UNIT. 14 AT VALE LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA, AS PER MAP RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. and odwrwisc known as; 77.865 Amida MonMmma, La Quints, CA APN: 773-074-002 e:ttied<NloahIvGaA0.6A9'CAal20ALLatc UdYhlv�madoe CA2489 Lake Cahuilla First American Title First American Title 'Exhibit B Real Property EXHIBIT B DESCRIPTION OF PREMISES to the Ageemeot dated , by and between COACHELLA VALLEY RECREATION AND PARKS DISTRICT, as Lessor, and NEXTEL OF CALIFORNIA, INC., a Delaware corporation, d/b/a Nutt] Cononunications, as Lessee. The Premises are described and/or depicted as follows: Now nm: adore r •ros I ILara N. --y P iaiag Owdv6 fbwvlino Cx l AYaOa COA�11 Ie' I I I NaY1Nm FsNv.e NuaJ la'XJJ' I., A®/aaAiaa/ I (1/'XJJ'� ra � Ab) i MuaoPdm lJ' ji I Torr i ..i BSW➢ Ige11 r ! Nc�sl UedvpsM Catlan U"Crs i Rdmd I. This Exhibit may be replaced by a land survey of the Premises once it is received by Lessee. 2. Setback of the Prernises from the Land's boundaries shall be the distance required by the applicable govemmenml authorities. J. Width of access road shall be the width required by the applicable govemmental authorities, including police and fire departments. 4. The type, number and counting positions and locations of antennas and transmission find are illustrative only. Actual types, numbers, and traunting positions may vary from what is shown above. f� q:kia VJtatm{Vwss4 IA69an6199'CA67MAUA*CahsllWwmr.doc /// vi%1 CA2489 Lake Cahuilla First American Title i i P iaiag Owdv6 fbwvlino i —� i I I NaY1Nm FsNv.e � A®/aaAiaa/ I rm, Aa. i NEXTHL Coameafrafiosu __--� Site Nambe=CA4'Ra Sib rj m I.ha CabaiM Addsnnl?7 CSAsadb Manumm mAve. Arotl Mosmm. w,e U Qut ta, CA n.oa u.na I. This Exhibit may be replaced by a land survey of the Premises once it is received by Lessee. 2. Setback of the Prernises from the Land's boundaries shall be the distance required by the applicable govemmenml authorities. J. Width of access road shall be the width required by the applicable govemmental authorities, including police and fire departments. 4. The type, number and counting positions and locations of antennas and transmission find are illustrative only. Actual types, numbers, and traunting positions may vary from what is shown above. f� q:kia VJtatm{Vwss4 IA69an6199'CA67MAUA*CahsllWwmr.doc /// vi%1 CA2489 Lake Cahuilla First American Title First American Title 11. Exception_13_20100545883 0 Prepared by and after recording return to: TowerCo Attention: Legal 5000 Valleystone Drive Cary, NC 27519 STATE OF CALIFORNIA COUNTY OF RIVERSIDE DOC # 2010-0545883 11/12/2010 10:25A Fee:NC Page 1 of 6 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder IIIIII it III IIIII III III II I I III III IIIII IIII III S R U PAGE SIZE I DA I MISC I LONG RFD I COPY M A L 465 426 1 PCOR NCOR SMF CH _E M T: CTYUNI (`xU(fVT Use Above This Line) Parcel No: 773-074-002-0 MEMORANDUM OF AGREEMENT NO- 10-10-009-LQCC Document Date: /0 -)*' /d Grantor/Lessor: DESERT RECREATION DISTRICT, a public body duly organized and validly existing under the laws of the State of California formerly known as the COACHELLA VALLEY RECREATION AND PARKS DISTRICT, a public body duly organized and validly existing under the laws of the State of California Address: 45-305 Oasis Street, Indio, CA 92201 Grantee/Lessee: TOWERCO ASSETS LLC, a Delaware limited liability company Address: 5000 Valleystone Drive, Cary, NC 27519 Legal Description of the Land is attached as Attachment A on Page 5. THE UNDERSIGNED GRANTOR DECLARES DOCUMENTARY TRANSFER TAXIS -0- X TERM OF LEASE, INCL. OPTIONS UNDER 35 YEARS COMPUTED ON FULL VALUE OF PROPERTY COMPUTED ON FULL VALUE LESS VALUE OF LIENS OR ENCUMBRANCES REMAINING AT THE TIME OF SALE UNINCORPORATED AREA CITYOF Memorandum of Agreement TowerCo ID: CA2489 Cascade ID: CA6720 First American Title Page I of 6 First American Title MEMORANDUM OF AGREEMENT N0. 10-10-009—LQCC This Memorandum of Agreement ("Memorandum") is entered into as of the later of the signature dates below, by and between DESERT RECREATION DISTRICT, a public body duly organized and validly existing under the laws of the State of California formerly known as the COACHELLA VALLEY RECREATION AND PARKS DISTRICT, having a mailing address of 45-305 Oasis Street, Indio, California 92201 (hereinafter referred to as "Lessor"), and TOWERCO ASSETS LLC, a Delaware limited liability company, having a mailing address of 5000 Valleystone Drive, Cary, North Carolina 27519 (hereinafter referred to as "Lessee"). Lessor and Nextel of California, Inc., a Delaware corporation, d/b/a Nextel Communications ("Sprint/Nextel") entered into that certain unrecorded Communications Site Lease Agreement (Ground) dated January 3, 2001, as amended, if applicable (as amended, the "Agreement') for certain real property and easements described in ATTACHMENT B attached hereto (collectively, the "Premises"), which are a portion of that certain parcel of real property owned by Lessor located in the County of Riverside, State of California described in ATTACHMENT A attached hereto (the "Land"). 2. Sprint/Nextel assigned all its right, title and interest in, to and under the Agreement to Tower Entity 7 LLC, a Delaware limited liability company ("Tower Entity"), by that certain Assignment and Assumption of Ground Lease dated September 23, 2008 to be recorded among the official records of the County of Riverside, State of California. 3. Thereafter, Tower Entity was acquired by and merged into Lessee. 4. The term of the Agreement is for five (5) years commencing on October 2, 2001. 5. The Agreement may be extended for five (5) successive five (5) year terms. 6. The purpose of the Memorandum is to give record notice of the Agreement and of the rights created thereby, all of which are hereby confirmed. The terms of the Agreement are incorporated herein by reference. In the event of a conflict between the terms of this Memorandum or the addition of any terms in this Memorandum which are not contained in the Agreement, such conflicting or additional terms shall be deemed to be part of the Agreement and shall otherwise amend the Agreement and be controlling. This Memorandum may be executed in two or more counterparts, all of which shall be considered the same agreement and shall become effective when one or more counterparts have been signed by each of the parties. This Memorandum is not and will not be binding on either party until and unless it is fully executed by both parties. Memorandum of Agreement TowerCo to CA2489 Cascade ID: CA6720 2010-0545883 IIIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIVIIIIIIVIIIIIIIIIII IS/12lZPo£ fi 25R First American Title Page 2 of 6 First American Title IN WITNESS WHEREOF, the parties have executed this Memorandum as of the later of the signature dates below. LESSOR ACKNOWLEDGMENT State of California County of On ne r 7��/0 before me, LESSOR: DESERT RECREATION DISTRICT, a public body duly organized and validly existing under the laws of the State of California formerly known as the COACHELLA VALLEY RECREATION AND PARKS DISTRICT Date: Q&f u(— MAfjXR1- 21 Ocpr--- 201 d personally appeared who proved to me on the asis of satisfact ry evidence to be the person(.s' whose namg(sl is/are subscribed to the within instrument and acknowledged to me that he%sheAhep executed the same in his/J3erRheir authorized capacity(iao, and that by his/.herFtheir signaturefO on the instrument the person, or the entity upon behalf of which the person(g) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. "Notary Si a w Memorandum of Agreement TowerCo ID'. CA2489 Cascade to CA6720 First American Title DELIA GRANADOS Commission N 1803765 (Notary Seal) Notary Public • California RiversWe County @MY Comm. Expires Jun 24, 2012 2010-0545883 1111111111111IIIIIIII 111111111111IIIIIIII IIIIIIIII1111 t sR Page 3 of 6 First American Title LESSEE ACKNOWLEDGMENT State of California County of� �/S'k�Ora/�.ge On Au before me, LESSEE: TOWERCO ASSETS LLC, a Delaware limited liability company By: Name: Michael P. MacPherson Title: Vice President and General Manager Date: /'? (Here insert name and title of the offic personally appeared Michael P MacPherson Vice President and (;eneral Manager who proved to me on the basis of satisfactory evidence to be the _personX whose name/are su scribed to the within instrument and acknowledged to me that s y executed the same in I hekheff authorized capacitytiM, and that by jjgP @&44 etn signature on the instrument the person( , or the entity upon behalf of which the person()acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. 0 NEEM NIlOER COMM. #1852904 z kouul- Notary seal E Notary Public • Glito nis o Sign ure of Notary Public i Qranp Qou" My Coma. EKowes Jun. 7, 2013 Memorandum of Agreement TowerCo ID: CA2489 Cascade ID: CA6720 11111111111111111111111111111111111111111111111111111111r 20108 f 6a8�5R First American Title Page 4 of 6 First American Title ATTACHMENT A LAND Blocks 130 and 131 of Unit No. 14, Santa Carmelita, at Vale La Quinta, in the City of La Quinta, County of Riverside, State of California, as per Map recorded in Book 18, Pages 82 and 83 of Maps, in the Office of the County Recorder of said County. Memorandum of Agreement TowerCo ID: CA2499 Cascade ID: CA6720 IIIIII IIIIIII VIII III IIIIII IIIIII VIII III VIII IIII IIII 11 2610-0545883 0 6 0 50 6e$zsR First American Title Page 5 of 6 First American Title ATTACHMENT B PREMISES 40 Nwimi ua3Qgo®d Assam condo@ NezW 30'X 35' Le AmNez*i (Pi' X 35' Pmced �i -•� paim An&)i Tooter NexbelUndugmund Poorer' Tekptone' I card= i I J i 9suung GTE Peds fl f Hmung Otatead Pop I.iaes y � �. ... ._._..._ :� Nexod Non—ExO .a•• Access J padiag I GmeratarAm r C r —J Site Nottd><:: CA -6720 I ""'"__ Site Natae: Late Cflm�a 4 A Addms: 71-l�S Aveda ce. Avmd. Acro, La Qui=, CA Notes: 1. This Exhibit may be replaced by a land survey of the Premises once it is received by Lessee. 2. Setback of the Premises from the Land's boundaries shall be the distance required by the applicable governmental authorities. 3. Width of access road shall be the width required by the applicable governmental authorities, including police and fire departments. 4. The type, number and mounting positions and locations of antennas and transmission lines are illustrative only. Actual types, numbers, and mounting positions may vary from what is shown above. Memorandum of Agreement TowerCO ID: CA2489 Cascade ID: CA6720 IIIA IIII IN 112-04583 0106 010 60825N First American Title Page 6 of 6 First American Title 12. Exception_14_20110343826 I RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: DOC # 2011-0343826 08/05/2011 09:258 Fee:NC Page 1 of 5 Recorded in Official Records County of Riverside Larry U. Ward Assessor, County Clerk 8 Recorder 1111111111111111111111111111111111111111111111111111111 Veronica J. Montecino, City Clerk S R U PAGE SIZE I DA I MISC LONG RFD COPY City of La Quinta P. O. Box 1504 La Quinta CA 92247-1504 A L 465 1 426 PCOR NCOR SMF CH EXAM IT: CTY i NO FEE REQUIRED FOR RECORDATION PURSUANT TO GOVERNMENT CODE SECTION 6103 062 PUBLIC ART MAINTENANCE AGREEMENT 11 -07 -007 -LQ THIS PUBLIC ART MAINTENANCE AGREEMENT ("Maintenance Agreement"ll is made as of July 6, 2011, by and between the CITY OF LA QUINTA, a California Municipal Corporation (the "City"), and DESERT RECREATION DISTRICT (the "Owner"), with respect to the following facts: A. Owner owns fee title to certain real property (the "Property") located in the City of La Quinta, California, generally located at the La Quinta Community Center, Wellness Center, 77865 Avenida Montezuma in the City of La Quinta, California and more fully and legally described in Exhibit A, attached hereto and incorporated herein by this reference. B. Owner has previously requested and received approval to construct LaQscape (the "Project") on the Property. The Project is subject to the public artwork requirements of the City of La Quinta Art in Public Places Program set forth in Chapter 2.65 of the La Quinta Municipal Code (the "Municipal Code"). C. To satisfy the Project's public artwork requirement pursuant to said Chapter 2.65, Owner and City entered into that certain Art Purchase Agreement (the "Artwork Agreement") dated May 18, 2011. D. Pursuant to Article VII of the Artwork Agreement, Owner is obligated to maintain the Artwork and to ensure that the Artwork remains a permanent fixed asset to the Property until title to the Artwork transfer to City as provided in the Artwork Agreement. NOW, THEREFORE, the parties agree as follows: 1. Title and Location of Artwork. During the term of this Maintenance Agreement, the Artwork shall remain on the Property at a location approved by City and shall further remain a permanent fixed asset on the Property until title to the Artwork passes to City as provided in the Artwork Agreement (the "Fixed Term"). During the 25 -year Fixed Term, title to the Artwork shall transfer with title to the Property as an integral part of the sale of the Property. At the conclusion of the 25 -year period specified in the Artwork Agreement, title to the Artwork shall pass to and vest in City, at which time this Maintenance Agreement shall terminate by its own terms. The Artwork shall not be relocated on the Property or removed and disposed of without the prior written consent of City. First American Title First American Title 2. Maintenance of the Artwork. Owner, its successors, assigns, and any successor in interest to the Property, covenants and agrees to maintain the Artwork in accordance with the "Reasonable Standards," as hereinafter defined. To accomplish the maintenance, Owner shall either staff or contract with qualified and, if required by law, licensed personnel to perform the maintenance work, including the provision of labor, equipment, materials, support facilities, and any and all other items necessary to comply with the requirements of this Maintenance Agreement. The obligations of Owner regarding maintenance of the Artwork in accordance with this paragraph 2 are referred to herein as the "Owner Obligations." 3. Reasonable Standards. The following standards ("Reasonable Standards") shall be complied with by Owner and its maintenance staff, contractors or subcontractors: A. Maintenance shall include, but not be limited to: keeping the art and water feature clear and free of calcium deposits and remove algae in holding ponds; and keeping water in the unit and checking motors on monthly basis to assure it is operating properly. B. The Artwork shall be maintained in accordance with the custom and practice generally applicable to comparable high quality commercial properties located within City, including but not limited to, periodic cleaning of all exterior surfaces. 4. Failure to Maintain Artwork. In the event Owner does not maintain the Artwork in the manner set forth herein and in accordance with Reasonable Standards, City shall have the right to maintain the Artwork, or to contract for the correction of such deficiencies, after written notice to Owner. However, prior to taking any such action, City agrees to notify Owner in writing if the condition of the Artwork does not meet with Reasonable Standards and to specify the deficiencies and the actions required to be taken by Owner to cure the deficiencies. Upon notification of any maintenance deficiency, Owner shall have thirty (30) days within which to commence, and thereafter diligently correct, remedy or cure the deficiency. If the written notification states the problem is urgent and relates to public health and safety, Owner shall have forty-eight (48) hours to commence to rectify the problem. In the event Owner fails to correct, remedy, or cure or has not commenced correcting, remedying or curing such maintenance deficiency after notification and after the period of correction has lapsed, then City shall have the right to maintain the Artwork. Owner agrees to pay City such charges and costs incurred by City in curing such maintenance deficiency. 