The URL can be used to link to this page

0111-0019 (ELEC)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date "-Date%"' -f- IC&- Signature of Contractor'` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. N(i ) I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. aT.t� i'1.s FUND lb34it5"d (This section need not be completed if the permit valuation is for $100.00 or less). () I certify -that in the performance of the work for which this permit is issued, I shall not"emplloy/any,person in any/Ma (en so as to become subject to the workers' corApensatlon laws of California; and agree- that .if I ish.ould become subject to the workers' compensation provisions of Section 370b of the Labor Code, -I shall forthwith comply,with-those pprovisions? Date- ir...rb Applican`t`f� Warning: Failure to secure Workers' Compensation cove ra emis-unlawful'and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above mention ed�property�Jfor'i�nsspection purposes. 7 ! l,� / - ' Date 1� �,a.. Signature (Owner/Agent) - BUILDING PERMIT PERMIT# DATE l' / VALUATION I LOT (jl11-019 TRACT �I .00T)M JOB SITE APN ADDRESS 6-t'.St9£} Al:!lM S STR.UFF OWNER CONTRACTOR / DESIGNER / ENGINEER LA Ltit37'A 2-113nC LLCI JTTN11Y Cl:ib6BANY 37-55 WUM MARCH LICE i W 1Q16T W'MAT, UJOIArAY 1, 60 l c"K'3YJki CA 95129 )_�LA.0797Lk CA 9200 (714)528-881 3 03iI1 1569 USE OF PERMIT G (J:h OM- CXAL � SPRINT CELL, SITE PER A.PPR.OViota K.&NS CUP 417001.0631 V �.I.,sa,Ei'I')�i7 ty 1S RIA 1.9 6 '0 j', '91f'.Al..l,, i;3.bt1 LIr 1+ISTROA' IO) d;'OSIZ(Ar (:i)M.s",f.:3.d►J4:".3'tf"alw PER W. J., TIVER 9MMARY SLEC'.TRICA1.,Ni, . $33.50 r ;11-;A-7`€i°3'AL c:ONRI'RLc, !YON AND PLANC111,r.s�. $826.80 FEB 0 8 2002 C9'Irlf CWL QLIII►l I IIIII�I �III� I I �IIII IIII 36 r - — RECEIPT DATE B �% DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath "Drywall - Int. Lath ' Final Final POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS. Temp. Power Pole . Underground Conduit Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Notice LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and(ny License is in full force and effect. License # Lic. Class Exp. Date '1 .155 /' _ e/. t, t..'^ 1 I }f.�_j lisp/�. tj%:1'.•t Date f ' Signature of Contractor' - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( )'I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: () I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the, Labor Code, for the performance of the work for which this permit is issued' ,( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier ` `,, Policy No. . I F i• :- {ti it,^7 l.` iV�:uiyafi (This section need not be completed if the permit valuation is for $100.00 or less). () I certify that in the performance of the work for which this permit is issued, I shall not employ any.pgrson in any�•hnanner so as to become subject to the workers' con`Ipensation laws of Califbrnla, and agree that •it I/`should become subject to the workers' compensation provisions of Section 3700 of the Labor Code,) shall forthwith comply.-with,those�povisions=, Date~ Applicant Warning: Failure to secure Workers' Compensation coverage-•is-unlawful*and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section=3706 { of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety/ for a permit subject to tHe, conditions and restrictions set forth on his application. -- - — - 1. Each person upon'whose behalf this application is made &each person at ~' whose request -and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to'cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above -mentioned property;fo;:inspection%;purposes. Signature (Owner/Agent) r" ` — Date BUILDING PERMIT PERMIT# DATE f VALUATION LOT ? 1 : j!? i:� TRACT JOB SITE APN ADDRESS OWNER CONTRACTOR / DESIGNER / ENGINEER .i;h.T".. ."..,�:..YI :.i:. i.'ti., 3:,,•3;'`.::z':' ''rf`.i? '`^r,`f r- USE OF PERMIT .,'�ied1'•%;' >}v.•_)�'v'v:",...._.. ... ,...,..'.ii �)•:. Pi , ri•...� ,"Ler )':`-.. - �!�' Ft;'.