5. Term and Termination. This Maintenance Agreement shall commence on the first set forth above (the "Effective Date") and shall remain in full force and effect until title to the Artwork passes to and vests in City as provided in the Artwork Agreement or the year 2036 ("Term"). Notwithstanding the foregoing, the Maintenance Agreement may be terminated with the written consent of City if the related Artwork Agreement has been terminated. In the event the City subsequently determines in the exercise of its reasonable discretion, whether at the request of Owner or otherwise, that the obligations imposed upon Owner by this Maintenance Agreement are no longer required, City will execute instruments in recordable form releasing Owner and its successors in interest from any liability under this Maintenance Agreement. First American Title First American Title IN WITNESS WHEREOF, City and Owner have executed this Maintenance Agreement as of the date set forth opposite their respective signatures. CITY OF LA QUINTA, a California Municipal Corporation 14 7z�- / 2011 Bye/ /✓1'y11�✓ THOMAS P. GENOVESE, City Manager A' VERONICA MJ)NTECINO, CMC, City Clerk City of La OiTinta, California APPROVED AS TO FORM: By: k /')� K THERINE JENS , City Attorney City of La Quinta, C ornia DESERT RECREATION DISTRICT By: KEJ►rl kALMAN DISTRICT 6E"IZAL MaNa6Ep First American Title First American Title State of California 1 County of, orc,�Q 1 On , before me, —T -)p' i n_ Koaadas Notary I Public, personally appeared rn 44-. 1 jyvu) who proved to me on the basis of satisfactory evidence to be the persona whose named) is/are subscribed to the within instrument, and acknowledged to me that he/sbe/theT executed the same in his/begtheir authorized capacity(iea , and that by his/hafkhetP signatureo) on the instrument the person(A, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature. State of California I County of 14E StpE I Cimlnloe 0 180376 L ILVW Me" PWk - RlwrtidiCoratr [ (seal) ft �hln Ot OnJar 2011 , before me, SuSAtJ MAYSE15 Notary Public, personally appeared l 4OMAS P &6404E$E who proved to me on the basis of satisfactory evidence to be the person(a) whose name(*) is/ave subscribed to the within instrument, and acknowledged to me that he/ehokiwv executed the same in his/*4W^bai authorized capacity(ieo), and that by hisAamgkSir signature(*) on the instrument the person(-*), or the entity upon behalf of which the person(*) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. SUSAN MAYBE_ WITNESS my hand and official seal. COMM. *te4u79 NOTARY PUBLIC • CALIFOFM45 g RNERBIDE COUNTY CaimYsdm H ire* APR 13 2013 + Signature a ' /� w; (seal) First American Title First American Title Exhibit A LEGAL DESCRIPTION BLKS 130 & 131 MB 018/082 SANTA CARMELITA AT VALE LA QUINTA NO 14. First American Title First American Title 13. Exception -15 20130410562 r ir5t A111 Y )OYI Tole Ra, rGhcAr-1 Ccm fvl� Nc�-h ons I Corn }� ►� sei v 05 US Ang eICS A C-�, AFTER RECORDATION PLEASE RETURN TO: Nossaman LLP 18101 Von Karman Avenue, Suite 1800 Irvine, CA 92612 Attention: Jeff A. Stava. Esq. DOC # 2013-0410562 08/21/2013 12:32 PM Fees: $0.00 Page 1 of 12 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder **This document was electronically submitted to the County of Riverside for recording** Receipted by: LCWEATHERS THIS TRANSACTION IS EXEMPT FROM CALIFORNIA DOCUMENTARY TRANSFER TAX PURSUANT TO SECTION 11929 OF THE CALIFORNIA REVENUE AND TAXATION CODE. THIS DOCUMENT IS EXEMPT FROM RECORDING FEES PURSUANT TO SECTION 27383 OF THE CALIFORNIA GOVERNMENT CODE. 'k. 020-okc- SITE LEASE Dated as of August 1, 2013 between the DESERT RECREATION DISTRICT, as Lessor (formerly known as the Coachella Valley Recreation and Park District) and the CSDA FINANCE CORPORATION, as Lessee NC5-� 6--, zCAM-2-� 344129_1.DOC First American Title First American Title DOC #2013-0410562 Page 2 of 12 08/21/2013 12:32 PM SITE LEASE THIS SITE LEASE (the "Site Lease"), dated as of August 1, 2013, is between the DESERT RECREATION DISTRICT, a special district organized and existing under and by virtue of the laws of the State of California, and formerly known as the Coachella Valley Recreation and Park District (the "District"), as lessor, and the CSDA FINANCE CORPORATION, a non-profit public benefit corporation organized and existing under and by virtue of the laws of the State of California (the "Corporation"), as lessee; WITNESSETH: WHEREAS, pursuant to this Site Lease, the District proposes to lease a certain parcel of real property situated in the County of Riverside, State of California, more particularly described in Exhibit A attached hereto and made a part hereof (the "Site"), and those certain improvements thereon (the "Facility" and, with the Site, the "Property"), to the Corporation, all for the purpose of assisting the District in undertaking the refunding, on a current basis, all of its obligations with respect to a lease agreement, dated as of August 1, 2002, between the District and the CSDA Finance Corporation (the "2002 Lease"); WHEREAS, the Corporation proposes to lease the Property back to the District pursuant to that certain Lease Agreement, dated as of August 1, 2013, a memorandum of which is recorded concurrently herewith (the "Lease Agreement") and to assign all of its rights, title and interest in, to and under this Site Lease and the Lease Agreement, including its right to receive lease payments under the Lease Agreement (the "Lease Payments"), its right to enforce payment of the Lease Payments and otherwise to enforce its interest and rights under the Lease Agreement in the event of a default thereunder by the District, to Compass Bank, an Alabama banking corporation (the "Assignee") pursuant to that certain Assignment Agreement, dated as of August 1, 2013, between the Corporation and the Assignee, and recorded concurrently herewith; NOW, THEREFORE, IT IS HEREBY MUTUALLY AGREED, as follows: Section 1. Definitions. Capitalized terms used, but not otherwise defined, in this Site Lease shall have the meanings ascribed to them in the Lease Agreement. Section 2. Site Lease. The District hereby leases to the Corporation and the Corporation hereby leases from the District, on the terms and conditions hereinafter set forth, the Property. Section 3. Term. The term of this Site Lease shall commence on the date of recordation of this Site Lease in the Office of the County Recorder of the County of Riverside, State of California, and shall end on September 1, 2020, unless such term is extended or sooner terminated as hereinafter provided. If, on September 1, 2020, the aggregate amount of Lease Payments (as defined in and as payable under the Lease Agreement) shall not have been paid by reason of abatement, default or otherwise, or provision shall not have been made for their payment in accordance with the Lease Agreement, then the term of this Site Lease shall be extended until such Lease Payments shall be fully paid or provision made for such payment, but 344129_1 .DOC First American Title First American Title DOC #2013-0410562 Page 3 of 12 08/21/2013 12:32 PM in no event later than September 1, 2027. If, prior to September 1, 2027, all Lease Payments shall be fully paid or provision made for such payment in accordance with the Lease Agreement, the term of this Site Lease shall end. Section 4. Advance Rental Payment. The District agrees to lease the Property to the Corporation in consideration of the payment by the Corporation of an advance rental payment of $2,064,735.20. The District and the Corporation agree that by reason of the assignment of the Lease Payments to the Assignee under and pursuant to the Assignment Agreement, the advance rental payment referenced in the preceding sentence shall be deemed to have been paid. Section 5. Purpose. The Corporation shall use the Property solely for the purpose of leasing the Property to the District pursuant to the Lease Agreement and for such purposes as may be incidental thereto; provided, however, that in the event of default by the District under the Lease Agreement, the Corporation and its assigns may exercise the remedies provided in the Lease Agreement. Section 6. District's Interest in the Property. The District covenants that it is the owner in fee of the Property. Section 7. Assignments and Subleases. Unless the District shall be in default under the Lease Agreement, the Corporation may not assign its rights under this Site Lease or sublet the Property, except as provided in the Lease Agreement and the Assignment Agreement, without the written consent of the District and the Assignee. If the District is in default under the Lease Agreement, the Assignee (including its successors and assigns under the Lease Agreement) may fully and freely assign and sublease the Property or any portion thereof, subject to this Site Lease. Section 8. Right of Entry_. The District reserves the right for any of its duly authorized representatives to enter upon the Property at any reasonable time to inspect the same or to make any repairs, improvements or changes necessary for the preservation thereof. Section 9. Termination. The Corporation agrees, upon the termination of this Site Lease, to quit and surrender the Property in the same good order and condition as the same were in at the time of commencement of the term hereunder, reasonable wear and tear excepted, and agrees that any permanent improvements and structures existing upon the Site at the time of the termination of this Site Lease shall remain thereon and title thereto shall vest in the District. Section 10. Default. In the event the Corporation shall be in default in the performance of any obligation on its part to be performed under the terms of this Site Lease, which default continues for thirty (30) days following notice and demand for correction thereof to the Corporation, the District may exercise any and all remedies granted by law, except that no merger of this Site Lease and of the Lease Agreement shall be deemed to occur as a result thereof and the District shall have no right to terminate this Site Lease as a remedy for such default. Notwithstanding the foregoing, so long as the Lease Agreement remains in effect, the District will continue to pay the Lease Payments to the Assignee. -2- 344129_1.DOC First American Title First American Title DOC #2013-0410562 Page 4 of 12 08/21/2013 12:32 PM In the event of the occurrence of an Event of Default under the Lease Agreement, the Corporation may (i) exercise the remedies provided in the Lease Agreement, (ii) use the Property for any lawful purpose, subject to any applicable legal limitations or restrictions, and (iii) exercise all options provided herein. Section 11. Quiet Enjoyment. The Corporation, at all times during the term of this Site Lease, shall peaceably and quietly have, hold and enjoy all of the Property subject to the provisions of the Lease Agreement. Section 12. Waiver of Personal Liability. All liabilities under this Site Lease on the part of the Corporation are solely liabilities of the Corporation and the District hereby releases each and every board member, director, officer, employee and agent of the Corporation of and from any personal or individual liability under this Site Lease. No board member, director, officer, employee or agent of the Corporation shall at any time or under any circumstances be individually or personally liable under this Site Lease for anything done or omitted to be done by the Corporation hereunder. Section 13. Taxes. All assessments of any kind or character and all taxes, including possessory interest taxes, levied or assessed upon the Property or the Corporation's interest in the Property created by this Site Lease (including both land and improvements) will be paid by the District in accordance with the Lease Agreement. Section 14. Eminent Domain. In the event the whole or any part of the Property is taken by eminent domain proceedings, the interest of the Corporation shall be recognized and is hereby determined to be the amount of the then unpaid principal component of the Lease Payments, any then unpaid interest component of the Lease Payments and any premium due with respect to the prepayment of Lease Payments to the date such amounts are remitted to the Corporation or its assignee, and, subject to the provisions of the Lease Agreement, the balance of the award, if any, shall be paid to the District. The District hereby waives, to the extent permitted by law, any and all rights that it has or may hereafter have to acquire the interest of the Corporation in and to the Property through the eminent domain powers of the District. However, the District hereby agrees, to the extent permitted by law, that the compensation to be paid in any condemnation proceedings brought by or on behalf of the District with respect to the Property shall be in an amount not less than the total unpaid principal component of Lease Payments, the interest component of Lease Payments accrued to the date of payment of all Lease Payments and any premium due with respect to the prepayment of Lease Payments under the Lease Agreement. Section 15. Use of the Proceeds. The District and the Corporation hereby agree that the lease to the Corporation of the District's right and interest in the Property pursuant to Section 2 serves the public purposes of the District. Section 16. Partial Invalidity. If any one or more of the terms, provisions, covenants or conditions of this Site Lease shall, to any extent, be declared invalid, unenforceable, void or voidable for any reason whatsoever by a court of competent jurisdiction, the finding, order or decree of which becomes final, none of the remaining terms, provisions, covenants and -3- 344129_1.DOC First American Title First American Title DOC #2013-0410562 Page 5 of 12 08/21/2013 12:32 PM conditions of this Site Lease shall be affected thereby, and each provision of this Site Lease shall be valid and enforceable to the fullest extent permitted by law. Section 17. Notices. All notices, statements, demands, consents, approvals, authorizations, offers, designations, requests or other communications hereunder by either party to the other shall be in writing and shall be sufficiently given and served upon the other party if delivered personally or if mailed by United States registered mail, return receipt requested, postage prepaid, at the addresses set forth in the Lease Agreement, or to such other addresses as the respective parties may from time to time designate by notice in writing. Section 18. Binding Effect. This Site Lease shall inure to the benefit of and shall be binding upon the District and the Corporation and their respective successors and assigns. The Assignee is hereby made a third party beneficiary hereunder with all rights of a third party beneficiary. Section 19. Amendment. This Site Lease may not be amended except as permitted under the Lease Agreement. Section 20. Section Headings. All section headings contained herein are for convenience of reference only and are not intended to define or limit the scope of any provision of this Site Lease. Section 21. Applicable Law. This Site Lease shall be governed by and construed in accordance with the laws of the State of California applicable to contracts made and performed in California. Section 22. No Merger. Neither this Site Lease, the Lease Agreement nor any provisions hereof or thereof shall be construed to effect a merger of the title of the District to the Property under this Site Lease and the District's leasehold interest therein under the Lease Agreement. Section 23. Execution in Counterparts. This Site Lease may be executed in any number of counterparts, each of which shall be deemed to be an original but all together shall constitute but one and the same instrument. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] M 344129_1.DOC First American Title First American Title DOC #2013-0410562 Page 6 of 12 08/21/2013 12:32 PM IN WITNESS WHEREOF, the District and the Corporation have caused this Site Lease to be executed by their respective officers thereunto duly authorized, all as of the day and year first above written. -5- 344129_1.DOC First American Title DESERT RECREATION DISTRICT B y: Gene al Manager CSDA FINANCE CORPORATION By: _ Title: First American Title DOC #2013-0410562 Page 7 of 12 08/21/2013 12:32 PM State of California County of Riverside OneJ IN x) 5 before me V[6MV�11- ob� G personally [Date] J [Notary Name] appeared [Name(s) of Signers] who proved to me on the basis of satisfactory evidence to be the person>� hose name/?L-` subscribed to the within instrument and acknowledged to me that he/s rh><J executed the same in his/heevir authorized capacity(ipe' ,, and that by hist it signature(21"on the instrument the person, or the entity upon behalf of which the perso acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Witness my hand and official seal. Signature: Ncomz -Jnal�, [SignatUle of Notary Public] First American Title J;;DELLSY— V�G- - - - - gS SORABIA Commission # 1950327 Z `� Notary Public - California Riverside County M Comm. Expires Au 29, 2015 Place Notary Seal Above First American Title DOC #2013-0410562 Page 8 of 12 08/21/2013 12:32 PM IN WITNESS WHEREOF, the District and the Corporation have caused this Site Lease to be executed by their respective officers thereunto duly authorized, all as of the day and year first above written. -5- 344129_ 1. DOC First American Title DESERT RECREATION DISTRICT General Manager CSDA FINANCE CORPORATION By: e —tl Title: d6n1V1-r A42/L First American Title DOC #2013-0410562 Page 9 of 12 08/21/2013 12:32 PM CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On <�// ate personally appeared CIVIL CODE § 1189 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ------------------- RICHARD JAY WOOD I certify under PENALTY OF PERJURY under the Canlllli::ion,# 1917101 laws of the State of California that the foregoing NoWy Pallia - CaiMonVe paragraph is true and correct. suranMnb call" My Comm. E i s< N r 3 201 WITN my hand icial seal. Sig Place Notary Seal Above nature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Q Document Date: Number of Pages: 8 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: © 2010 National Notary Association • NationalNotary.org - 1 -800 -US NOTARY (1-800-876-6827) First American Title PU Item #5907 (c C First American Title DOC #2013-0410562 Page 10 of 12 08/21/2013 12:32 PM ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary Date Commission Ext Notary Identification Number /777 [ D (For Noes commis after County where bond is filed � v ManufacturerNendor Identification Number (For Notaries commissioned after 1-1-1992) Place of Execution of this Declaration BREA Date y / 4 ZD13 First American Title First American Title DOC #2013-0410562 Page 11 of 12 08/21/2013 12:32 PM EXHIBIT A DESCRIPTION OF THE SITE The land referred to in this Site Lease is situated in the County of Riverside, State of California, and is described as follows: Blocks 130 and 131 of Unit No. 14, Santa Carmelita, at Vale La Quinta, in the City of La Quinta, County of Riverside, State of California, as per Map recorded in book 18, page(s) 82 and 83 of Maps, in the office of the County Recorder of said County. A-1 344129_1.DOC First American Title First American Title DOC #2013-0410562 Page 12 of 12 08/21/2013 12:32 PM CERTIFICATE OF ACCEPTANCE This is to certify that the interest in real property conveyed by the Site Lease, dated as of August 1, 2013, from the Desert Recreation District, as lessor (the "District"), to the CSDA Finance Corporation (the "Corporation"), as lessee, is hereby accepted by the undersigned officer on behalf of the Corporation, pursuant to authority conferred by the Board of Directors of the Corporation adopted on July 29, 2013, and the lessee consents to recordation thereof by its duly authorized officer. Dated: August 1, 2013 CSDA FINANCE CORPORATION /l/.G!(, G�'fc C�v� •vi � CLL 344129_ 1.DOC First American Title First American Title 14. Exception_16_20130410563 3 Rr5i Armorlcetn T+�e S1rG1hCe Com ��-,�na I I � G� I �rvi tos AFTER RECORDATION RETURN TO: Nossaman LLP 18101 Von Karman Avenue, Suite 1800 Irvine, CA 92612 Attention: Jeff A. Stava, Esq. DOC # 2013-0410563 08/21/2013 12:32 PM Fees: $0.00 Page 1 of 8 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder **This document was electronically submitted to the County of Riverside for recording** Receipted by: LCWEATHERS THIS TRANSACTION IS EXEMPT FROM CALIFORNIA DOCUMENTARY TRANSFER TAX PURSUANT TO SECTION 11929 OF THE CALIFORNIA REVENUE AND TAXATION CODE. THIS DOCUMENT IS EXEMPT FROM RECORDING FEES PURSUANT TO SECTION 27383 OF THE CALIFORNIA GOVERNMENT CODE. MEMORANDUM OF LEASE AGREEMENT This Memorandum of Lease Agreement (this "Memorandum of Lease Agreement"), is entered into as of August 1, 2013, between the CSDA FINANCE CORPORATION, a non-profit public benefit corporation organized and existing under the laws of the State of California, as lessor (the "Corporation"), and the DESERT RECREATION DISTRICT, a special district organized and existing under and by virtue of the laws of the State of California, and formerly known as the Coachella Valley Recreation and Park District, as lessee (the "District"), who agree as follows: Section 1. The Lease. The District leases from the Corporation, and the Corporation leases to the District, certain real property described in Section 2 hereof, and the improvements situated upon said real property, upon the terms and conditions, and for the term, more fully set forth in the Lease Agreement, dated as of August 1, 2013, between the Corporation, as lessor, and the District, as lessee (the "Lease Agreement"), all of the provisions of which are hereby incorporated into this Memorandum of Lease Agreement by reference. Section 2. Leased Premises; Term. The Corporation leases, lets and demises unto the District and the District leases, hires and takes from the Corporation, that certain parcel of real property situated in Riverside County, State of California, more particularly described in Exhibit A attached hereto and made a part hereof (collectively, the "Site"), and those certain improvements on the Site (the "Facility"). The Lease Agreement is for a term commencing on the date of recordation of this Memorandum of Lease Agreement and ending on September 1, 2020, or such earlier or later date on which the Lease Payments (as defined in the Lease Agreement) are paid in full or provision has been made for such payment in accordance with the Lease Agreement. Section 3. Assignment of Lessor's Rights Under Lease Agreement; No Merger of Title. The parties hereto acknowledge that pursuant to the Assignment Agreement, dated as of 344131_1.DOC First American Title ' \- 6 '2D �%0�-- 2\ First American Title DOC #2013-0410563 Page 2 of 8 08/21/2013 12:32 PM August 1, 2013, by and between the Corporation and Compass Bank, an Alabama banking corporation (the "Assignee"), recorded concurrently herewith, the Corporation has assigned, transferred and delivered to the Assignee, all of its rights, title and interest in, to and under the Site Lease (as defined in the Lease Agreement) and the Lease Agreement. Section 4. Provisions Binding on Successors and Assigns. Subject to the provisions of the Lease Agreement relating to assignment and subletting, the Lease Agreement shall inure to the benefit of and shall be binding upon the Corporation and the District and their respective successors and assigns, including the Assignee. Section 5. Purpose of Memorandum. This Memorandum of Lease Agreement is prepared for the purpose of recordation, and it in no way modifies the provisions of the Lease Agreement. Section 6. Execution. This Memorandum of Lease Agreement may be executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. Section 7. State Law. This Memorandum of Lease shall be governed by and construed in accordance with the laws of the State of California. IN WITNESS WHEREOF, the Corporation has caused this Memorandum of Lease Agreement to be executed in its corporate name by its duly authorized officer; and the District has caused this Memorandum of Lease Agreement to be executed in its name by its duly authorized officer, as of the date first above written. -2- 344131 _ 1. DOC First American Title CSDA FINANCE CORPORATION By: ( �� Title: DESERT RECREATION DISTRICT an General Manager First American Title DOC #2013-0410563 Page 3 of 8 08/21/2013 12:32 PM CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE S 11an State of California Countyof �.( �✓� On J / before me, /L l \ �d �o� `(� tel^ jwr f f� Date s Here Insert Name and Title of the Officer' personally appeared /Ve-I '& Ley fZ Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS ZM:g,7ial seal. Signat ublic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document f 17 A Title or Type of Document: Document Date: Signer(s) Other Than Named Above: im Capacity(les) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual Welwo ❑ Partner — ❑ Limited ❑ GeneralTop of thumb here Ll Attorney in Fact Ll Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: of Pages: ❑ Corporate Officer — Title(s): e ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing v zvty Nanonai Notary Association • NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) First American Title Item #5907 First American Title DOC #2013-0410563 Page 4 of 8 08/21/2013 12:32 PM ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE: 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary Date Commission ExI Notary Identification Number / /D (For Noes co mmissioned after - - County where bond is filed J�992) ManufacturerNendor Identification Number AW4 (For Notaries commissioned after 1-1-1992) Place of Execution of this Declaration BREA Date� �' 3 First American Title First American Title DOC #2013-0410563 Page 5 of 8 08/21/2013 12:32 PM August 1, 2013, by and between the Corporation and Compass Bank, an Alabama banking corporation (the "Assignee"), recorded concurrently herewith, the Corporation has assigned, transferred and delivered to the Assignee, all of its rights, title and interest in, to and under the Site Lease (as defined in the Lease Agreement) and the Lease Agreement. Section 4. Provisions Binding on Successors and Assigns. Subject to the provisions of the Lease Agreement relating to assignment and subletting, the Lease Agreement shall inure to the benefit of and shall be binding upon the Corporation and the District and their respective successors and assigns, including the Assignee. Section 5. Purpose of Memorandum. This Memorandum of Lease Agreement is prepared for the purpose of recordation, and it in no way modifies the provisions of the Lease Agreement. Section 6. Execution. This Memorandum of Lease Agreement may be executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. Section 7. State Law. This Memorandum of Lease shall be governed by and construed in accordance with the laws of the State of California. IN WITNESS WHEREOF, the Corporation has caused this Memorandum of Lease Agreement to be executed in its corporate name by its duly authorized officer; and the District has caused this Memorandum of Lease Agreement to be executed in its name by its duly authorized officer, as of the date first above written. -2- 344131_1.DOC First American Title CSDA FINANCE CORPORATION By: _ Title: DESERT RECREATION DISTRICT By: ka Gener4 Manager Kms-, j JK A�t^A -1 First American Title DOC #2013-0410563 Page 6 of 8 08/21/2013 12:32 PM State of California County of Riverside Onod IgIV13 before me AAYWEQrakkN rokkL personally [Date] I J [Notary Name] appeared [Name(s) of Signers] who proved to me on the basis of satisfactory evidence to be the person whose name( subscribed to the within instrument and cknowledged to me that he/s /thd executed the same in his/h h authorized capacityXs), s), and that by his/haflt r signature R'Ion the instrument the person( , or the entity upon behalf of which the persoryW acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Witness my hand and official seal. Si nature: J (l r% g UM [Signa re of Notary Public] First American Title DELLSY VARGAS SORABIA Commission # 1950327 Z . �+: Notary Public - California Z Riverside CountyI My Comm. Expires Aug 29, 2015 Place Notary Seal Above First American Title DOC #2013-0410563 Page 7 of 8 08/21/2013 12:32 PM EXHIBIT A DESCRIPTION OF THE SITE The land referred to in this Memorandum of Lease is situated in the County of Riverside, State of California, and is described as follows: Blocks 130 and 131 of Unit No. 14, Santa Carmelita, at Vale La Quinta, in the City of La Quinta, County of Riverside, State of California, as per Map recorded in book 18, page(s) 82 and 83 of Maps, in the office of the County Recorder of said County. A-1 344131_1.DOC First American Title First American Title DOC #2013-0410563 Page 8 of 8 08/21/2013 12:32 PM CERTIFICATE OF ACCEPTANCE This is to certify that the interest in real property conveyed by the Memorandum of Lease, dated as of August 1, 2013, from the CSDA Finance Corporation (the "Corporation") as lessor, to the Desert Recreation District (the "District"), as lessee, is hereby accepted by the undersigned officer on behalf of the District, pursuant to authority conferred by resolution of the District Board adopted on July 10, 2013, and the District consents to recordation thereof by its duly authorized officer. Dated: August 1, 2013 DESERT RECREATION DISTRICT By: General Manager First American Title First American Title 15. Color Map_1_Plotted Easements �5.AMERIC9 v First American Title Company TRA 020.75fi � rJ3 TRA 0J0-207 ^ 1^^214 d� 3 ,00 81� 6� ,00 13 M �_ — C4 C4 g-2 4 ti 91". 7 /,1 O 7 - 10 s N 78C — � 1.3�3IJAC MIL 0 so aa a _ 6 re I n l to I -11 ao ao 00 \ 11 \ 77�; 7 5 8 / 7 soda 76\ / i 6 / 077 ' S t 6 6 01a / SAS ea.4 3 m 6 25 74 I 2 1" � ��8 eoR 7 16 \ ae.s, ao 8 2,\ J a sh, 13 C* — �L10 072 53 rz 7 \ i'TER SHE273F3354 PAR 1 Pl IS — .o BLOCK 12.E 330 \ ' i� \ 13E % 10� 09 \'\, TRA 020.75fi � rJ3 TRA 0J0-207 ^ 1^^214 d� 3 — — 20 6� ,00 13 Reference No.: 4710050 County: Riverside 8 0 0 5� 's 3 — — 20 13 M �_ — C4 C4 19 TRA 020-177 S 10 7 - 10 s N 78C 0 so aa a _ 6 re I n l to I -11 ao ao 00 \ 11 \ 77�; 8 / 7 soda 76\ / i 6 / 077 ' S — — / 4 1 � i3 /24p n 14( �- 13 BLOCK rz 7 \ i'TER 330 \ ' i� % 10� N W E S Plotted Easements Legend = PIQ 10/09/1935 Bk254 Pg471 (Utilities - Not Plottable) ® 08/06/1980 #142172 (Public Utility) This map may or may not be a survey of the land depicted hereon. Tax ID: 773-074-002-0 Map Not You should not rely upon it for any purpose other than orientation to the general location of the parcel or parcels depicted. First Short Legal: Blocks 130 & 131 Tract Map Bk18 Pg82 To Scale American Title expressly disclaims any liability for alleged loss or damage which may result from reliance upon this map. First American Title REC060ING REQUESTED 6Y MCINTOSH, ZUNDEL & MORROW ,K In A ti b ANDWHEN RECORDED MAI,_ TO 84S N.McI McINTOS.H, ZUNDEL & MORROW ' r. H as A Professional Lew Corporati ADDRESS P. O. Drawer C "TATE STATE Palm Desert, CA 92260 SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX TAX STATEMZNTf'YO NAME Coachella Valley Recreation I Documentary.transfer tax 8....�nNE and Park District ❑ Computed on full value of prolierry conveyed, or ,ADDRESS 46-440 Jackson f-1Computedon fall value les: liens .\ encumbrance; `STAT .� Indio, CA 92201 remaining thereon at time of sale. -- Signature of declarant or agent determining tax - firm name J I;nincorporated area ❑City of ...... RiVersi.,de„ County FlorpDration Grant Deed t — '7i FO)( A \'AL.I`ABI.E CONSIDERATION_ receipt of which is hereby ackn,,tvlvdre( SANTA CARMELITA MUTUAL WATER COMPANY, a California Corporation, a t orporation or, aoiaed under the laws of the Slate of California hereby GRA1TISr to COACHELLA VALLEY RECREATION AND PARKS DISTRICT the following described real,prop-rty in the rount)• of Riverside state of California: Block 130 and 131,, Santa Carmel.ita Unit No. 14 at Vale La Ouinta, Riverside County, California, as per map recorded in the Office of the County Recorder of said County. This Deed is subject to any covenants, conditions and restrictions of record, including the restrictions in the Deed under which the property was granted to Grantor by the Trustees under the Will of Harry Kiener and Mrs. Catherine Virginia Adams, dated July.25, 1951. Dated _. Au9uS-t._2 8,..