>� `L'.i::. / �� gyp, llJ '• '?:.°r� lFiv,l�;.��::.,.{�,', ,`4 I QY Di� �'l )'9',�? _''.7�•��'v,.h�.' �?•i'�!ij _;i+it ;}�f i;'ct :60 (%_ fi..,'icr��'.ian FEB' 0 8 2002 WYOR aQUIRA , RECEIPT DATE j ey..-: _ DATE FINALED INSPECTOR 1TSA� S/ 75-120 n X I SSG Z r71 �2b C.ol;.Q C-«- LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # . Lic. Class Exp. Date 719304 AB C-10 FlIC 02/28/2( Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier STATE FUND Policy No. 1634953 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnity & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is Correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the,above-mentioned property for inspection purposes. Signature (Owner/Agent) Date A\ BUILDING PERMIT PERMIT# c DATE VALUATION LOT 0111-019 TRACT $65,000.00 JOB SITE APN ADDRESS 46-600 ADAMS STREET 649L020-054 OWNER CONTRACTOR / DESIGNER / ENGINEER LA UINTA 2-SPC LLC JITNEY COMPANY 3255 WEST MARCH LANE - 1057 EAST IMPERIAL • HIGHWAY #605 STOCKTON CA 95129 PLACENTA CA 92670 (714)528-8813 CBL4 6569 USE OF PERMIT COMMERCIAL SPRINT MONOPALM CELL SITE PER APPROVED PLANSlCUP #2001.063: VALUATION 62,925.00 LS 6 FT. WALL 83.00 LF E911MATED COST OF CONSTRUCTION 65,000.00 PERMIT FEE SUMMARY PLAN CHECK FEE 101-000-439-318 $313,30 CONSTRUCTION FEE 101-000-418-000 $482.00 ELECTRICAL FEE 101-000-420-000 $33.50 SUB -TOTAL CONSTRUCTION AND PLAN CHECK $828.80 LF93 PRE -PAID FEES $0.00 TOTAL PF'RMIT FEES DLTE NOW $828,80 9 1IIIIIIIIIIIIIIIIIIIIIIII 37 IE T RECEIPT DATE BY DATE FINALED INSPECTOR City Of La Quinta , Developers Project Approval Form Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department only after approval. Contact applicant for resolution of conditions preventing or delaying approval. Project: 571 S.F. Sprint Unmanned Cell Site 46-600 Adams Street Applicant Contact: Gene Enarson 949-307-8807 Application / Circulation Date: Community Development Department Christine di Iorio, Planning Manager Public Works Steve Speer, 7 2 01 ER<f2— Date III V1 k 22 Date 6 7' D to r # GtY Of La Quinta Building 8r Safety Division - SCANNED P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: A31445 5r Z4 &)t)1A Owner's Name: Z/-C A. P. Number: Z-D - Legal Description: C Contractor. 7qq,,,C,2 17-Alfy Address: City, ST, Zip: TvrV4?-1 7— ... . Telephone: -Al_-Al_ ISOO x ) I k --7 Address: City. ST, Zip: Project Description:.5 Tel State Lic. 3 Y City Lic. Arch.. Engr.. Designer: Address: City. ST, Zip: Telephone: Co ristruction Type: OccupancN . . . . . . ...... State Lic. P ect type (circle on Ne%v Add'n Alter Repair Demo Name of Contact Person: Sq.:Ft:.::55:7ZJ#:S7tories: # Units: Telephone # of Contact Person: q-'I� 3,07 Estimated Value of Project: fgo - 7 - 1 66-, boo 10-7 APPLICANT: - LICANT: DO NOT WRITE BELOW THIS LINE Submittal Req'd Rec'd TRACKING I PERMIT FEES Item Amount Plan Sets 2- Plan Check submitted IYZ Structural Calcs. 17) — Reviewed, ready for corrections tAfelan Check Deposit Truss CaIcs. Called Contact Person V'o Plan Check Balance • B.I., PIEE Title 24 Calcs.. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical — Grading plan Subcontactor List 2"' Review, ready f or correct ion issue Called Contact Person Electrical • Plumbing Grant Deed Plans picked up S.M.I. — H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee A.I.P.P. — Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees :/d b I 0 / <? ( Total Permit Fees I Cio of La Quinta Developers Project Approval Form Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department only after approval. Contact applicant for resolution of conditions preventing or delaying approval. Project: 571 S.F. Sprint Unmanned Cell Site 46-600 Adams Street Applicant Contact: Gene Enarson 949-307-8807 Application / Circulation Date: Community Development Department Christine di Iorio, Planning Manager Public Works Department Steve Speer, Senior Engineer 1172 01EA�X— Date Date Date YOUNG ENGINEERING SERVICES Engineering Architecture•Surveying• Building &.Safety Services Letter. of Transmittal To: City of La Quinta Attn: Greg Butler Tel No.. - We are forwarding: By Messenger No. of Copies 1 Description: Plans Date: 11/8/01 Project: PC #0111-019 (1" check) 46-600 Adams St. W.O.. Tract No.: By Mail X Your Pickup Monopalm shop drawings Monopalm column/baseplate/caisson calculations Soils Report Comments: Structural plans and calculations are approvable This Material Sent for: Your Files X Per Your Request Your Review Approval Checking At the request of: Other By: John W. Thompson Phone # 760-342-9214 47-159 Youngs Lane, Indio, CA 92201 (760) 342-9214 Bronz Young 0 TA'i Building & SC Of Plan Review Date: 11/16/01 Project Address: 46-600 Adams St. Project Description: Sprint Cell Site & Mon, Status: First Plan Review - Noi Contractor/Applicant: Undetermined / Gene Plan Review by: Daniel P. Crawford Jr. Building Inspector H (760) 777-7027 APPLICANT: The following items are being returned to you for correction: 1. Two (2) plan sets Dear Gene, The following instructions are provided to expi * Provide a written response to each comment the correction can be found. * Show or note specifically how compliance w * Please return all red =marked plans and/or call a" Department Correction List Permit # 0111-019 son 949-307-8807 BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: 1. Two (2) plan sets to your plan review for approval: the following pages, noting specifically where a code requirement is achieved. itions with your resubmittal, Thank You. 1. Provide written evidence of Community Development Department approval of this Project. Contact the Community Development Department directly at (760) 777-7125. 2. Provide written evidence of Public Works Department approval for this Project. Contact the Public Works Department directly at (760) 7771-7075. 3. Provide written evidence of Riverside Coun' Fire Deparhnent approval for this Project. Contact the Riverside County Fire Department�directly at (760) 863-8886. 4. All documents prepared by a licensed architl' ct or: engineer shall be stamped and wet -signed as prescribed by the California Business and ProfIssions Code 5536.. Digital signatures are not acceptable. (Sheets LSI, LS2, El, E2, & E3) 5. Note on Plans: "All construction shall Mechanical, and Electrical Codes. 6. Noted emergency generator parking as pi access hardships for adjacent dedicated RV with the 1998 California Building, Plumbing, I creates a circulation obstruction as well spaces. Provide specific approval from listed. departments noted above, line 1, 2 & 3 for 1 7. Submit structural calculations to support Detail notes 5'-0" minimum footing width,a 8. Provide Contractor information. 9. Cellular Tower structural is approved Please revise plans and/or calculations as nevi plans and/or calculations, stamped and wet-si, further information is provided and reviewed, if I may be of any further assistance, Thank yc Since ely, ante . ra or r. Building Inspector II dpc 1 iosed generator parking. posed 6' CW perimeter block wall, detail 1/C6. e grade 8". Reconcile. reprint and resubmit two complete sets of: by the professionals who prepared them. As tional corrections may be required. Please call YOUNG ENGINEERING SERVICES Engineering Architecture -Surveying- Building & Safety Services Letter of, Transmittal To: City of La Quinta Date: 1/29/01 Project: PC #0111-019 (1" check) 46-600 Adams St. Attn: Greg Butler W.O.: Tel No.: Tract No.: We are forwarding: By Messenger By Mail X Your Pickup No. of Copies Description: 1 Plans 1 Structural calculations 1 Structural plan check comment list Comments: This Material Sent for: Your Files X Per Your Request Your Review Approval Checking At the request of: Other By: John W. Thompson Phone # 760-342-9214 47-159 Youngs Lane, Indio, CA 92201 (760) 342-9214 Bronz Young City of La Quinta Building and Safety Department Plan Check Corrections - Sprint / Block Wall Engineer: Tetra Tech, Inc. 46-600 Adams St. Plan Check No.: 0111-019 (1st check) La Quinta, California Date: 1/29/02 1. Clarify the reinforcing requirement. Plans (sheet C6) call -out #4 at 24" o/c ea. way and the calculations (pg. 3) call -out #4 at 16" o/c ea. way. 2. Clarify whether or not the block wall requires special inspection. The cover sheet of the calculations specifies special inspection but the calculations on page 3 state no special inspection. Please clarify. If special inspection is required clearly specify on the plans. 