__333$....- SI ATF OF CA1.IF•ORtitA, stet NTl OF Los Angeles `s. On August 28, 1978. _ before me'. the Ilnder- signed, a Notary 1',.1rlir in and for said County and State. personally appear -d ... STANLEY G. _ SWARZM&-Nl -- -- known to me to he the. . .. .. President, arid-. ... CHARLOTTE C. -HAMPTON , known to me to be Secretary of the corporation that executed the. within Instrument, known to me to he the person, who executed the within Instrument on behalf of the corporation therein named, quit acknowlydge to me that such'rorlinration rxrcuted the within instrument suant to its bylaw or r elution of its lx/ard of directors,. -- - — �iguature Title Order 1o._-.-- a L-2 (G.S ) (Rev. 5-67)(® PL) ti SANTA CARMELITA MUTUAL WATER COMPANY, a California Corporation ,Stanley Swarzifians. President BY._: Charlotte C. Hampton Secretary- FOR NOTARY STEAL OR STAMP e 76FFICIAZ7 SEAL SANFORD SILL low NOTARY PUSUC — CALIFORMA PRINCIPAL OFFICE IN LOOS ANc.ELEB COUNTY M1 COMR11SiK1R E*m 0(IalllW .% 1980 _ J ------ NO. - ._ . _..._- -._..Escrow NO. __-_. _....-------- - -- -- - MAIL TAX STATEMENTS AS DIREC.'TED ABOVE r' Em as ' `.. a,' 5.+.x7`> - -, `r:.• r �y-"IIS qty "� � WEAN RECORDED :MAIL TO: MCINTOSH, SUNDEL i MORROW ` A Professional Law Corporation Pe Ow Drawer C Palm Desert, CA 92250 CERTIFICATE OF ACCEPTANCE eOACHELLA-VALLEY RECREATION AND PARK DISTRICT hereby accepts , the'Corporation Grant Deed from SANTA CARMELITA MUTUAL WATER COMPANY, a California Corporation that property legally des- cribed as: Block 130 and 131, Santa Carmelita Unit No.. 14. at Vale to Quinia, Riverside County, California, as per map recorded in -the Office, of the''County •Recorder of said County. Dated: Septemberl1978 . COACHELLA VALLEY RECREATION AND PARK DISTRICT By �z By p 7 F, It verizonwireless SBA PARQUINTA SBA SITE ID: CA45514 77-865 1/2 AVENIDA MONTENZUMA LA QUINTA, CA 92253 VICINITY MAP Caiie Tampicn 2 F n A�ec�a4 �dL11ZZd D = Aver t � n ? ontemmaLa Qui' /illage Park a w' CV cal P SITE til Mezuma i u Post Office Lok i Calk Hidalgo Wishes kku DRIVING DIRECTIONS FROM VERIZON WIRELESS HEADQUARTERS (15505 SAND CANYON AVE, IRVINE, CA 92618) DEPART FROM SAND CANYON AVE. TOWARD BARRANCA PKWY, 0.3 MILES, TURN LEFT ON BARRANCA PKWY. 1.1 MILES, TURN RIGHT ONTO PACIFICA 466 FT., TAKE RAMP RIGHT AND FOLLOW SIGNS FOR CA -133 N. 4.0 MILES, KEEP STRAIGHT ONTO 146 0.2 MILES, TAKE RAMP LEFT FOR CA -241 N 12.0 MILES, AT EXIT 39A, TAKE RAMP RIGHT FOR CA -91 EAST TOWARD RIVERSIDE 24.5 MILES, TAKE RAMP RIGHT FOR CA -60 EAST TOWARD INDIO/SAN DIEGO 0.9 MILES, KEEP STRAIGHT ONTO 1-215 S./CA-60 E. 4.4 MILES, KEEP LEFT ONTO CA -60 E. 18.0 MILES, TAKE RAMP LEFT FOR 1-10 E 43.6 MILES, AT EXIT 137, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WASHINGTON STREET 0.2 MILES, TURN RIGHT ONTO WASHINGTON ST. 4.7 MILES, TURN RIGHT ONTO EISENHOWER DR. 1.8 MILES, TURN LEFT ONTO CALLE TAMPICO 0.1 MILES, TURN RIGHT ONTO AVENIDA MEDOZA 423 FT., TURN RIGHT ONTO AVENIDA MONTEZUMA 36 FT, DESTINATION WILL BE ON THE LEFT. GENERAL CONTRACTOR NOTES CONTRACTOR SHALL VERIFY ALL PLANS WITH EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONS18LE FOR THE SAME, PROJECT DIRECTORY SITE OWNER: SBA COMMUNICATIONS CORPORATION 5900 BROKEN SOUND PARKWAY NW BOCA RATON, FLORIDA 33487 APPLICANT: VERIZON WIRELESS 15505 SAND CANYON DRIVE BUILDING "D" 1st FLOOR IRVINE, CALIFORNIA 92618 SITE DESIGN: JACOBS ENGINEERING GROUP, INC. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 CONTACT: AMIEE WEEKS (949) 224-7891 PARCEL OWNER: COACHELLA VALLEY RECREATION& PA 77-685 1/2 AVENIDA MONTEZUMA LA QUINTA, CA 92255 SURVEYOR: N/A HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION HANDICAP ACCESS IS NOT REQUIRED. PLUMBING REQUIREMENTS FACILITY HAS NO SANITARY OR POTABLE WATER. DIG ALERT I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG SITE SUMMARY SITE TYPE: TOWER TYPE: ELEVATION: TOWER LATITUDE: TOWER LONGITUDE: ZONING JURISDICTION: ZONING CLASSIFICATION: PARCEL ID: POWER COMPANY: TELEPHONE COMPANY: COLOCATION MONPALM TOWER 45' FEET A.M.S.L. 33' 40' 34.80" -116' 18' 22.90" CITY OF LA QUINTA IP 773-074-002 IMPERIAL IRRIGATION DISTRICT UNKNOWN PROJECT DESCRIPTION INSTALLATION OF NCO WIRELESS CELL SITE EQUIPMENT FOR VERIZON WIRELESS WITHIN AN EXISTING UNMANNED FACILITY. PROJECT CONSISTS OF (6) PANEL ANTENNAS, (4) EQUIPMENT RACKS WITHIN EXISTING SHELTER AND CONNECTIONS AS REQUIRED FOR POWER, RF, AND TELCO SERVICES. CODE COMPLIANCE CALIFORNIA STATE CODE COMPLIANCE: 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 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: # 2013 CALIFORNIA ADMINISTRATIVE CODE • 2010 CALIFORNIA FIRE CODES (INCL. TITLES 24 & 25) • 2010 CALIFORNIA ENERGY • 2013 CALIFORNIA BUILDING CODES CODES • 2013 CALIFORNIA ELECTRICAL CODES • TIA-222-G CODES • 2013 CALIFORNIA MECHANICAL CODES • LOCAL BUILDING CODES • 2013 CALIFORNIA PLUMBING CODES • CITY/COUNTY ORDINANCES FCC NOTE THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. PROJECT APPROVAL LANDLORD: PROJECT MANAGER: CONSTRUCTION MANAGER: RF ENGINEER: SITE ACQUISITION: ZONING MANAGER: UTILITY COORDINATOR: W. V / (ZA/- ,-L i. y APPRaVED BY PiANNINQ DEPARTMENT BY EXHIBIT Xi CASE NO. ^'trn FOR \/ VerfZnwireless 15505 SAND CANYON AVENUE BLDG, D. FIRST FLR. IRVINE, CALIFORNIA 92619 949.286 ]000 PREPAREO BY JACOBS° -1--h. Engi-ring Group. I- 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 O 102O/14 ISSUED -OR N OR FLP RUO CONST.O I NO. DATE REVISIONS BY I NOT VALID WITHOUT SIGNATURE AND GATE -VERIZON SFE i0'. a M Ln Z o N w Q Clan=iV Li N H Q LCA Q Z a 00 �y Q � V J'^� V , TOWER OWNER SITE 10: CA4551 4 PREPARED BY APPROVED BY: M- GEISLER DESIGNED BY L. PAYNE PROJECT NO: EQ352100 DATE: 0823/14 SHEET NAME TITLE SHEET SHEET NL—BER- T-1 UMBERT-•1 SHEET INDEX SHEET NO. SITE SPECIFIC SHEETS REV. DATE T-1 TITLE SHEET 0 10/20/14 SP -1 GENERAL INFORMATION SPECIFICATIONS 0 10/20/14 SP -2 GENERAL INFORMATION SPECIFICATIONS 0 10/20/14 A-1 OVERALL SITE PLAN 0 10/20/14 A-2 ENLARGED SITE PLAN 0 10/20/14 A-3 ANTENNA ORIENTATIONS 0 10/20/14 A-4 SOUTH ELEVATIONS 0 10/20/14 A-5 EAST ELEVATIONS 0 10/20/14 A-6 DETAILS 0 10/20/14 E-1 GENERAL ELECTRICAL NOTES 0 10/20/14 E-2 AC POWER PLAN AND DETAILS 0 10/20/14 E-3 EQUIPMENT GROUNDING PLANS 0 10/20/14 E-4 ELECTRICAL DETAILS 0 10/20/14 FILE"C'M" RECEIVED OCT 2 1 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT FOR \/ VerfZnwireless 15505 SAND CANYON AVENUE BLDG, D. FIRST FLR. IRVINE, CALIFORNIA 92619 949.286 ]000 PREPAREO BY JACOBS° -1--h. Engi-ring Group. I- 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 O 102O/14 ISSUED -OR N OR FLP RUO CONST.O I NO. DATE REVISIONS BY I NOT VALID WITHOUT SIGNATURE AND GATE -VERIZON SFE i0'. a M Ln Z o N w Q Clan=iV Li N H Q LCA Q Z a 00 �y Q � V J'^� V , TOWER OWNER SITE 10: CA4551 4 PREPARED BY APPROVED BY: M- GEISLER DESIGNED BY L. PAYNE PROJECT NO: EQ352100 DATE: 0823/14 SHEET NAME TITLE SHEET SHEET NL—BER- T-1 UMBERT-•1 00000 - GENERAL INFORMATION A. PROJECT NAME: VERIZON WIRELESS 'PAROUINTA' B. THIS FACIUTY IS AN UNOCCUPIED CELLULAR TELEPHONE COMPANY EQUIPMENT FACILITY. C. THE OCCUPANCY CLASSIFICATION IS PUBLIC UTILITY PER RUC- DECISION N0, 86-06-058 AND 15 EXEMPT FROM HANDICAP REQUIREMENTS PER TITLE 24, SECTION 2-712(8) 5. AS IT PERTAINS TO THE AMERICANS WITH DISABILITY ACT (ADA). ACCESSIBILITY IN NOT REQUIRED SINCE THIS IS A NONOCCUPIABLE SPACE AND FREQUENTED ONLY BY SERVICE PERSONNEL PER ADMG SECTION 4.1.1.(513), THIS SPACE IS NOT FOR HUMAN OCCUPANCY, D. CONTRACTING DOCUMENTS, INCLUDING BUT NOT UNITED TO: INSTRUCTIONS TO BIDDERS, BID FORM, AGREEMENT FORM, BONDS, GENERAL CONDITIONS. AND SUPPLEMENTAL CONDITIONS, SHALL BE AS SUPPLIED BY CARRIER TO BIDDERS. THIS BIDDING DOCUMENT IS NOT PMT OF THE CONTRACT DOCUMENTS UNLESS REFERENCED IN THE OWNER/ CONTRACTOR AGREEMENT. E. TO OBTAIN BIDDING DOCUMENTS CONTACT: VERIZON WIRELESS 15505 SMD CANYON AVENUE IRVINE, CALIFORNIA 92618 PHONE: (949) 286-7000 F. SUBMISSION OF BIDS: SUBMIT BIDS IN COMPLIANCE WITH REQUIREMENTS STATED IN CONTRACTDOCUMENTS AS SUPPLIED BY CARRIER TO BIDDERS OF RECORD. SUBMIT BIDS TO CARRIER CONSTRUCTION PROJECT MANAGER AS NOTED ABOVE. G. CARRIER RESERVED THE RIGHT TO REJECT OR ACCEPT ANY OR ALL BIDS OR TO ENTER INTO NEGOTIATIONS WITH ANY BIDDER. CARRIER RESERVES THE RIGHT 10 WAIVE ANY ALLEGED BREACH OF TECHNICAUTY. H. CARRIER RESERVES THE RIGHT TO MODIFY THE CONTRACT DOCUMENTS AND REBID THE PROJECT, IF NECESSARY, TO MEET ITS BUDGETARY REQUIREMENTS. 1. QUESTIONS: DURING THE BOOING PERIOD, SUBMIT QUESTIONS IN WRITING TO THE ENGINEER'S OFFICE QUESTIONS SHALL BE SUBMITTED ONLY BY BIDDERS OF RECORD. QUESTIONS WILL BE ANSWERED IN WRITING AND COPIES DISTRIBUTED TO BIDDERS OF RECORD. J. SITE VISIT: A SITE VISIT IS REQUIRED TO REVIEW THE SCOPE OF WORK AND EXISTING SITE CONDITIONS. CARRIER WILL ARRANGE A BID WALK ON SITE AND NOTIFY ALL BIDDERS. K. ALL EXISTING CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED PRIOR TO SUBMISSION OF BIDS. ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS, ETC. SHALL BE REPORTED TO THE ENGINEER OR CARRIER IN WRITING BEFORE PROCEEDING WITH ANY WORK. L EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION, IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE ENGINEER AND CARRIER SHALL BE NOTIFIED IN WRITING SUCH THAT MODIFICATIONS CAN BE MADE TO THE DRAWINGS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, M . EXISTING UTILITIES: LOCATE ALL EXISTING UTILRIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. BEAR ALL RELATED EXPENSES FOR REPAIR AND REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE IN CONJUNCTION WITH THE EXECUTION OF THE WORK. N . ANY ALTERATIONS TO EXISTING FIRE PROTECTION FACILITIES WILL REQUIRE CLEARANCE AND PERMITS FROM THE GOVERNING FIRE DEPARTMENT AND OTHER AGENCIES. END OF GENERAL INFORMATION DIVISION I - GENERAL REOUIREMENTS SECTION 01110 - SUMMARY OF WORK PART 1 - GENERAL 1.01 SUMMARY A PROJECT SUMMARY: 1. PLEASE SEE THE TITLE SHEET, T-1, FOR PROJECT DESCRIPTION. 2. EXISTING BUILDING CONSTRUCTION TYPE: V -N, NON -SPRINKLED 3. "OR SYSTEMS: ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, B, PARTICULAR PROJECT REQUIREMENTS 1. EXISTING SITE CONDITIONS AND RESTRICTIONS: VERIFY WITH PROPERTY OWNER, 2. SEQUENCING & SCHEDULING REQUIREMENTS: VERIFY WITH PROPERTY OWNER. 3. COORDINATE WORK WITH CONCURRENT RENOVATION WORK ELSEWHERE ON SITE. 4. PRIOR HAZARDOUS WASTE OF HAZARDOUS MATERIALS ABATEMENT WORK BY PROPERTY OWNER OR OTHERS: NONE KNOWN, VERIFY WITH PROPERTY OWNER. 5, CARRIER- PRE ORDERED, CONTRACTOR -PURCHASED -INSTALLED ITEMS: COORDINATE WITH CM. 6. CARRIER -PURCHASED, CARRIER -INSTALLED ITEMS: RADIO EQUIPMENT, BATTERIES. RECTIFIERS. 7. CARRIER -PURCHASED, CONTRACTOR -INSTALLED ITEMS: RADIO FRAMES, ANTENNAS. B. OCCUPANCY OF ADJACENT FACILITIES: COORDINATE WITH PROPERTY OWNER, 9. CONTRACTOR USE OF NEW & EXIST. FACILITIES: COORDINATE WITH PROPERTY OWNER, C. PERMITS: APPLY FOR, OBTAIN, AND PAY FOR PERMITS, LICENSES, OR INSPECTIONS REQUIRED TO PERFORM WORK. SUBMIT COPIES TO ENGINEER. CARRIER SHALL REIMBURSE FOR THE COST OF ALL PUNITS. D- CODES: COMPLY WITH APPLICABLE CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. SUBMIT CORES OF INSPECTION REPORTS. NOTICES AND SIMILAR COMMUNICATIONS TO ENGINEER. E. DIMENSIONS: VERIFY ACCURACY OF DIMENSIONS INDICATED 0 DRAWINGS WITH FIELD DIMENSIONS BEFORE FABRICATION OR ORDERING MATERIALS. DO NOT SCALE DRAWINGS. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED BY A PLUS OR MINUS DIMENSION. DETAILED DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DO NOT BEGIN ANY CONSTRUCTION OR OFF SITE FABRICATION UNTIL DRAWING DIMENSIONS ARE VERIFIED WITH ACTUAL FIELD CONDITIONS. FROM CONDITIONS: NOTIFY ENGINEER IN WRITING OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT PROCEED WITH WORK IN QUESTION WITHOUT PRIOR WRITTEN APPROVAL. DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITH PRIOR WRITTEN APPROVAL 0 DETAILS ARE CONSIDERED TO BE DIAGRAMMATIC IN NATURE AND ARE INTENDED 10 SHOW THE END RESULT OF THE DESIGN. IF THEY ARE CONSIDERED TO BE UNSOUND. UNSAFE. N0T WATERPROOF, OR NOT WITHIN THE CUSTOMARY TRADE PRACTICES, THE ENGINEER AND THE CARRIER SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. IF WORK IS PERFORMED. DEVILS PERTAINING THERETO SHALL BE CONSIDERED SATISFACTORY. SHOULD MINOR MODIFICATIONS BE REQUIRED TO SUIT JOB CONDITIONS THOSE SHALL BE INCLUDED AS PART OF THE WORK, H. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. SHOULD OUESTONS ARISE REGARDING THOR EXACT MEANING, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. J. DEFINITIONS FOR TERMS USED IN THE SPECIFICATIONS: I. PROVIDE: FURNISH AND INSTALL. COMPLETE WITH ALL NECESSARY ACCESSORIES. READY FOR INTENDED USE. PAY FOR ALL RELATED COSTS. 2. APPROVED: ACCEPTANCE OF REM SUBMITTED FOR APPROVAL NOT A LIMITATION OR RELEASE FOR COMPLIANCE PATH THE CONTRACT DOCUMENTS OR REGULATORY REQUIREMENTS. REFER TO LIMITATIONS OF 'APPROVED' IN GENERAL AND SUPPLEMENTARY CONDITIONS. 3. MATCH EXISTING: MATCH EXISTING AS ACCEPTABLE TO PROPERTY OWNER. L. INTENT: DRAWINGS AND SPECIFICATIONS ARE INTENDED 10 PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK SUITABLE FOR ME INTENDED USE OF CARRIER. ANYTHING NOT EXPRESSLY SR FORTH BUT WHICH IS REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT SHALL BE INCLUDED. M. WRITING STYLE: SPEDFICATIONS ARE WRITTEN IN THE IMPERATIVE MODE. EXCEPT WHERE SPECIFICALLY INTENDED OTHERWISE. THE SUBJECT OF ALL IMPERATIVE STATEMENTS IS THE CONTRACTOR. FOR EXAMPLE, 'PROVIDE TILE', MEMS 'CONTRACTOR SHALL PROVIDE TILE.' END OF SECTION SECTION 01300 - ADMINISTRATIVE REQUIREMENTS PART 1 - GENERAL 1,01 SUMMARY A PROVIDE DIRECTION, SUPERVISION, AND COORDINATION OF WORK: 1. MEANS, METHODS, TECHNIQUES. PROCEDURES, AND SEQUENCES 2. SUPERVISORY PERSONNEL 3, PRECONSTRUCTION CONFERENCE 4. WEEKLY MEETINGS: DISTRIBUTE MINUTES 5. OTHER MEETINGS 6, INSTALLATION OF RADIO EQUIPMENT WITH CARRIER B. SUBMIT ONLY AND SPECIAL REPORTS, C. SUBMIT PROGRESS SCHEDULE, BM -CHART TYPE, UPDATED WEEKLY_ D. PREPARE SUBMITTAL SCHEDULE; COORDINATE WITH PROGRESS SCHEDULE. E- SUBMIT SCHEDULE OF VALUES. F. SUBMIT SCHEDULE OF REQUIRED TESTS INCLUDING PAYMENT AND RESPONSIBILITY G. PERFORM SURVEYS: 1. LAYING OUT THE WORK AND VERIFYING LOCATIONS DURING CONSTRUCTION. H. SUBMIT AND POST A LIST OF EMERGENCY TELEPHONE NUMBERS AND ADDRESSES FOR INDIVIDUALS 10 BE CONTACTED IN CASE OF EMERGENCY, J. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL N01 BE USED BY WORKMEN, ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. K. SUBMIT RECORD DRAWINGS AND SPECIFICATIONS; TO BE MAINTAINED AND ANNOTATED BY CONTRACTOR AS WORK PROGRESSES. ALL REVISIONS, ADDENDA AND CHANGE ORDERS ARE TO BE RECORDED THEREIN. L. SUBMIT PAYMENT REQUEST PROCEDURES, M. PERFORM QUALITY CONTROL DURING INSTALLATION. N, CLEAN AND PROTECT THE WORK. 0. ALL RUBBISH AND WASTE MATERIALS SHALL BE REMOVED FROM JOB SITE ON A REGULAR BASIS. STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON COMPLETION OF WORK IS REQUIRED, ALL AREAS ARE TO BE LEFT IN A CLEAN BROOM FINISH AT THE END OF EACH DAY. P. MAINTAIN COMPLETE SITE SECURITY DURING ALL PHASES OF CONSTRUCTION PER CHAPTER 33 OR THE U.B.C. ENO OF SECTION SECTION 01330 - SUBMITTALS PARI I - GENERAL 1.01 SUMMARY A COMPLY WITH PROJECT FORMAI FOR SUBMITTALS. B. PROVIDE SUBMITTALS IN INDIVIDUAL SECTIONS & NUMBER OF COPIES REQUIRED. 7. SHOP DRAWINGS, REVIEWED AND ANNOTATED BY THE CONTRACTOR - SEPIAAND TWO BLACKLINE PRINTS ' 2. PRODUCT DATA - 4 COPIES 3. SAMPLES -2, PLUS EXTRA AS REQUIRED TO INDICATE RANGE OF COLOR, FINISH, AND TEXTURE TO BE EXPECTED 4. MOCK -UPS -AS REQUIRED IN THE INDIVIDUAL SECTIONS 5. INSPECTIONS AND TESTS REPORTS - 4 COPIES 6. WARRANTIES - 4 COPIES 7. SURVEY DATA - 4 COPIES 8, CLOSEOUT SUBMITTALS- 4 COWES 9. PROJECT PHOTOGRAPHS - 4 BXID BLACK AND WHITE PRINTS EACH WEEK AND Al THE BEGINNING AND END OF CONSTRUCTION - INCLUDE NEGATIVES C. PROVIDE REQUIRED RESUBMITTALS IF ORIGINAL SUBMITTALS ARE NOT ACCEPTED. PROVIDE DISTRIBUTION OF ACCEPTED COPIES INCLUDING MODIFICATIONS AFTER ACCEPTANCE OF SUBMITTALS. D. SAMPLES AND SHOP DRAWINGS SHALL BE PREPARED SPECIFICALLY FOR THIS PROJECT. SHOP DRAWINGS SHALL INCLUDE DIMENSIONS AND DETAILS, INCLUDING ADJACENT CONSTRUCTION AND RELATED WORK. NOTE SPECIAL COORDINATION REQUIRED. NOTE ANY DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS. E, PROVIDE WARRANTIES AS SPECIFIED; WARRANTIES SHALL NOT LIMIT LENGTH OF TIME FOR REMEDY OF DAMAGES CARRIER MAY HAVE BY LEGAL STATUTE. WARRANTIES SHALL BE SIGNED BY CONTRACTOR. SUPPLIER OR INSTALLER RESPONSIBLE FOR PERFORMANCE OF WARRANTY, END OF SECTION SECTION 01400 - QUALITY REQUIREMENTS PART I - GENERAL 1.01 SUMMARY A. COMPLY MTH ALL LOCAL CODE REGULATIONS AND STATE DEPARTMENT OF INDUSTRIA REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. B. ALL AREAS OF THE JOB SITE SHALL BE PROTECTED FROM DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. DAMAGE TO NEW AND EXISTING CONSTRUCTION TO BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AND CARRIER, AT THE SOLE EXPENSE OF THE CONTRACTOR. C. SAFEGUARD THE OWNER'S PROPERTY DURING CONSTRUCTION. ANY DAMAGE OCCURRING TO THE OWNER'S PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 0. IMPROPER DR INFERIOR MATERIALS AND WORKMANSHIP APPEARING WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE OF WORK UNDER THIS CONTRACT SHALL BE REPLACED TO THE SATISFACTION OF THE CARRIER AND ME OWNER. END OF SECTION SECTION 01630 -PRODUCT SUBSTITUTION REO'TS PART 1 - GENERAL 1.01 SUMMARY A LIST PRICE FOR EACH ALTERNATE IN BID FORM. INCLUDE COST OF MODIFICATIONS 10 OTHER WORK AS NEEDED FOR ALTERNATE. INCLUDE RELATED COSTS SUCH AS OVERHEAD. B. CARRIER WILL DETERMINE WICH ALTERNATES ARE SELECTED FOR INCLUSION IN THE CONTRACT, C. ALTERNATES ARE DESCRIBED BRIEFLY IN THIS SECTION, THE CONTRACT DOCUMENTS DEFINE THE REQUIREMENTS FOR ALTERNATES. 0. COORDINATE ALTERNATES WITH RELATED WORK TO ENSURE THAT WORK AFFECTED BY EACH SELECTED ALTERNATE 15 PROPERLY ACCOMPLISHED, END OF SECDON SECTION 01]30 -CUTTING AND PATCHING PARI 1 - GENERA 1.01 SUMMARY A PROVIDE CURING AND PATCHING WORK TO PROPERLY COMPLETE THE WORK OF THE PROJECT, COMPLYING WITH REQUIREMENTS FOR: 1. STRUCTURAL WORK 2. MECHANICAL / ELECTRICAL SYSTEMS 3. VISUAL REQUIREMENTS, INCLUDING DETAILING AND TOLERANCES 4. OPERATIONAL AND SAFETY LIMITATIONS 5. FIRE RESISTANCE RATINGS 6. INSPECTIONS, PREPARATION, AND PERFORMANCE 7. CLEANING B, 00 NO1 CUT AND PATCH IN A MANNER THAT WOULD RESULT IN A FAILUREOF THE WORK SECTION 02590 -SITE GROUNDING 10 PERFORM AS INTENDED. DECREASED ENERGY PERFORMANCE, INCRCASED MAIENANC NTE, DECREASED OPERATIONAL LIFE, OR DECREASED SAFETY, PARI I - GENERAL PART 2 - PRODUCTS 2.01 MATERIALS A MATCH EXISTING MATERIALS FOR CUTTING AND PATCHING WORK WITH NEW MATERIALS CONFORMING 10 PROJECT REQUIREMENTS. 14:fZ1WN10D PMT 3 - EXECUTION 3.01 INSTALLATION A. INSPECT CONDITIONS PRIOR 10 WORK TO IDENTIFY SCOPE AND TYPE OF WORK REQUIRED. PROTECT ADJACENT WORK. NOTIFY BUILDING OWNER OF WORK REQUIRING INTERRUPTION TO BUILDING SERVICES OR PROPERTY OWNER'S OPERATION, B, PERFORM WORK WITH WORKMEN SKILLED IN THE TRADES INVOLVED. PREPARE SAMPLE AREA OF EACH TYPE OF WORK FOR APPROVAL. C- CURING: USE CUTTING TOOLS, NOT CHOPPING TOOLS. MAKE NEAT HOLES. MINIMIZE DAMAGE TO ADJACENT WORK. CHECK FOR CONCEALED UTILITIES AND STRUCTURE BEFOREHAND. D. PATCHING: MAKE PATCHES, SEAMS, AND JOINTS DURABLE AND INCONSPICUOUS, COMPLY WITH TOLERANCES FOR NEW WORK. E. CLEAN WORK AREA AND AREAS AFFECTED BY CUTTING AND PATCHING OPERATIONS, END OF SECTION SECTION 01770 -CONTRACT CLOSEOUT PART I - GENERAL 1.01 SUMMARY A THE FOLLOWING ARE PREREQUISITES TO SUBSTANTIAL COMPLETION: I. PUNCH LIST 2 SUPPORTING DOCUMENTATION 3. WARRANTIES & CERTIFICATIONS 4. OCCUPANCY PERMIT 5. S1AR1-UP AND TESTING OF BUILDING SYSTEMS 6. CHANGE OVER OF LOCKS B. PROVIDE THE FOLLOWING PREREQUISITES TO FINAL ACCEPTANCE: 1. FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS 2. COMPLETED PUNCH UST C, PROVIDE A MARKED -UP SET,OF DRAWINGS INCLUDING CHANGES MADE DURING THE WORK PER VERIZON WIRELESS PROJECT CLOSEOUT REQUIREMENTS. D. PROVIDE THE FOLLOWING CLOSEOUT PROCEDURES: SUBMISSION OF RECORD DOCUMENTS, SUBMISSION OF MAINTENANCE MANUALS. TRAINING AND TURNOVER TO CARRIER PERSONNEL. FINAL CLEANING AND TOUCH-UP, REMOVAL OF TEMPORARY FACILITIES. END OF SECTION DIVISION 2 - SITE CONSTRUCTION IIII4iISiIIF�01ZdTI1L[ PART 1 - GENERA 1.01 SUMMARY A. PROVIDE SELECTIVE DEMOLITION AS REQUIRED. 1. DEMOLISH PORTION OF EXISTING PAVING ABOVE NEW TELCO AND ELECTRICAL CONDUITS, 2. DEMOLISH PORTIONS OF EXISTING EXTERIOR AND INTERIOR WALLS TO ALLOW PASSAGE OF TELCO AND ELECTRICAL CONDUITS. 3. REMOVE PORTION Of EXISTING ROOFING AND ROOF INSULATION TO EXPOSE ROOF DECK FOR RADIO CABINET AND ANTENNA SCREEN MOUNTS. 4. PROTECT PORTIONS OF BUILDING ADJACENT 10 OR AFFECTED BY SELECTIVE DEMOLITION. REPAIR i0 MAINTAIN EXISTING FIRE RATINGS, SEPARATIONS, WATER TIGHTNESS. ETC, 5. REMOVE ABANDONED VIILITIES. & REMOVE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS OFF-SITE. 7. NOTIFY PROPERTY OWNER PRIOR TO SHUT-OFF OFF EXISTING UTILITIES. CAP OFF UTILITIES TO BE DISCONTINUED IN USE. B. ASBESTOS AND HAZARDOUS MATERIALS DEMOLITION OR REMOVAL WORK IS NOT PART OF THIS CONTRACT 1.02 QUALITY A55URANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS, USE EXPERIENCED WORKERS. 1.03 PROJECT CONDITIONS A. IMMEDIATE AREAS OF WORK WILL NOT BE OCCUPIED BY OWNERS PERSONNEL DURING SELECTIVE DEMOLITION. PART 2 - PRODUCTS - NOT APPLICABLE TO THIS SECTION PART 3 - EXECUTION Ax1m�aNBB1R A REMOVE PORTIONS OF EXISTING ELEMENTS TO EXTENT REQUIRED TO ALLOW PASSAGE OF TELCO AND ELECTRICAL CONDUITS. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS, WHETHER INDICATED TO REMAIN OR NOT. ITEMS OF SALVAGE VALUE AND NOT INCLUDED ON SCHEDULE OF SALVAGE ITEMS TO BE RETURNED TO BUILDING OWNER MAY BE REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS AT PROJECT SIE IS PROHIBITED, B, DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE BUILDING OWNER AND AUTHORITIES HAVING JURISDICTION, DO NOT INTERRUPT UTILITIES SEINING OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN PERMISSION Of THE BUILDING OWNER AND AUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES, C. CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN 8E CONTINUED PROPERLY, 3.02 SCHEDULE A. ITEMS 10 BE REMOVED FROM SITE BY CONTRACTOR. VIF B. ITEMS TO REMAIN IN PLACE AND PROTECTED FOR REUSE: EXTERIOR SPRINKLER SYSTEM C. ITEMS TO BE SALVAGED FOR REINSTALLATION IN THIS PROJECT. VIP D. ITEMS TO BE SALVAGED AND DELIVERED TO BUILDING OWNER. VIF E. UTILITIES REQUIRING INTERRUPTION, CAPPING. OR REMOVAL: POWER AND TELEPHONE END OF SECTION 1.01 SUMMARY A. PROVIDE AND TEST ELECTRICAL GROUNDING AND BONDING SYSTEMS, INCLUDING BUT NOT LIMITED TO GROUNDING ELECTRODES, BONDING JUMPER BRAID, AND ADDITIONAL ACCESSORIES REOUIRED FOR A COMPLETE WORKING INSTALLATION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED. PROVIDE PRODUCTS COMPLYING WITH NEC, UL. AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS. B, APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK INCLUDE. BUT ARE NOT LIMITED 10 THE FOLLOWING: I. FENCE AND GATE POSTS 2. ELECTRICAL POWER SYSTEMS 3. GROUNDING ELECTRODES 4. GROUND BUS BAR 5. SERVICE EQUIPMENT 6. ENCLOSURES 7. MONOPOLE / LATTICE TOWER 8. ICE BRIDGE SECTIONS AND SUPPORTS BL➢S:i1x134ZBIlE. A. THE MOST CURRENT EDITIONS AND ADDENDA OF THE FOLLOWING PUBLICATIONS ARE HEREBY INCLUDED BY REFERENCE. EXCEPT AS MODIFIED BY THIS SPECIFICATION OR BY THE DRAWINGS, COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING PUBLICATIONS: 1. ANS (AMERICAN NATION STANARDS INSTITUTE) 2. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) 3. NEC (NATION ELECTRICAL CODE) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) 5. NESC (NATIONAL ELECTRICAL SAFETY ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORAi0RIE5, INC.) 8. APPLICABLE LOCAL CODES AND ORDINANCES 1.03 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PARI 2 - PRODUCTS 2.01 MATERIALS A. GROUND CONDUCTORS: STANDARD TINNED SOLID BARE COPPER, SIZED AS INDICATED IN DRAWINGS, MAINTAIN MINIMUM BENDING RADIUS PER NEC. B. GROUND RODS: 5/8' DIAMETER X 10'-0' LONG COPPER CLAD STEEL AT 10'-0 MINIMUM AND 15'-0' MAXIMUM SPACING, C. UNDERGROUND GROUNDING CONNECTIONS: USE EXOTHERMIC PROCESS. CONNECTORS 10 INCLUDE ALL CABLE TO CABLE SPLICES, TEES, AND ALL CABLE TO GROUND RODS. MOLDS, WELDING METAL, AND TOOLS SHALL BE BY CADWELD AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PROCEDURES. ALL EXOTHERMIC WELDS SHALL HAVE A MINIMUM OF 6' BETWEEN WELDS. D. GROUNDING KITS: ANDREW /204989 SERIES. E. SUBSTITUTIONS OF MATERIAL AND EQUIPMENT SHALL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE ELECTRICAL ENGINEER. PART 3 - EXECUTION OR VERIFICATION/DOCUMENTATION OF EXISTING GROUNDING SYSTEM txll��"Fnp lfi�II A. EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING ARE TO BE MADE AND NOTIFY CARRIER IN WRITING OF ANY CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. EXAMINE EXISTING GROUNDING SYSTEM AND NOTIFY VERIZON WIRELESS CONSTRUCTION MANAGER OR APPROVED REPRESENTATIVE OF DAMAGED OR MISSING COMPONENTS. C. TEST EXISTING GROUND SYSTEM PER VERIZON WIRELESS EQUIPMENT GROUNDING SPECS 3.02 INSTALLATION A. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSBUCRONS. NEC'S 'STANDARDS OF INSTALLATION', AND RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. B. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY C. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND AND PROTECTIVE DEVICES IN SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. D- PUCE EXTERNAL GROUND RING (EGR) 2'-0- MINIMUM AND 3'-0- MAXIMUM FROM EXTERIOR WALL OF SHELTER, COMPLETELY SURROUNDING R, E. PLACE EGR 2'-0' MINIMUM FROM TOWER, INCLUDING EXPOSED FOOTINGS, COMPLETELY SURROUNDING 11. BOND EGR TO TOWER AT ALL TOWER SUPPORTS AT THE CLOSEST POINT BETWEEN THE ECR AND THE SUPPORT TO MINIMIZE ELECTRICAL IMPEDANCE BETWEEN TOWER AND EGR. ALSO BOND 10 ADJACENT SHELTER EGR AT CLOSEST POINT BETWEEN EGRS AND BETWEEN AT LEAST TWO OTHER POINTS BETWEEN THE EGRS TO MINIMIZE ELECTRICAL IMPEDANCE BETWEEN THE EGRS AND ENHANCE RELIABILITY. F. INSTAL GROUND CABLES WHICH ENCIRCLE THE TOWER AND SHELTER AND ARE CONNECTED TO EACH DRIVEN ROD 30' MINIMUM BELOW THE SOIL SURFACE OR 6' MINIMUM BELOW THE FROST LINE, WHICHEVER IS GREATER. BACKFILL GROUNDING TRENCHES WITH CLEAN SOIL COMPACTED TO 90% STANDARD PROCTOR DENSITY, G. TIGHTEN GROUNDING AND BONDING CONNECTORS. INCLUDING SCREWS AND BOLTS. IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUEING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. H. APPLY CORROSION RESISTANT FINISH TO FIELD CONNECTIONS, BURIED METALLIC GROUNDING AND BONDING PRODUCTS, AND PLACES WHERE FACTORY APPLIED PROTECTIVE COSTINGS HAVE BEEN DESTROYED. AND WHICH ARE SUBJECT TO CORROSION. USE NO -0X GREASE OR ACCEPTABLE ALTERNATIVE. J. TEST ENTIRE INSTALLATION TO DETERMINE THAT IT IS FREE FROM GROUND OR SHORTS EXCEPT WHERE GROUNDS ARE REQUIRED AS PART OF THE SYSTEM. K. INSTALL A MINIMUM OF THREE GROUND KITS AT COAXIAL CABLES, TWO AT TOWER GROUND BMS (TOP AND BOTTOM) AND ONE AT WAVEGUIDE ENTRY PORT (EXTERNAL). GROUND KITS TO INCLUDE GROUND STRAPS, KITS AT TOP OF TOWER (AND MIDDLE IF TOWER EXCEEDS 200 HIGH) ARE MECHANICALLY ATTACHED TO TOWER OR GROUND BAR IF OVER 200' BY TWO HOLE LUGS. GROUND COAXIAL CABLES AT BOTTOM OF TOWER APPROXIMATELY 6' BEFORE THEY TURN TOWARD SHELTER. MECHANICALLY ATTACH GROUNDING STRAPS NEAR THE TURN TOWARD THE SHELTER TO GROUND BUR WHICH IS CONNECTED 10 EGR WITH NO. 2 AWG SOLID, TINNED, BARE COPPER WIRE BY TWO HOLE LUGS. INDUCE DRAINAGE ALONG COAXIAL CABLES AWAY FROM SHELTER USING DRIP LOOPS AS INDICATED IN DRAWINGS, CONNECT COAXIAL CABLES TO GROUND BAR AT BOTH TOWER AND NEAR WAVEGUIDE ENTRANCE PORT OF THE SHELTER USING APPROVED GROUND KITS, L GROUND ICE BRIDGE SUPPORTS AT BOTH TOWER AND SHELTER. ICE BRIDGE WIRE USING M, GROUND CORNER POSTS OF CHAIN LINK OR ORNAMENTAL METAL FENCES�R ECR OR SHELTER ECR. USE N0, 2 AWG SOLID, TINNED, BARE COPPER WIRE, EX011ORIDLLY BONDED FROM EACH CORNER POST TO NEAREST POINT ON ECF GROUND ROD, LOCATE GROUND BONDS ON POSTS fi MINIMUM AND 12 MAXIMUM ABOVE SOIL SURFACE FACING INTERIOR OF FENCE ENCLOSURE, GROUND EACH GATE LEAF 10 ITS POST IN THE SAME FANNER AND GROUND POST TO EGR IN SAME MANNER AS GROUND POSTS, 3,03 FIELD QUALITY CONTROL A. FIELD TESTS: USE 'FALL OF POTENTIAL' METH00 AS DESCRIBED IN LITERATURE ACCOMPANYING BIDDLE BRAND EARTH RESISTANCE METER, 10 OHM OR LESS TO GROUND. THIS TEST TO BE PERFORMED BY OTHERS, COORDINATE WITH THIS SECTION OF WORK. END OF SECTION T PMT 1 - GENERAL 1.01 SUMMARY A PROVIDE PORTABLE FIRE EXTINGUISHERS AND MOUNTING BRACKETS WITHIN 75 FEET DISTANCE TO ALL PORTIONS OF SITE. FOR SHELTER OR CABINET SITES. THIS SHALL BE SECONDARY 10 THE FIRE EXTINGUISHER PROVIDED AS PART OF THE STATE APPROVED COMMERCIAL COACH OR UL LISTED EQUIPMENT 1.02 SUBMITTALS A SUBMIT FOR REVIEW AND ACCEPTANCE PRODUCT DATA- 1.03 ATA 1.03 QUALITY ASSURANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS THAT HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE WATERWS IN ACCORDANCE VATH MANUFACTURER'S INSTRUCTIONS, PART 2 - PRODUCTS 2.01 MATERIALS A FIRE EXTINGUISHERS: UL LISTED AND LABELED UNITS, 2AIOB:C RATED: 1. MULTI-PURPOSE DRY CHEMICAL TYPE; LARSEN'S MPS OR ACCEPTABLE ALTERNATE. B. MOUNTING BRACKETS: MANUFACTURER'S 51ANDARD BRACKET AND ACCESSORIES, AS SUPPLIED WITH EXTINGUISHER. I. SURFACE -MOUNTED. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL WITH WALL -HUNG BRACKETS AT LOCATIONS AND HEIGHT INDICATED AND ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ACCEPTED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE, COORDINATE WITH WORK OF OTHER SECTIONS, C. RESTORE DAMAGED FINISHES AND TEST FOR PROPER OPERATION. CLEAN AND PROTECT WORK FROM DAMAGE. END OF SECTION CFCDON 13120 -PRE-ENCJNEERCD U L EQUIPMENT ENCLOSING PART 1 - GENERAL 1.01 SUMMARY A ATTACH PRE-ENGINEERED U.L, LISTED RADIO ENCLOSURE TO STEEL PLATFORM, ROOF CURB, GONG. SLAB 1.02 QUALITY ASSURANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WITH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS, USE EXPERIENCED INSTALLERS. DELVER, HANDLE. AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, PART 2 - PRODUCTS 2.01 MATERIALS A PRIMARY COMPONENTS: 1. STEEL PLATES, SHAPES. AND BARS: ASTM A 36. 2. FASTENERS: ZINC COATED FASTENERS DESIGNED FOR LOADING AND USE. B. ALL FERROUS METAL ITEMS ON EXTERIOR WALL OR EXPOSED 10 WEATHER SHALL BE HOT DIPPED GALVANIZED FINISH. PART 3 - EXECUTION 3.01 INSTALLATION A RADIO ENCLOSURE IS A TYPE 3R, U.L LISTED ENCLOSURE BY 'SUNWEST ENGINEERING', 'INFRASTRUCTURE SOLUTIONS' OR 'TELCO TECHNOLOGIES' OR 'NORTEL. EQUIPMENT HOLDDOWNS / KLEATS ARE SPECIFIED BY MANUFACTURER. INSTALLATION SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS. B. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. END OF SECTION PREPARED FOR freriZonwimiess 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92616 949.286.7000 PREPARED BY JACOBS° Jacobs Enginoaring Group. Inc. 3161 MICHELSON ORAE 0500 IRVINE, CA 92612 PHONE: 949-250.1016 FAX: 949-224-7501 O 1020/14 ISSUED FOR FLP CONSTRUOTION NO. DATE REVISIONS BY NOT VALID WITHOUT Sn3N PURE AND DATE -VERIZON SFFE ID: Q M Ln Z p N Im D w�Q �QNv �N�Q Z Q {� Z to Q m J TOWER OWNER SITE 10: CA45514 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E03521 D0 DATE: 0023/14 SHEET NAME GENERAL INFORMATION SPECIFICATIONS SHEET NUMBER S P- '1 c 3 DIVISION 16 - ELECTRICAL SECTION 16M - ELECTRICAL PART 1 - GENERAL 1.01 SUMMARY A PROVIDE ELECTRICAL SYSTEMS INCLUDING: 1. POWER 2. RECEPTACLE FOR MOBILE STANDBY GENERATOR 3. MANUAL TRANSFER SWITCH 4. GROUNDING SYSTEM 5. INSTALLATION OF UL LISTED RADIO EQUIPMENT ENCLOSURES FOR OUTDOOR EQUIPMENT LOCATIONS B. INSPECT AND TEST EXISTING GROUNDING SYSTEMS, NOTIFY VERIZON WIRELESS CONSTRUCTION MANAGER OR APPROVED REPRESENTATIVE OF ANY DAMAGED. MISSING, OR INADEQUATE COMPONENTS. C. INCLUDE PRIMARY SERVICE, TRANSFORMERS, GROUNDING. WIRING, CONDUITS, AND RACEWAYS AND ALL ACCESSORIES, 0 PROVIDE TELEPHONE OUTLETS WITH CUTOUT, BOX AND PULL STRING ONLY. E. MODIFY AND EXTEND EXISTING SERVICE TO ACCOMMODATE NEW WORK. REMOVE EXISTING SYSTEMS AND WIRING THAT ARE ABANDONED, F. MAINTAIN FIRE ALARM SYSTEM IN OPERATION DURING CONSTRUCTION. G. COORDINATE WITH PROPERTY OWNER'S ROOM USES TO PROVIDE ADEQUATE SYSTEM FOR ALL CONTRACT AREAS. H. COORDINATE LOCATION OF NEW WORK TO AVOID INTERFERENCE WITH LOCATION OF EXISTING DUCTS, FIRE SPRINKLERS, OUTLETS, SWITCHES. AND LIGHT FIXTURE LOCATIONS. NOTIFY PROPERTY OWNER PRIOR TO CONSTRUCTION OF CONFLICTS THAT CANNOT BE RESOLVED. I. COORDINATE SCHEDULE OF TELEPHONE OUTLET COMPLETION WITH PROPERTY OWNER'S COMMUNICATIONS REQUIREMENTS AND INSTALLER AS APPLICABLE. J. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 1.02 SUBMITTALS A SUBMIT FOR REVIEW AND ACCEPTANCE PRODUCT DATA AND RECORD DOCUMENTS. 1.03 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS THAT HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS, DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ARRANGEMENT OF SYSTEM INDICATED ON THE DRAWINGS IS DIM',RNAMATIC, AND INDICATES THE MINIMUM REQUIREMENTS FOR ELECTRICAL WORK. SITE CONDITIONS SHAT DETERMINE THE ACTUAL ARRANGEMENT FOR CONDUITS, BOXES, AND SIMILAR ITEMS. TAKE FIELD MEASUREMENTS BEFORE FABRICATION. BE RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. C: COMPLY WITH THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL REGULATIONS. PARE 2 - PRODUCTS 2.01 MATERIALS A CONDUIT: RIGID GALVANIZED METAL CONDUIT, INTERMEDIATE METALLIC CONDUIT, ELECTRICAL METALLIC TUBING FOR CONCEALED INTERIOR RACEWAYS, FLEXIBLE METAL CONDUIT, AND RIGID NONMETALLIC CONDUIT AS REQUIRED. B. EXPOSED METAL RACEWAYS BY WIREMOLD, WALKER PARKERSBURG OR ACCEPTED ALTERNATE WHERE WIRING CANNOT BE CONCEALED. 'BOXES: PROVIDE GALVANIZED STEEL OUTLET. JUNCTION AND PULL BOXES SIZED TO MEET REOREMENTS OF NATIONAL ELECTRICAL CODE. PROVIDE COVERPLATES AS REQUIRED. 0 CONDUCTORS AND WIRING: 600 -VOLT INSULATION TYPE THAN OR T14HN COPPER WIRING FOR BRANCH CIRCUITS. CONDUCTORS AWG N0. 12 SHALL BE SOLD. CONDUCTORS AWG NO 10 AND URGER STRANDED, MINIMUM CONDUCTOR SIZE AWG NO. 12. GREEN GROUND CONDUCTOR IN ALL RACEWAYS. OTHER SIZES AS REQUIRED BY SERVICE INTENDED. E- PANELBOARDS AS REQUIRED BY NATIONAL ELECTRICAL CODE. F. RECEPTACLE FOR STANDBY GENERATOR: INSTALL PROVIDED RECEPTACLE. G. TRANSFORMERS: HIGH VOLTAGE TRANSFORMERS SUITABLE FOR BUILDING REQUIREMENTS. H. LIGHTING: (4) SURFACE MOUNTED, WRAP-AROUND INTERIOR FLUORESCENT LIGHTS (TWO 48', 40W WARM WHITE LAMPS WITH INTERIOR SWITCH), ACRYLIC LENS COVERS, ONE PIECE PRISMATIC; (1) EXTERIOR MOUNTED INCANDESCENT LIGHT WITH PHOTOCELL AND INTERIOR SWITCH, EMERGENCY EXIT LIGHT; ILLUMINATED EXIT SIGNS. LITHONA OR ACCEPTED ALTERNATE, J. RECEPTACLES: (4) DUPLEX RECEPTACLES, 2WI25V AND (1) DEDICATED FOURPLEX RECEPTACLE AT TELCO BOARD. 2OA/125V. K. DC POWER CIRCUITS: (4) PIGTAILED IN A BOX (4) - 240/AC/20A DEDICATED CIRCUITS WITH /12 GA. FEEDS, PROVIDE 8• LEAD PER CIRCUIT. PART 3 - EXECUTION 3.01 INSTALLATION A INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE FOR EXPOSED WORK. COORDINATE WITH WORK OF OTHER SECTIONS, COMPLY WITH APPUCABLE REGULATIONS AND BUILDING CODE REQUIREMENTS. B CONTACT LOCA UTILITIES (POWER, TELCO) TO ENSURE PROPER COORDINATION PRIOR TO START. C. CROUP MULTIPLE JUNCTION BOXES, TELEPHONE AND ELECTRICAL OUTLETS TOGETHER ON WALL NOT MORE THAN 6 INCHES APART. AVOID BACK-TO-BACK BOX LOCATIONS. D. TEST ALL SYSTEMS FOR PROPER OPERATION. RESTORE DAMAGED FINISHES. CLEAN AND PROTECT WORK FROM DAMAGE. COAT BUS BARS WITH NO -OX GREASE. END OF SECTION SECTION 16051 - UNDERGROUND ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A REQUIREMENTS FOR INSTALLATION OF UNDERGROUND SYSTEMS. SEE ELECTRK•AL DRAWING`. FOR ADDITIONAL REQUIREMENTS. 1.02 QUALITY ASSURANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS, EACH PUBLICATION SHALL BE LATEST REVISION AND ADDENDA AND AMENDMENTS IN EFFECT ON DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED HEREIN, OR DETAILS ON DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO APPLICABLE PROVISIONS OF THESE SPECIFICATIONS: I. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) -C2 (NATIONAL ELECTRIC SAFELY CODE) 2. NFPA (NATIONAL FIRE PROTECTION ASSOCATION)-NFPA 13 3. NEC (NATIONAL ELECTRICAL CODE) 4. OSHA (OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION) 5. UL (UNOERMTERS' LABORATORIES) 6. LOCAL CITY AND UTILITY COMPANY SPECIFICATIONS 7. UBC (UNIFORM BUILDING CODE) 1.04 SYSTEM DESCRIPTION A DESIGN REQUIREMENTS: INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CABLE AND CONDUITS AS SPECIFIED HEREIN AND AS SHOWN ON DRAWINGS. B. PERFORMANCE REQUIREMENTS. WHEN FINISHED, WORK SHALLINWA COMPLETE AND UNDAMAGED STATE- PART TATEPART 2 - PRODUCTS 2,01 GENERAL A. ITEMS SHALL BE NEW, STORED OFF THE GROUND. AND BE MAINTAINED IN A WEATHERPROOF CONDITION AND BE INSTALLED ONLY IF IN SUITABLE CONDITION. 8. SUBSTITUTIONS FOR MATERIAL AND EQUIPMENT WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF ELECTRICAL ENGINEER. 2.02 MATERIALS A ELECTRICAL AND TELEPHONE CABLES, CONDUIT, MID OTHER MATERIALS SHALL BE UL LISTED AND APPROVED BY LOCA UTILITY. ALL 45 DEGREE AND 90 DEGREE BENDS SHALL BE PVL COATED RIGID GALVANIZED STEEL OR SCHEDULE 40 PJC, WHICHEVER IS APPROVED BY CODE. S. REFER TO DRAWINGS FOR CONDUIT AND CABLE TO BE USED. PART 3 - EXECUTION 3.01 PREPARATION A. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. B. CONTACT LOCAL UTILITIES (GAS, WATER, POWER, TELEPHONE) TO ENSURE NO UNDERGROUND PIPES OR CONDUITS ARE IN EXCAVATION, 3.02 INSPECTION A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES. CONDUIT, AND OTHER ITEMS SHALL BE MADE BEFORE THOSE ITEMS ARE PERMANENTLY INSTALLED. 3.03 INSTALLATION A, TRENCHING, BACKFILLING, AND COMPACTION SHALL COMPLY WITH POWER AND TELCO UTILITY SPECIFICATIONS. B. DIG TRENCHES TO REQUIRED DEPTH AS SHOWN ON DRAWINGS WITHOUT POCKETS OR DIPS REMOVE LARGE STONES AND SHARP EDGED MATERIALS FROM BOTTOM OF TRENCH AND FIRMLY TAMP LOOSE FILL IN TRENCH BEFORE CONDUIT IS LAID. C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3 INCH TO 100 FOOT SLOPE OR AS INDICATED IN DRAWINGS. D. PROVIDE BEDDING AND BACKFILL IN ACCORDANCE WITH EARTHWORK SPECIFICATION. E. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 6 INCHES ABOVE FINISH GRADE ELEVATION. ALL SNB -UPS SHALL BE ((PVC COATED)) RIGID GALVAMZED STEEL OR SCHEDULE 40 PVC, WHICHEVER IS APPROVED BY LOCAL CODE. F. WHEREVER CONDUITS CROSS UNDER ROADWAYS USE (PVC COATED) RIGID GALVANIZED WEE CONDUIT IN ALL CASES, EXTENDED 5 FEET BEYOND EDGE OF ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 30 INCHES BELOW ROADWAY GRADE. G. MARK UNDERGROUND UTILITIES WITH A YELLOW POLYETHYLENE TAPE BURIED UNDER GROUND SURFACE DIRECTLY OVER CONDUITS (TAPE WIDTH AND BURIAL DEPTH DETERMINED BY TRENCH/UTILITY TYPE - SEE SHEET E-4 DETAIL 6). MARK TAPE AS FOLLOWS: 'CAUTION -BURIED ELECTRICAL CABLE MARKING TAPE SHALL BE ACID AND ALKALA RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MAKING ARO LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE A MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND BE MANUFACTURED WITH INTEGRAL WIRES. FOIL HACKING. OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. METALLIC CORE OF TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. H. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS DUXSEAL, OR AN ACCEPTED ALTERNATE THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER -UNE INSULATIONS, LEAD, ALUMINUM, OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY. J. AFTER INSTALLATION ALL CONDUIT MUST BE SWABBED TO ENSURE THAT NO FOREIGN MATERIA EXISTS WITHIN THE CONDUIT. CAP OPEN ENDS AFTER SWABBING, K. ALL CONDUIT SHALL BE CUT WITH THE LONGITUDINAL AXIS AND REAMED OUT UNTIL FREE OF BURRS AND SHARP EDGES. L PROVIDE 2-1/2' SCHEDULE 40 PVC CONDUIT TO SHELTER IN 12' X 24' DEEP TRENCH. ATTACH TO SERVICE ENTRANCE BOX ON SHELTER EXTERIOR. EXTEND FROM SHELTER TO A POINT DESIGNATED BY ELECTRIC UOUTY PERSONNEL AND DFAOEND. INSTALL A PULLSTRING WITH MINIMUM 75 POUND TENSILE STRENGTH WITHIN CONDUIT. AFTER ELECTRIC UTILITY HAS INSTALLED POWER UNE, SEAL INTERIOR AND EXTERIOR CONDUIT END WITH PUTTY OR CAULK. M. PROVIDE 3' PVC CONDUIT TO SHELTER M 12' X 24' DEEP TRENCH. ATTACH TO SHELTER WITH A 3' LB AND REDUCING BUSHINGS. EXTEND TO A POINT DESIGNATED BY TELEPHONE COMPANY PERSONNEL AND DEADEND. INSTALL A PULLSTFBNG WITH MINIMUM 75 POUND TENSILE STRENGTH MTHIN CONDUIT. AFTER TELEPHONE COMPANY HAS INSTALLED LAND UNE, SEAL INTERIOR CONDUIT END WITH PUTTY OR CAULK. END OF SECTION SECTION 16745 - TELECOMMUNICATIONS WIRING COMPONENTS (COAXIAL ANTENNA CARIE) PART 1 - GENERAL 1.01 SUMMARY A, INSTALL ANTENNAS AND ASSOCIATED HARDWARE AS FURNISHED. B. INSTALL COAXAL CABLE FINISHED. C. GROUNDING OF COAXAL CABLES. D. SWEEP TEST. E. CERTAIN MATERIALS AND PRODUCTS WILL BE FURNISHED BY WIRELESS CARRIER: REFER TO OMSION 1, GENERAL REQUIREMENTS IN THIS SPECIFICATION, FOR A LIST OF MESE ITEMS. PICK UP AND DELIVER TO SITE ALL WIRELESS CARRIER FURNISHED ITEMS. 1.02 QUALITY ASSURANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE. AND STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 9. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE. PART 2 - PRODUCTS 2.01 MATERIALS A. ANTENNAS: PANEL ANTENNAS AND ASSOCIATED HARDWARE AS FURNISHED. 8. COAXAL CABLE: AS FURNISHED. C. COAXIAL CABLE GROUNDING KITS: ANDREW 1204989 SERIES. 0. WEATHERPROOFING KIT. ANDREW #221213. E. CABLE ENTRY PLATE 'WAVEGUIDE'; MICROFLECT 81118, 4' DA, 4X4 CONFIGURED. 16 PORTS WITH CAPS AND TOWER LIGHT PENETRATION, F. WAVEGUIDE ENCLOSURE: AS SUPPLIED. PART 3 - EXECUTION S 01 INSTALLATION A. INSTALL ANTENNAS AND ASSOCIATED MOUNTING HARDWARE PER MANUFACTURER'S RECOMMENDED STANDARDS OF PRACTICE. B. INSTALL COAXAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND PAD MOUNTED ELECTRONIC EQUIPMENT PER MANUFACTURER'S RECOMMENDED STANDARDS OF PRACTICE. WEATHERPROOF ALL CONNECTORS BETWEEN ANTENNA AND ELECTRONIC EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE 1 FOOT IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE NOTED. C. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND ELECTRONIC EQUIPMENT PER MANUFACTURER'S RECOMMENDED STANDARDS OF PRACTICE. WEATHERPROOF ALL CONNECTORS BETWEEN ANTENNA AND ELECTRONIC EQUIPMENT PER MMUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE 1 FOOT IN EXCESS OF EQUIPMENT LOCATION U.N.O. 3.02 ANTENNA AND COAXIAL CABLE GROUNDING A. PANEL ANTENNA COAXIAL CABLES SHALL HAVE A MINIMUM OF FOUR (4) APPROVED GROUND KITS WITH GROUNDING STRAPS INSTALLED ON EACH CABLE. ALL GROUND KITS TO BUS BARS CONNECTIONS SHALL BE MADE USING TWO HOLE LUGS. GROUND KITS SHALL BE INSTALLED IN STRAIGHT RUNS OF COAXIAL GREE WITHIN 6 INCHES OF CABLES' CHANGE IN DIRECTION OR ENTRANCE IMO SHELTER OR WAVEGUIDE. FOR RAW LAND PROJECTS: ONE (1) KIT SHALL BE INSTALLED WITHIN 6 INCHES OF ANTENNA JUMPER CONNECTION WITH GROUND KIT CONNECTED TO TOWER ASSEMBLY WITH TWO HOLE LUG CONNECTIONS. ONE (1) KR SHALL BE INSTALLED AT BASE OF TOWER JUST BEFORE COAXIAL CABLES RUNS HORIZONTALLY TO SHELTER; CABLES SHALL BE SLOPED 1 INCH IN 10 FEET AWAY FROM SHELTER TO PREVENT WATER FROM ENTERING SHELTER. ONE (I) KR SHALL BE INSTALLED AT OUTSIDE OF EQUIPMENT SHELTER TO HATCH PLATE WAVECUDE PORT. IF TOWER IS OVER 200 FEET TALL A GROUND BAR MUST BE INSTALLED AT THIS POINT, GROUND BAR MUST THEN BE CONNECTED TO POLE TO ENSURE A POSITIVE GROUND. BUS BARS AT BASE OF TOWER AND ENTRANCE TO SHELTER SHALL BE EXOTHERMICALLY GROUNDED TO EGR VIA NO. 2 SOLID TINNED COPPER WIRE. B. WEATHER SEA ALL EXTERIOR NO. 6 GREEN GROUND WIRE 'DAISY CHUAN' CONNECTIONS WITH ANDREW CONNECTOR/SPLICE WEATHERPROOFING KR TYPE /221213 OR ACCEPTED ALTERNATE. C. INSTALL ALL COAXIAL CABLE GROUNDING KITS ON STRAIGHT RUNS (NOT WITHIN BENDS) OF COAXIAL GABLE PRIOR TO ANY DOWNWARD SWEEPS. 3.03 COAXIAL CABLE IDENTIFICATION A PROVIDE IDENTIFICATION AND UNIFORM MARKING OR ANTENNA CABLING. MARKINGS SHALL BE MADE BY USE OF 3 METER COLORED, 1 INCH WIDE TAPE AFFIXED AT FOUR PLACES ON THE COAXAL CABLE RUN, 1. FIRST, AT END OF COAXIAL CABLE NEAREST ANTENNA (AT CONNECTION OF COAXIAL CABLE AND JUMPER). 2. SECOND, AT BASE OF TOWER STRUCTURE. 3. THIRD, AT A POINT OUTSIDE THE EOUIPMENT SHELTER PRIM TO ENTERING THE SHELTER. 4. FOURTH, ASIDE EQUIPMENT SHELTER, AT A POINT ON COAXIAL CABLE APPROXIMATELY 10 INCHES FROM THE WAVEGUIDE ENTRY PORT. B. COLOR CODE COAXIAL CABLES AS INDICATED IN DRAWINGS. 3.04 TESTING A. PROVIDE FOUR (4) COPIES OF ANTENNA AND COAXAL CABLE SWEEP TEST RESULTS. SWEEP TESTS SHALL BE PERFORMED AS PER CARRIER STANDARD FIELD COAX TEST, END OF SECTION PREPARED FOR veri7nwireless 15505 SAND CANYON AVENUE BLDG. D. FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 PREPARED BY JACOBS' j -'A b Engineering 1 -P- 1- 3`161 MICHELSON DRIVE #500 IRVINE. CA 92612 PHONE: 949-250-1816 FAX 949-224-7501 r ENGINEER SEAL DESIGN O 1020/14 ISSUED FOR RLP CONSTRUCTION I NO. DATE REVISIONS BY I NOT VALID WITHOUT SIGNATURE AND DATE -VERIZON SITE ID: M Ln N N a U La r Z M a J TOWER OWNER SITE ID: CA45514 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO. E0352100 DATE 0823/14 SHEEP NAME GENERAL INFORMATION SPECIFICATIONS SHEET NUMBER SP -2 C O U O C O O � C 4 CONSTRUCTION NOTES: 1. CONTRACTOR IS TO REPAIR ALL DAMAGE RESULTING FROM `o rn CONSTRUCTION BACK TO PRE CONSTRUCTION CONDITION AT ? COMPLETION OF WORK. � o 2, CONTRACTOR SHALL COORDINATE SITE ACCESS TIMES AND EQUIPMENT STAGING LOCATIONS WITH TOWER COMPANY. r 3. CONTRACTOR SHALL VERIFY ALL WORK WITH 'VERIZON WIRELESS' PRIOR TO STARTING PROJECT. c 4. CONTRACTOR TO VERIFY ALL EXISTING EQUIPMENT, CABLES AND E ANTENNAS THAT ARE INSTALLED PRIOR TO START OF CONSTRUCTION. NOTIFY RF IF SCOPE OF WORK DIFFERS FROM 'VERIZON WIRELESS' RF DESIGN. a c 5. CONTRACTOR SHALL INSPECT EXISTING EQUIPMENT FOR j w CONDITION AND FUNCTIONALITY. CONTRACTOR SHALL ALERT o VERIZON WIRELESS CONSTRUCTION MANAGER OR APPROVED $ v REPRESENTATIVE OF ANY DAMAGED, NON-FUNCTIONAL, OR MISSING EQUIPMENT PRIOR TO REPLACEMENT. d 0 0 t a a, a - o av - D D o_ ;3 1 t 0 o C L U!' d a rn c t 's c I} c H 0 r c '3 0 o � o wP w U .T W O V= z EXISTING SPORTS z FIELD O w u z EXISTING CHAIN w LINK FENCE (TYP.) I EXISTING CHAIN LINK FENCE (TYP.) EXISTING TELCO EQUIPMENT ON / H -FRAME (TYP.) I. 11'-6" EXISTING EOUIPMENT SHELTER EXISTING UNDERGROUND EXISTING CABLE CONDUIT ACCESS DOOR I I TO BE REUSED (TYP,) EXISTING GENERATOR PLUG TO BE REPLACED WITH APPLETON E11985 PLUG I 4'-3"t (TYP.) POWER EXISTING 4B x48 x L — PLANT TELCO BACKBOARD (TO BE REUSED) EXISTING CABLE LADDER (TYP.)�� (N) VERIZON WIRELESS EOUIPMEN' RACKS INSTALLED IN n EXISTING MTS SHELTER (TYP.) PANEL, AC 3'-11"f �J PANEL, & DISCONNECT TOLL RACK SWITCH LTE RACK I 4'-3"t (TYP.) POWER EXISTING 4B x48 x L — PLANT TELCO BACKBOARD (TO BE REUSED) EXISTING CABLE LADDER (TYP.)�� (N) VERIZON WIRELESS EOUIPMEN' RACKS INSTALLED IN EXISTING EQUIPMENT SHELTER (TYP.) I I BRACKY 3'-11"f 0 L - J REPLACED GPS ANTENNA (TYP. OF 2) EXISTING A/C UNIT (TYP.) 11'48'30" (_,_-�ENLARGED SITE & EQUIPMENT PLAN FULL SIZE PLOT: SCALE: 1/2"= 1'-0" 2 HALF SIZE PLOT: SCALE: 1/4"= 1'-0" i 0 1' 2' 4' PFEED FOR— V, V@C0z—o—owimiess 15505 SAND CANYON AVENUE BLDG. D, FIRST FUR. IRVINE. CALIFORNIA 92618 946.186.7000 PREPARED BY JACOBS° J.—b. En.in lin. Group. I- 3161 MICHELSON DRIVE 8500 IRVINE, CA 92612 PHONE: 849450-1816 FAX: 649-224-7501 DEs i.EY1—NS O 1020/14 ISSUED FOR FLP CONSTiUCTON NO. OAT= REVISIONS BY NOT VALID WIT-IOUTB-NATURE AND DATE M N Z ® N (f >�V N a AQ �z~ Ii m ti cy m J TOWER OWNER SOE ID: CA4551 4 PREPARED BY APPROVED BY: M- GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: OS23/14 SHEET NAME ENLARGED SITE PLAN SHEET NUMBER A-2 O 0 c c GAMMA SECTOR ANTENNAS LINK. AZIMUTH EXISTING ANTENNA 3 PER SECTOR 6 IN TOTAL EXISTING MONOPALM •' L-_'_ EXISTING MONOPALM rI1 , __ �-"�• \�� ' \ �,��);. FROND (TYR.) 1L Il = EXISTING ANTENNA MOUNT (TYR.) BETA SECTOR I \ , I •:.1\. !/i�� ALPHA SECTOR ANTENNAS >7�; '�1�:� ; } ANTENNAS LINK. AZIMUTH UNK. AZIMUTH 11'48'30" (DIANTENNA PLAN ( EXISTING) FULL SIZE PLOT: SCALE: 3/8"= 1'-0" z HALF SIZE PLOT: SCALE: 3/16"= 1'-0" 2 U i 0 1 2 4 6 VERIZON GAMMA SECTOR ANTENNAS 0' AZIMUTH EXISTING ANTENNA 1 PER SECTOR (N) VERIZON WIRELESS ANTENNA 3 IN TOTAL 2 PER SECTOR 6 IN TOTAL EXISTING MONOPALM FROND (TYR,)� (N) VERIZON WIRELESS ANTENNA ' 2 PER SECTOR 6 IN TOTAL y, 47A, , EXISTING ANTENNA MOUNT (TYP.) i VERIZON BETA SECTOR J.\ -t.; j ALPHA SECTOR ANTENNAS �!� a. ANTENNAS OPALM EXISTING MON 240' AZIMUTH f„ 120' AZIMUTH 11'48'30" (-q-�ANTENNA PLAN ( FINAL) g L FULL SIZE PLOT: SCALE: 3/8"= 1'-0" HALF SIZE PLOT: SCALE: 3/16"= 1'-0" U 0 1 2 4 6 3 NOT USED NOT TO SCALE PRED FOR verizonwimless 15505 SAND CANYON AVENUE BLDG. D. FIRST FUR. IRVINE, CALIFORNIA 93618 949.286.7000 PREPARED BY INJACO J ... b. Engineering Group. I- 3161 MICHELSON DRIVE OS00 IRVINE, CA 92812 PHONE: 949.250.1816 FAX: 949-22&7501 O 1020/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SMTURE AND DATE VERIZON SITE ID: Q M Lii Z p N 9a D 2.40) Lu cy > V 46 N H Q Q Z a40m5 0 cy MQ J V♦ TOWER OWNER SITE ID: CA45514 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 0823/14 BHEETNAME ANTENNA ORIENTATION SHEET NUMBER A-3 TOP OF EXISTING MONOPALM TOWER '. `\`` TOP OF EXISTING MONOPALM TOWER ELEV, 58'-6" ACL r ELEV. 58'-6" 'GL y III1 vI '`" 11 hvU CENTERLINE OF EXISTING ANTENNAS V ELEV. 58'-0" AGL ill�lll� }I c i 111 r '� �CENTERUNE OF (N) ELEV. 58'-0" AGL VERIZON WIRELESS ANTENNAS `111)li 1 II IJ` 4101 EXISTING ANTENNAS i_ (CABLING TO BE REMOVED) ?= (N) VERIZON WIRELESS ANTENNA , 3 PER SECTOR 2 PER SECTOR' 9 IN TOTAL 6 IN TOTAL EXISTING ANTEN14A MOUNT (TYP.) EXISTING 58'-6" MONOPALM TOWER CVICTINr roc ANiTrni NIA (—,�SOUTH ELEVATION ( EXISTING) FULL SIZE PLOT: SCALE: 1/4"= 1'-0" HALF SIZE PLOT: SCALE: 1/8"= 1'-0" 0 1' 2' 4' 8' EXISTING ANTENNA MOUNT (TYP.) EXISTING 58'-6" MONOPALM TOWER (N) COAXIAL CABLES TO BE INSTALLED INSIDE MONOPOLE TOWER EXISTING ANTENNA 1 PER SECTOR 3 IN TOTAL (N) VERIZON WIRELESS ANTENNA 2 PER SECTOR 6 IN TOTAL NOTE: EXISTING TOWER INFORMATION IS PROVIDED FOR REFERENCE ONLY. JACOBS ENGINEERING GROUP INC. IS NOT RESPONSIBLE FOR THE ANALYSIS/DESIGN OF THE EXISTING TOWER, ITS CONNECTIONS & FOUNDATIONS. A STRUCTURAL ANALYSIS OF THE EXISTING TOWER AND FOUNDATIONS TO BE PERFORMED BY OTHERS. CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS AND ANY MODIFICATIONS TO THE TOWER OR FOUNDATION THAT ARE NEEDED MUST BE PERFORMED PRIOR TO THE INSTALLATION OF THE EQUIPMENT SHOWN ON THESE DRAWINGS. (,,SOUTH ELEVATION (FINAQ L FULL SIZE PLOT: SCALE: 1/4"= 1'-0" HALF SIZE PLOT: SCALE: 1/8"= 1'-0" mommomilli 0 1' 2' 4' 8' PREPARED FOR verl7onwimless 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92818 949.289.7000 PREPARED BY JACOBS° Jacobs EnginaaNng Group. Inc. 3161 MICHELSON DRIVE 9500 IRVINE, CA 92612 PHONE: 949450-1816 FAX: 949.224-7501 SIGN REVISIONS I O 1080/14 ISSUED FOR FLP CONSTRUCTION I NO. DATE REVISIONS BY I NOT VALID WRHOUT SIGNATURE AND DATE -VERIZON BRE ID: TOWER OWNER SITE ID: CA45514 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: EOW2100 DATE: OEM3M 4 SHEET NAME SOUTH ELEVATION SHEET NUMBER a A 7 10POL EXISTING MONOPALM TOWER ELEV. 58'-6" AGL CENTERLINE OF EXISTING ANTENNAS ELEV. 58'-0" AGL EXISTING ANTENNAS (CABLING TO BE REUSED OR REPLACED AS NEEDED) 3 PER SECTOR 9 IN TOTAL EXISTING ANTENN/ FRAME FOP OF EXISTING MONOPALM TOWER ELEV. 58'-6" AGL CENTERLINE OF N VERIZON WIRELESS ANTENNAS ELEV. 58'-0" AGL (N) VERIZON WIRELESS ANTENNA 2 PER SECTOR 6 IN TOTAL EXISTING ANTENNA MOUNT (TYP ) (N) VERIZON WIRELESS ANTENNA EAST ELEVATION (EXISTING) i PREPARED FOR EXISTING TOWER INFORMATION IS PROVIDED FOR REFERENCE ONLY. JACOBS VI . EXISTING ANTENNA verizonwirerew I PER SECTOR 15505 SAND CANYON AVENUE 3 IN TOTAL BLDG. D, FIRST FLR. IRVINE. CALIFORNIA 92618 M 949.186.7000 0 1' 2' 4' 8' PREPARED BY CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS AND ANY MODIFICATIONS JACOBS® Li Jacobs EDgi—ring Group. 1- Q 3161 MICHELSON DRIVE 8500 TO THE INSTALLATION OF THE EQUIPMENT SHOWN ON THESE DRAWINGS. IRVINE, CA 92612 IL PHONE: 949.250.1616 Q� FAX: 949.224.7501 (N) VERIZON WIRELESS ANTENNA EAST ELEVATION (EXISTING) i EXISTING TOWER INFORMATION IS PROVIDED FOR REFERENCE ONLY. JACOBS FULL SIZE PLOT: SCALE: 1/4"= 1'-0" NOT VAUO WITHOUT SIGNATURE ANO DATE ENGINEERING GROUP INC. IS NOT RESPONSIBLE FOR THE ANALYSIS/DESIGN OF HALF SIZE PLOT: SCALE: 1/8"= 1'-0" M M THE EXISTING TOWER, ITS CONNECTIONS & FOUNDATIONS. A STRUCTURAL ANALYSIS p N M OF THE EXISTING TOWER AND FOUNDATIONS TO BE PERFORMED BY OTHERS. 0 1' 2' 4' 8' Lu CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS AND ANY MODIFICATIONS > = V Li TO THE TOWER OR FOUNDATION THAT ARE NEEDED MUST BE PERFORMED PRIOR Q Z ~ TO THE INSTALLATION OF THE EQUIPMENT SHOWN ON THESE DRAWINGS. 2 EAST ELEVATION(FINAL) FULL SIZE PLOT: SCALE: 1/4"= V-0" HALF SIZE PLOT: SCALE: 1/8"= 1'-0" 0 1' 2• 4' 8' FRAME DESIGN O 1020/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VAUO WITHOUT SIGNATURE ANO DATE -VERIZON SITE ID M M Z p N M - C! Lu cy� > = V Li N_ H Q Q Z ~ L[! O Z IL 40m5 Q� c3r m g m TOWER OWNER SITE ID: CA45514 PREPARED BY APPROVED By M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE. 0823/14 SHEET NAME EAST ELEVATION GREET NUMBER A.5 2'-Y2 ., 1 NOTE: VERIFY ALL DIMENSIONS PREPARED FOR NOTE: VERIFY ALL DIMENSIONS 1 -4 &CONDUIT REQUIREMENTS A/C RACEWAY PER & CONDUIT REQUIREMENTS W/MANUFACTURER W/MANUFACTURER 1'-11" I�RA-D'- CMOSCOPE SBNH-ID6565A MANUFACTURER 3/4" DIAMETER 23" RAK DIME COLOR: LIGHT GRAY verizonwimless 3/4' DIAMETER BOLT HOLES ENSIONS: HxWxD: 50.9" X 11.9" x 7.1 15505 SAND CANYON AVENUE BLDG. D. FIRST FLR. BOLT HOLES WEIGHT W 0 / IRVINE, CALIFORNIA 82618 MCA PRE MOUNTED BRACKETS: 32.0 LBS 949.286.7000 0 1— 2.25" o 2.125" CONNECTOR: 4 x 7/16 DIN FEMALE PLAN PLAN o PREPARED 01' MONITORING/ ��0 �o CONTROL G 0 o O � Jacobs Engintaoring Group. Inc. 1 1 218 LBS.1 RECTIFIERS 7181 IRVINE. CA 9ICHELSON 2612E 0500 MAX I PHONE: 949-250-1816 1 II 1 LJ TLL FAX: 90¢224.7501 ENGINEER SEAL FT— — — r — — 0 218 LBS. ? LL) ~ MAX 7.1' � ~ — — — ^ w — — J OPTIONAL �76-100 = BATTERY Erp'� 1 IS _ n RET L 6) (SEE TRAYS ANTENNA SPECIFICATIONS 11.9" Cmu A DETAIL 6) 0 0 00 0 SCALE: NOT TO SCALE 0 0 0 o o D FRONT SIDE ANCHOR BOLT (TYP.) IS�II..e�il I`t _�a Jia-Cx a_I�I L[�III. e�l�lll I,C xa n_ Cx- O:I ANTENNA PER d FRONT SIDE 9 14 6 FRONT � F1 SIDE d (SEE DETAIL 5) _ II I[ � IIIA 11 PLAN (TYP.) \-ANCHOR BOLT (TYP.) TOLL RACK (SEE DETAIL 5)L.T.E. SCALE: NOT TO SCALE ANCHOR BOLT (TYP.) RACK (SEE DETAIL 5) � SCALE: NOT TO SCALE POWER PLANT J SCALE: NOT TO SCALE ON N1 ANTENNA MOUNTING PIPE (TYP.) INSTALL 2"0 ANCHOR BOLTS, MIN. (1) PER CORNER, EMBED 54.62" 3 f" INTO 6" CONCRETE SLAB, LOCATE EQUIPMENT RACKS DESIGN REVISIONS UED O 1020/14 CONSSSTRUCTIFORON PLP NO. DATE REVISIONS BY 1NOT VALID WM IJT BCINATURE AND GATE TO MAINTAIN 3 1" MIN. SPACING OF ANCHORS. FOLLOW V MOUNTING BRACKET —ZON SME ID: MANUFACTURER INSTRUCTIONS FOR ANCHOR INSTALLATION & _ SUPPLIED WITH ANTENNA (TYP.) BOLT HOLE LOCATIONS. FOR CONCRETE SLAB 5" OR LESS z IN THICKNESS PROVIDE J"0 ANCHOR WITH 2" EMBED (USE Ln HILTI K8 -TZ EXPANSION ANCHORS OR EQUIVALENT) Q C4 ANCHOR BOLT DETAIL o 5 o 00 0 _ SCALE: NOT TO SCALE 0 OQ O D W 17.44' �j ANTENNA MOUNTINGN/ Q N V ERICSSON RBS 6202 TOP SCALE: NOT TO SCALE ISL r Z CABINET -218 LBS. MAX m VENT LOUVERS Q Z cD MOUNT TO RACK PER POWER CELL C-1 ME MANUFACTURER TERMINAL POSTS RECOMMENDATION, MIN. (TYP.) (2) 5/8" BOLTS EACH SIDE, (4) BOLTS TOTAL 4� 19'69 POWER CELL POST TOP CONNECTOR (TYP.) o 0 n 0 o, POWER CELL 0 0 (TYP.) FRONT SIDE FLOOR MOUNTING BASE NOTE: LAM DETAIL IS SCHEMATIC. ACTUAL EQUIPMENT WILL VARY o V SHIELD MOUNTING A o BRACKET 7 TOWER OWNER SITE ID: a CA4551 4 0 cN TERMINAL �� •I i PREPARED BY PROTECTOR SHIELD II APPROVED BY: M. GEISLER — — — — — — — — DESIGNED BY: L. PAYNE PROJECT NO: EQ352100 DATE: 0023!14 ----------- - SHEET NAME DETAILS ----------- SHEET NUMBER 7 RBS 6202 p BATTERY RACK FRONT 54.62" SIDE ANCHOR BOLT (TYP.) BATTERY RACK SHIELD A-6 SCALE: NOT TO SCALE 8 SCALE: NOT TO SCALE (SEE DETAIL 5) SCALE: NOT TO SCALE _ IS�II..e�il I`t _�a Jia-Cx a_I�I L[�III. e�l�lll I,C xa n_ Cx- O:I Illi. =xa ,� 1[a�l l�11 1[>_�III� 11 _ II I[ � IIIA 11 C as I[�I 111 1[�III�111[�III�II I. c oxa m. cx a .I �a s 1[�I ILII I. a xaUlm I ° :I ON N1 NOTE: LAM DETAIL IS SCHEMATIC. ACTUAL EQUIPMENT WILL VARY o V SHIELD MOUNTING A o BRACKET 7 TOWER OWNER SITE ID: a CA4551 4 0 cN TERMINAL �� •I i PREPARED BY PROTECTOR SHIELD II APPROVED BY: M. GEISLER — — — — — — — — DESIGNED BY: L. PAYNE PROJECT NO: EQ352100 DATE: 0023!14 ----------- - SHEET NAME DETAILS ----------- SHEET NUMBER 7 RBS 6202 p BATTERY RACK FRONT 54.62" SIDE ANCHOR BOLT (TYP.) BATTERY RACK SHIELD A-6 SCALE: NOT TO SCALE 8 SCALE: NOT TO SCALE (SEE DETAIL 5) SCALE: NOT TO SCALE GENERAL ELECTRICAL NOTES: u 0 o I. SCOPE: PROVIDE LABOR, MATERIALS. AND EOUIPMENT, ETC.. REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS. o 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND ORDINANCES. UTILITY COMPANY REGULATIONS, AND .APPLICABLE n REQUIREMENTS OF LATEST EDITIONS OF ALL GOVERNING CODES, v d t „ 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC. 4. COORDINATION: COORDINATE WORK WITH OTHER TRADES. c c 5. SUBMITTALS: SUBMIT BROCHURES FOR APPROVAL ON SERVICE DISCONNECTING MEANS AND OTHER MAJOR SYSTEM COMPONENTS. o E 0 6. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. rn c c 'c 7. EQUIPMENT: CONNECT ELECTRICALLY OPERATED EQUIPMENT. d C T W 8. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES & SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE o PROJECT. o c 9. IDENTIFICATION: IDENTIFY SERVICE DISCONNECTING MEANS WITH PERMANENT NAMEPLATE. z a 10. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH o WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER, a y FOR PERIOD OF WARRANTY. d c t o d 11. CUTTING AND PATCHING: PROVIDE CUTTING REQUIRED TO DO THE WORK. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO .AND OF MATCHING APPEARANCE WITH EXISTING CONSTRUCTION. c o s o 12. DITCHING AND BACKFILL: PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES. c L 13. RACEWAYS: UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC CONDUIT (MEET NEMA TC2 - 1990). EXPOSED CONDUIT SHALL BE RIGID c GALVANIZED STEEL CONDUIT BEFORE RISING ABOVE GRADE IN AREAS SUBJECT TO DAMAGE. PLUG AND CAP EACH END OF SPARE AND EMPTY o CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LB. TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 24' 45 RADIUS, RGS CONDUITS, WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED o .H RIGID CONDUIT. a= 0 14. SUPPORTS: AS REQUIRED BY THE NEC, o � 15. CONDUCTORS: USE 98% CONDUCTIVITY COPPER WITH TYPE XHHW-2 INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE o UP TO .AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE N0. 8 AWG. 16. CONNECTORS FOR POWER CONDUCTORS: USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR #10 AWG AND SMALLER, USE z D. SOLDERLESS MECHANICAL TERMINAL LUGS FOR #8 AWG AND LARGER. 17. SERVICE: 240/12OV, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. COORDINATE AND PAY ALL FEES. 18. TELEPHONE SERVICE: PROVIDE EMPTY CONDUITS WITH PULL WIRES AS INDICATED ON DRAWINGS. GENERAL GROUNDING NOTES: S 1. SITE GROUNDING SHALL COMPLY WITH GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN, 2. GROUND RODS: A. 5/8" x 10' LONG COPPER CLAD STEEL B. STANDARD SPACING: 10' C. TOP SHALL BE A MINIMUM OF 2'-6" BELOW BASE OF GRAVEL 3. GROUND CONDUCTORS: A. b2 BARE TINNED SOLID COPPER UNLESS INDICATED OTHERWISE B. WHEN DIRECTION OF CONDUCTOR CHANGES, IT SHALL BE DONE GRADUALLY C. ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH CONCRETE SLABS. D. GROUND RINGS SHALL BE BURIED A MINIMUM OF 2'-6" BELOW BASE OF GRAVEL. GROUND RINGS SHALL BE LOCATED A MINIMUM OF 2'-0" FROM OUTSIDE EDGE OF CABINETS, TOWER FOUNDATION, AND OTHER SITE OBJECTS, 4. GROUND CONNECTIONS: A. ALL CONNECTIONS SHALL BE EXOTHERMIC (CADWELD OR EQUIVALENT) UNLESS INDICATED OTHERWISE. B. ALL MATERIALS USED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. C. CONNECTIONS AT GROUND BARS AND SERVICE DISCONNECTING MEANS SHALL CONSIST OF LUGS CADWELDED TO GROUND CONDUCTORS UNLESS INDICATED OTHERWISE LUGS SHALL BE ATTACHED TO GROUND BARS USING STAINLESS STEEL OR HOT -DIPPED GALVANIZED STEEL BOLTS. NUTS, AND LOCKWASHERS. 5. COAXIAL TRANSMISSION LINE GROUNDING: A. VERTICAL RUNS THAT ARE 200' OR LESS SHALL REQUIRE A GROUNDING KIT AT THE TOP AND BOTTOM OF TOWER. B. VERTICAL RUNS THAT ARE GREATER THAN 200 SHALL REQUIRE A GROUNDING KIT (IN ADDITION TO THE ABOVE) FROM THE TOP EVERY 150' TOWARDS THE GROUND UNTIL THE DISTANCE IS LESS THAN 150' FROM THE GROUND (NOT FOR MONOPOLES). C. SURGE ARRESTOR IS PROVIDED BY OTHERS AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL MAKE ALL CONNECTIONS REQUIRED FOR INSTALLATION. D. ALL GROUNDING KITS SHALL BE PROVIDED BY OTHERS AND INSTALLED BY CONTRACTOR. 6. MISCELLANEOUS ITEMS TO BE CONNECTED TO THE GROUNDING SYSTEM: A. ANY METAL FENCE POST WITHIN 6' OF THE GROUND RING. B. TRANSMISSION LINE ENTRANCE HATCH. C. METAL CABINET PARTS NOT GROUNDED BY THE INTERNAL GROUND RING. D. METAL FUEL STORAGE TANKS, E. ANY SIGNIFICANT METAL OBJECT WITHIN 6' OF THE EXTERNAL GROUNDING SYSTEM OR ANY OTHER GROUNDED OBJECT. F_ EXTERIOR ICE SHIELDS. G. GENERATOR AND SUPPORT SKID OR BASE AND SWITCH. 7. INSTALLATION AND TESTING: A. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO FIELD CONDITIONS, B. CONTRACTOR SHALL NOT COVER UP GROUND RING AND CONNECTIONS UNTIL AN INSPECTION HAS BEEN PERFORMED. COORDINATE INSPECTION WITH CONSTRUCTION MANAGER., C. PROVIDE TESTING OF GROUNDING SYSTEM AS DIRECTED BY CONSTRUCTION MANAGER. B. THE MAXIMUM ALLOWABLE RESISTANCE READING SHALL BE 5 OHMS TO GROUND. IF THE RESISTANCE OF THE ENTIRE GROUNDING SYSTEM AS MEASURED AT THE MASTER GROUND BAR EXCEEDS 5.0 OHMS, THE -ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL BE NOTIFIED SO THAT ADDITIONAL GROUND LOCATIONS CAN BE UTILIZED. 9. ALL EXPOSED GROUND LEADS TO GROUND RING, PLACED IN CONCRETE, SHALL BE ENCASED IN 3/4" FLEXIBLE CONDUIT, SEAL TYPE OR SIMILAR_ 10. ALL GROUND WIRE CONNECTIONS TO EQUIPMENT GROUND RING THAT ARE RUNNING ABOVE GROUND SHALL BE RUN INSIDE SEALTIGHT FLEX CONDUIT. 11, ALL CONNECTIONS ABOVE GROUND EXCEPT CONNECTIONS TO GROUND BARS OR ARRESTOR BRACKET SHALL BE WITH DOUBLE LUG CONNECTORS. CONNECTIONS TO GROUND BARS & ARRESTORS SHALL BE CADWELD. 12. COMPACT BACKFILL OF ALL TRENCHES FOR GROUNDING RING, SITE SOIL OR #57 STONE MAY BE USED FOR BACKFILL MATERIALS. CONTRACTOR SHALL OBTAIN APPROVAL FOR BACKFILL MATERIALS TO BE USED FROM CONSTRUCTION MANAGER. 13. CONTRACTOR SHALL PROVIDE S.S. FLAT & LOCK WASHERS AS REQUIRED FOR COMPLETE INSTALLATION OF GROUND LEADS AT GROUND BUS. ABBREVIATIONS P POLE AEG ABOVE FINISHED GRADE PCS PERSONAL COMMUNICATION SYSTEM A AMP(S) PVC POLYVINYL CHLORIDE AIC AMPERE INTERRUPTING CAPACITY tR RIGID GALVANIZED STEEL ATS AUTOMATIC TRANSFER SWITCH SCH SCHEDULE AWG AMERICAN WIRE GAUGE V1 TO BE DETERMINED BCW BARE COPPER WIRE UG UNDERGROUND C CONDUIT DWG DRAWING a G GROUND GEN GENERATOR GND GROUND Q GPS GLOBAL POSITIONING SYSTEM HZ HERTZ a KWH KILOWATT HOUR o MIN MINIMUM o THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING NTS NOT TO SCALE a ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO 3 THE ENGINEER'S ATTENTION PRIOR TO BIDDING. 0 P POLE PH PHASE PCS PERSONAL COMMUNICATION SYSTEM PPC POWER/PROTECTION CABINET PVC POLYVINYL CHLORIDE REP REPRESENTATIVE RGS RIGID GALVANIZED STEEL RWY RACEWAY SCH SCHEDULE SPE SERVICE PROTECTION ENCLOSURE TBD TO BE DETERMINED TYR TYPICAL UG UNDERGROUND V VOLT(S) SYMBOLS LEGEND DO E3 METER d R C-::�p DISCONNECT SWITCH EXPOSED RACEWAY - - - - UNDERGROUND RACEWAY O CONDUIT TURNED TOWARD VIEWER 0 5/8"m a 10'-0" GROUND ROD GROUND ROD TEST WELL - GROUNDING CONDUCTOR • EXOTHERMIC GROUND CONNECTION ■ MECHANICAL GROUND CONNECTION GROUND BAR PREPARED FOR \11 S VeriZO0nwimiess 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 PREPARED BY JACOBS° Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE 0500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949.224-7501 FOR CONSTR O 1020/14 ISSUED UCTION FLP NO. DATE REVISIONS BY NOT VALID W 04JT SIONATURE AND DATE -VERVON SITE ID: M M Z ® N cy LLA v N L'i Z p Z V♦ TOWER OWNER SITE ID: CA4551 4 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: OB23/14 BHEET NAME GENERAL ELECTRICAL NOTES SHEET NUMBER E-1 C O U O C O O W UTILITY POWER SUPPLY 120/240 VOLT, 1 PHASE, 60 Hz. (FIELD VERIFY) JG METER TO BE REUSED (BY UO (BY UTILITY CO.) SEE NOTES 3 M & 8 MINNIMUM 3 #3/0-2 1/2" CONDUIT (FIELD VERIFY) 200A DISCONNECTING MEANS MINIMUM 1#2 GROUND TO GROUND ROD (IF REQUIRED). GROUND IN ACCORDANCE WITH NEC ARTICLE 250. (FIELD VERIFY) MINIMUM 3#3/0, 1 #4 GROUND WIRE - 2 1/2" CONDUIT. SEE NOTE 4. (FIELD VERIFY) PR``EEP\AREE0 F///JOR ' . VCl7ZOn wireless 15505 SAND CANYON AVENUE BLDG. D. FIRST FLR. IRVINE, CAUFORNUI 92616 949.286.7000 PREPARED By JACO�S° Jacobs Engin oaring Group. Inc. 3161 MICHELSON DRIVE 9500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 r ENGINEER BEAL EXISTING/PROPOSED GENERATOR DESIGN REVISIONS RECEPTACLE EXISTING 200A DISCONNECT SWITCH EXISTING GROUND TO SERVICE \ ENTRANCE GROUND ROD IN ACCORDANCE WITH NEC ARTICLE 250. (FILED VERIFY) 2 NOT USED SCALE: NOT TO SCALE o 10/20/14 ISSUED FOR FLP CONSTRUCTION EXISTING MANUAL EXISTING 200A NO. DATE REVISIONS BY TRANSFER SWITCH AC CIRCUIT BREAKER PANEL NOT vAUD -LOUT BIGNATURE AND DATE NOTES: (THIS DETAIL ONLY) 1. FOR STANDARD ELECTRICAL SPECIFICATIONS SEE 'GENERAL ELECTRICAL NOTES'. 2. ALL CONDUIT RACEWAYS SHALL BE INSTALLED PER UTILITY TRENCH DETAILS. 3. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH POWER COMPANY AND ENSURE ALL ELECTRICAL EQUIPMENT IS SUITABLE FOR AVAILABLE FAULT CURRENT. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDUCTOR SIZES. COORDINATE ELECTRICAL SERVICE WITH UTILITY COMPANY. 5. CONTRACTOR SHALL COORDINATE TELCO SERVICE WITH UTILITY COMPANY. & SEAL ALL CONDUITS FROM WATER PENETRATION. 7. ONE -LINE DIAGRAM IS SCHEMATIC ONLY, NOT INDICATIVE OF ACTUAL EQUIPMENT LAYOUT, 8. CONTRACTOR SHALL LABEL METER SOCKETS WITH SERVICE OWNER NAMEPLATES WITH 1/2" MINIMUM PHENOLIC, WHITE LETTERS ON A BLACK BACKGROUND. 9. CONTRACTOR TO PROVIDE METER BASE, TELCO CABINET, AND ASSOCIATED RACKS AND CONDUITS AS NEEDED. 10. CONTRACTOR TO PROVIDE AND LABEL ALL CIRCUIT BREAKERS REQUIRED. AC ONE -LINE DIGRAM NOT USED SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE SrrE TOWER OWNER SITE ID: CA4557 4 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 0823/14 BHEEf NAME AC POWER PLAN & DETAILS SREE NUMBER E-2 C O C O+ o d c .; O1 PROPOSED MASTER GROUND BAR. FIELD VERIFY EXACT LOCATION �2 GROUND ALL PROPOSED EQUIPMENT RACKS AND CABINETS TO INTERIOR MASTER GROUND BAR 03 BOND INTERIOR MASTER GROUND BAR TO EXISTING EXTERIOR GROUNDING SYSTEM. (TYPICAL FOR 2 PLACES.) ® EXISTING CABLE ENTRY GROUND BAR MOUNTED BELOW HATCH PLATE �5 BOND PROPOSED INTERIOR GROUND RING (HALO) TO EXISTING EXTERIOR GROUND RING (TYPICAL FOR 4). © BOND GROUNDING LEAD FROM TELCO BACKBOARD GROUND BAR TO INTERIOR MASTER GROUND BAR. (FIELD VERIFY MASTER GROUND BAR LOCATION.) 0 VERIFY THAT SHELTER AIR CONDITIONING UNITS ARE BONDED TO GROUND RING (TYPICAL FOR 2). (1) VERIFY EXISTING SHELTER TIE DOWN PLATE BONDED TO BURIED GROUND RING (TYPICAL FOR 4). 09 VERIFY EXISTING DOOR AND DOOR FRAME ARE GROUNDED TO EXISTING GROUND RING 10 GROUND PROPOSED COAXIAL CABLES TO SHELTER CABLE PORT AND MAIN TOWER GROUND BARS (TYP. 3 PLACES) 11 GROUND PROPOSED APPLETON E11985 GENERATOR PLUG TO EXISTING GROUND RING NOTE: DETAIL IS SCHEMATIC AND IS SHOWN FOR CLARITY. SEE SHEET A-2 FOR EQUIPMENT LOCATIONS. NOTE: ALL METAL DEVICES AND UTILITY BOXES MOUNTED TO THE EXTERIOR SHELTER WALLS SHALL BE GROUNDED TO THE EXISTING GROUD RING. NOTE: CONTRACTOR TO NOTIFY VERIZON CONSTRUCTION MANAGER OR APPROVED REPRESENTATIVE OF ANY MISSING OR DAMAGED GROUNDING EQUIPMENT SYMBOLS LEGEND o EXISTING GROUND ROD NOT VADD WITHOUT SIGNATURE AND DATE GROUND ROD TEST WELL — GROUNDING CONDUCTOR • EXOTHERMIC GROUND CONNECTION ♦ MECHANICAL GROUND CONNECTION GROUND BAR V 5 DROPOSED QUIPMENT :ACK (TYP.) EXISTING SHELTER It FOUNDATION If EQUIPMENT AND SHELTER GROUNDING � SCALE: NOT TO SCALE Ve1ffOn wireless 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 PREPARED BV JACOBS° Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE 0500 IRVINE, CA 92612 PHONE: 949.250.1816 FAX: 949.224-7501 ENGINEER SEAL O 1020/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VADD WITHOUT SIGNATURE AND DATE -VERIZON SITE ID: M p N Lu cy > cue LV a aLo0Z V.- Z aWm� a� C13 J TOWER OWNER SITE ID: CA4557 4 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 0623/14 SHEET NAME EQUIPMENT GROUNDING PLANS SHEET NUMBER E-3 & 0 0 0 O TYPE HS TYPE 2-YA-2 TYPE YA-2 TYPE GT TYPE TA TYPE VN TO ANTENNAS COAX JUMPER (NP-) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTES ANTENNA CABLE TO J EQUIPMENT (TYP.) 2 CABLE GROUNDING SCALE: NOT TO SCALE 0 0 0 O I TYPE XA TYPE YA-2 TYPE GT ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS -TO BE USED FOR THIS PROJECT. EXOTHERMIC WELDING WATERPROOFING TYPE NC TYPE SS TYPE G` TO ANTENNAS COAX JUMPER (NP-) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTES ANTENNA CABLE TO J EQUIPMENT (TYP.) 2 CABLE GROUNDING SCALE: NOT TO SCALE 0 0 0 O TYPE W TYPE VS TYPE VB TYPE PT TYPE GR NOTE: STRANDED CU WIRE WITH GREEN, ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS -TO BE USED FOR THIS PROJECT. EXOTHERMIC WELDING WATERPROOFING SCALE: NOT TO SCALE AS SPECIFIED TO ANTENNAS COAX JUMPER (NP-) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTES ANTENNA CABLE TO J EQUIPMENT (TYP.) 2 CABLE GROUNDING SCALE: NOT TO SCALE NOTES: 1, PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR. 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 20" MINIMUM O G O 0 0 0 0 0 0 0 0 0 0 0 O ANTENNA (NOT INCLUDED) GROUND 0 0 STRANDED CU WIRE WITH GREEN, �\ ANTENNA CABLE a YPlcnur) 60V. THHN/THWN INSULATION, SIZE WATERPROOFING 1 2 TO 24 n c 20" MAX. s AS SPECIFIED KIT (TYP.) 0 #2 TINNED GROUND 0 0 FROM ANTENNA COAX CABLE 3/8" 0 0 0 MOUNTING PIPE GROUND LEAD 0 WEATHERPROOFING KIT ANTENNA L_ (SEE NOTE 3) 4"X12"X1/4" THICK, GROUND BARON O V♦ TOWER TINNED GROUND BAR / GROUND KIT (TYP.) AWG STRANDED & CONNECTIONS COPPPEE R GROUND WIRE (/ (GROUND TO GROUND BAR) '2 AWG (SEE NOTE 1 & 2) \ QO co) O O �� ' `/ (COO0 0 O � � � \J COPPER ANTENNA GROUND BAR WITHOUT INSULATORS. BONDED NOTES: 0 U �0 O O O G DIRECTLY TO TOWER 0 0 0 0 0 0 NOTES: 1, PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR. 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 20" MINIMUM O G O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 YA3C-2TC38 0 0 0 0 0 0 0 0 0 0 0 3/8" 0 0 0 0 0 0 0 r7 0 0 0 O V♦ / i"X4"X20" COPPER BUS BAR J"O (TYPICAL OF 48) 5/8" 0 (TYPICAL OF 48) 4 MAIN GROUND BUS BAR SCALE: NOT TO SCALE GPS ANTENNA GROUNDING - KIT #6 AWG GROUNDING KIT CABLE BUS BAR MOUNTED TO WALL TO GROUND SYSTEM GPS MOUNTING DETAIL V SCALE: NOT TO SCALE PIPE TO PIPE CLAMP ADAPTER 3/4" O.D.x48"H PIPE - GPS ANTENNA WALL MOUNT ANDREW PART #VC-GPSWM (4) 1/2"x3-3/4" WEDGE ANCHOR, ANDREW PART #MT -271 7 NOT USED SCALE: NOT TO SCALE 4" PLASTIC INSULATOR STANDOFF BRACKET 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2, GROUNDING KIT SHALL BE WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16X1 1/4" STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE 3 SECTOR GROUND BAR SCALE: NOT TO SCALE WIRE SIZE BURNDY LUG NOT VAUD WITHOUT SONATURE AND DATE BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 INC S 2 BOLT #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT b2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO -OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT, 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. 5 MECHANICAL LUG CONNECTION SCALE: NOT TO SCALE $ NOT USED SCALE: NOT TO SCALE BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) HEAT SHRINK NUT (TYP.) (CLEAR) GROUNDING LOCK WASHER (TYP,) � CONDUCTOR GROUND BAR J BOLT (TYP.) BURNDY TWO HOLE LUG WITH LONG BARREL FOR w6 AWG STRANDED OR EQUIVALENT BARE WIRE TO BE NO -OX AT BOTH ENDS 9 NOT USED SCALE: NOT TO SCALE V@P1 anwimiess 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE. CALIFORNIA 92616 949.296.7000 PREPARED BY JACOBS° Jacobs Enginoaring Group. Inc. 3161 MICHELSON DRIVE 9500 IRVINE, CA 92612 PHONE: 949-250.1916 FAX: 949-224-7501 O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VAUD WITHOUT SONATURE AND DATE -VERO:ON Sf ID M Ln Z o r M V r z Ick t0 Q cy V♦ TOWER OWNER SITE ID: CA4551 4 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: EQ352100 DATE: 0823/14 SHEET NAME ELECTRICAL DETAILS SHEET NUMBER E-4 12'- 1 1/2" 4'- 1/2 5 3/4" 8.5" (ANCHOR EOLT PI+OJE-, 1,111:! (BASE PLATE OFFSFT) (6) 1 . 5" OX 60" A14CHOR BOAS Al 60' APART " 13.25" 0 BOLT CIRCLE / I 7'- 6 3/8" tri •ER '3. � I �\ /J 5/16" TYP 13'- 1/2" 14' FOUNDATION 6 ANCHOR BOLT LAYOUT PLAN (NO SCALE) :ICHOR BOLT DOUBLE NUT 6 FLAT WASHER. -BASE PLATE LEVELING NUT ER CAP DRY PACK AFTER TOMER. IS ERT -CTE DRAIN PLATE SECTION A -A TYP DRAIN PLATE INSTALLATION (NO SCALE) Note: EXTREME CAPE SHOULD BE TAKEN TO ENSURE THAT ALL LEVELING NUTS ARE LEVEL WITH RESPECT TO EACH OTHER. PRIOR. TO ERECTION OF THE TOWER. SECTION C -C PIER REBAR LAYOUT (NO SCALE) CAP 0.5' J— =I I CONCRETE PIER VERTICAL RE CENTER THE CAG THE DRILLED 15 EQUAL SPACED #9 BARS A14CHOR B'LT9 lSEE SECTION h -A FOR DErA.ILS 5' Dia.. r- PEPAR TIES I' ON CE14TF,R x:y B LE AI' 'P02 4 47 44 BAR TIES 1' OC 2 AT TOP Q,?,pFESS/ON� GRgs (c� m W g L9 C101 gTFOF CPA- \F�Q� Z q/0 9 SECTION B -B PIER ELEVATION (NO SCALE) 11C -TE: MAINTAIN 3" MIN. _C111CRETE COVERAGE ON ,'ERTICAL REBAR. REBAR TIES =.RE DESIGNED WITH G- :OVER. TO AID IN 1 !;STA LLAT 1014. S. Steel Schedule CONCRETE VERTICLAL REBAR GEOMETRY Total Total - e q9� s4 REBAR TIB GEOMETRY R 2" 3" Min 45.5' GENERAL NOTES: DRILLED PIER !.Prior to excavation, check the area for underground facilities. 2.All reinforcing shall be deformed bars conforming to ASTM A615 Grade 60 (60,000 psi min. yield) and shall be provided by the foundation contractor. 3 -All concrete shall have a minimum compressive strength of 3,000 psi 0 28 days. The requirement for the concrete shall be as given in the ACI "Building Code Requirements for Reinforced Concrete", ACI 118, the latest edition. 4.The tops of pedestals at the same elevation shall be level with each other within 1/4 inch. Trowel tops of pedestals smooth. 5.Stee1 reinforcement and concrete should be placed immediately upon completion of the pier excavations. Contractor shall not allow a cold joint to form in the pier. Portion above grade should be formed. Temporary casing may be required to prevent caving prior to concrete placement. 6.The ground water was encountered at 12' below grade during boring. 7.Concrete is assumed to weigh 150 pcf- S.Dry Packing Procedures: Mix 2 parts sand, one part cement, and add just enough water to allow molding a shape by hand. Restrict the water content to a minimum . (This minimizes the possibility of shrinkage when the mortar, dry -mixed for maximum density and strength, is packed in place.) The packing shall be done by hand, ramming with bare or caulking tools, or a combination thereof. 9.Estimated concrete volume = 100 cubic yards total 10.Design Based on the following factored loads from installation drawing for order number 12564-69, Dated,05/28/2009 Factored Uplift - 227 RIP Factored Download - 246 RIP Factored Shear -23.2 RIP 11. Reference: Geotechnical Firm, Toro International, Report, TI Project NO. 07- 119.21, Dated May 26, 2009 and email addendum Dated May 28, 2009. 12.A representative of the Professional Geotechnical Firm Toro International should be present during construction, to verify the soils are consistent with soil borings and assumptions. Reinforcement ., ...., Steel Schedule CONCRETE VERTICAL Total Total - e Rebar size I Rebar Spacing Bar Length (ft) Bar Weight lb/ft Weight (lb) BAR Qt 1 Vertical 09 EQUAL - 45' 3.4 6885 45 2 Ties b4 1-0" 13'- 9 5/8" 0.67 1304 141 --- ------ run rUUNUATIUN INSTALLATION - 8189# REBAR LAP SPLICE TABLE Ref. ACI 318-05 Rebar Rebar CONCRETE VERTICAL Size Grade STRENGTH REBAR PSI OVERLAP #9 60 3000 48" nu,na: apLicing 1s an alternative to specified material listed in rebar schedule. Where vertical bars are to be spliced, splices should be staggered. GRADE 60 REBAR TIES HOOK GEOMBTRY Rebar Size Standard Splice Length, inches 6db• • 4db- Min Length Nominal Radius 04 1 Not Applicable 3" Min R 2" • db = Bar Diameter •• Refers to (UBC -1997 1921.2.1.7) Stirrup hook detail 6db Sin min. it 7575 25TH STREET SE UNLValmont � SALEM, OR 97702 DIMENSIONS ONSAR I NDTF.D VV MAIN 15031 363-9267 TOLERANCES ARE 1N INCHES TOLERANCES ARE: MICRO F LECT FAX 1507' 716-2°4° x.- Xf.- - - 1,9- By: JG DRILLED PIER FOUNDATION LAYOUT 1114' Check: MF CUSTOMER:Verizon Wireless Date: 05 441091 SITE: Heber, CA APALYSIS VERSION: 11S.0.912564-69 S12E - B DWG NO. B-127372 Sheet 1 of 1 MEMBER TYPE & SIZE CHART SECTION 1 ELEVATION = 100.00 FT TO 115.00 FT LEG = PIPE 2.88 O.D. X 0.203 WALL THK. DIAGONAL = A 1.75 X 1.75 X 0.188 1 -Beacon Light HORIZONTAL = A. 2.50 X 2.50 X 0.188 FT N/A APPROXIMATE SECTION WEIGHT = 700# SECTION 2 ELEVATION = 80.00 FT TO 100.00 FT LEG = PIPE 3.50 O.D. X 0.216 WALL THK. DIAGONAL = s 2.00 X 2.00 X 0.188 N/A 12 -Panel Antenna 48 APPROXIMATE SECTION WEIGHT = 1000# SECTION 3 ELEVATION = 60.00 FT TO 80.00 FT LEG = PIPE 4.50 O.D. X 0.237 WALL THK. DIAGONAL = A. 2.50 X 2.50 X 0.188 3 -Cross Arm, 13' Dou N/A APPROXIMATE SECTION WEIGHT = 1300# SECTION 4 ELEVATION = 40.00 FT TO 60.00 FT LEG = PIPE 6.63 O.D. X 0.280 WALL THK. DIAGONAL = s 2.50 X 2.50 X 0.188 N/A 88N/A APPROXIMATE SECTION WEIGHT = 1950# SECTION 5 ELEVATION = 20.00 FT TO 40.00 FT LEG = PIPE 8.63 O.D. X 0.322 WALL THK. DIAGONAL = d 3.00 X 3.00 X 0.188 108N/A APPROXIMATE SECTION WEIGHT = 2650# SECTION 6 ELEVATION = 0.00 FT TO 20.00 FT LEG = PIPE 8.63 O.D. X 0.322 WALL THK. DIAGONAL = 4. 3.00 X 3.00 X 0.250 FT N/A APPROXIMATE SECTION WEIGHT = 2950# 11] APPROXIMATE TOWER WEIGHT = 10550# 6'-0'DUAL RED/WHITE LIGHT KIT :�-- 30' X 20' BEACON 30 1 15'-0' l- 14'-0' E. ANTENNA MOUNTING TABLE ANTENNA TYPE & MODEL NO. FREQUENCY •MOUNTING HEIGHT (DECIMAL FEET) MOUNTING AZIMUTH 1 -Beacon Light N/A 115.00 FT N/A 12 Panel Anlenno a8 N/A 108.00 FT N/A 16-LPA-80063/4CF N/A 98.00 FT N/A 12 -Panel Antenna 48 N/A 88WF N/A 12 -Panel Antenna 48 N/A 78N/A 3 -Cross Arm, 13' Dou N/A 108N/A 3 -Cross Arm, 13' Dou N/A 98N/A 3 -Cross Arm, 13' Dou N/A 88N/A 3 -Cross Arm, 13' Dou N/A 78N/A 3 -Stand-off, 3', No N/A 108N/A 3 -Stand-off, 3', No N/A 98.00 FT N/A 3-Stond-off, 3', No N/A 88.00 FT N/A 3 -Stand-off, 3', No N/A 78.00 FT N/A 1-4' HIGH PERFORMANC N/A 103.00 FT N/A 1-4' HIGH PERFORMANC N/A 93.00 FT N/A 1-4' HIGH PERFORMANC N/A 83.00 FT N/A 1-4' HICH PERFORMANC N/A 73.00 FT N/A 1-6' HIGH PERFORMANC N/A 70.00 FT N/A 1=6' HIGH PERFORMANC N/A 60.00 FT N/A 1-6' HIGH PERFORMANC N/A 50.00 FT N/A • = CENTERLINE OF ANTENNA , N/A = NOT AVAILABLE NOTES: 1. MAXIMUM DESIGN REACTIONS AT BASE: SHEAR = 23.21 KIPS/LEG VERTICAL DOWNWARD = 245.79 KIPS/LEG VERTICAL UPWARD = 226.64 KIPS/LEG 2. TOWER DESIGN CRITERIA: EIA/TIA - 222C 3. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING: EXPOSURE CATEGORY = C STRUCTURE CLASSIFICATION = 2 TOPOGRAPHY CATEGORY = 1 EARTHQUAKE SPECTRAL ACCELERATIONS: Ss = 2.15 ,S1 = 0.60 A. CASE i WIND =100 MPH ICE = 0.00 IN CASE 2 WIND = 60 MPH ICE = 0.00 IN B. ANTENNA LOADING IS PER THE ANTENNA MOUNTING TABLE SHOWN BELOW. 4. FINISH: GALVANIZED PER ASTM A-123 5. HARDWARE GALVANIZED PER ASTM A153. 6. THIS QUOTE/PERMIT DRAWING SHALL NOT BE USED FOR CONSTRUCTION. 7. SITE NAME = HEBER. CA CENTER POINT OF ANCHOR BOLT CIRCLE & CONCRETE PIER. TOWER CENTER (WORKING POINT) 60.00• 30.00° �-- 14'-0' -� 4'-0 1/2' TOWER PLAN VIEW AT BASE Q�pFESS/o ��.� E. G 0 F,yG1 w C 639 z * EXP. \l�T CIV 1\. \C