3. Structural calculations shall be stamped and wetsigned by the Engineer of Record. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer. John W. Thompson, P.E. Phone No.: 760-342-9214 Fax No.: 760-342-6164 Sent By: Lucent Technologies; OR- Yp ell 562 802 5772; Jun-19-02 11:09AM; Page 2/3 SCplylyltp ., . Lucent Technologies Bell tabslnnovations Global Srrvit'c PrnviduBusinrss Attn-. Daniel Crawford, Inspector 12825 Aluxidra Blvd. Re: Permit No.: 111019 Nor Norwalk. 1030 Noxwalk, CA 9065 L • 1036 Address: 46 0 Adams St., La Qiunta j Job: Cell Site at Storage: USA The following information is being provided in response to questions arising from your inspection of the, above cell site and specifically issues with electrical inspection results pertaining to the power cabinet. Item) 1 Pertains to the question of whether aluminum wire is being used within the power cabinet. Restwnse: No Aluminum wire is used within the power cabinet. As required by NEC Article 310-11 all wire is marked and is of type MTW or TFE copper or nickel - coated copper. (Reference NEC Table 310-13) Item 2 Pertains to the question of the proper grounding of a 15 amp circuit supplying the heater within the power cabinet. Response: The power cabinet meets the requirement of NEC Article 2.50-2 (b) Grounding Of Electrical Equipment, i.e., "conductive.materials enclosing electrical conductors or equipment shall be" grounded (Note: This question arose because. a 3 conductor SO cord type cable supplies the heater circuit with the green conductor cut at both ends and not used) SO type cable was used to provide flekibility and for rough service. Although 2 conductors are required for the circuit a 3 conductor cable may have been used as a result of 2 conductor -not being available. In conclusion NEC Article 90-7 is referenced here since the power cabinet is within the scope of this Code Section since it is Listed (see attached label) I hope the above information helps to resolve the issues with this site. Please call if there are further questions or concerns. Thank you for your consideration. Gilbert Martinez Electrical Director Lucent Technologies O InslatIation West W 562 802-5727 FAX 562 802-5772 <<:�-:i gmarti®iucent.com 1CB0/1AFT Certified Elcetrieal Inspector No, 0969566-20 California Licensed 131"trical Contractor .. ........ 1 . ...... ... . . . . . . . . . . . . . . . . . . . . . . . 1 V: .... . ..... . ...... .. . .... . . . . . . . . . ....... .. . . . . . . . . . . . . ... ....... ..... 1; ..... . ....... ......... . .. .. ....... . ... . ... .... . .. .. ...... . . . .. ... ...... .. . ... ..... ..... .. TO: FROM DATE: RE: $,C�9NNE0 PLAN CHECK TRANS'MITTAV O, , City of La Quinta/Zn,,� Community Development Department U -'t1vt. 78-495 Calle Tampico (P.O. Box 1504) La Quinta, California 92253 760-777-7067 (Phone); 760-777-1233 (Fax) Diane Aaker, Senior Secretary Building and Safety Department Greg Trousdell, Associate Pla*,-� November 26, 2001 CUP•2001-063, Sprint Monopalm at 46-600 Adams St. (Storage USA) Corrections requested by this Department are: 1. Provide landscape and irrigation improvements adjacent to the monopalm communication antenna as required by Planning Commission Resolution 2001-127 (Condition #8). See the attached conditions. 2. Specify the material to be used to cover the monopalm support pole, thereby replicating a living palm tree. 3. Specify color of the proposed masonry block for the 6' high equipment enclosure. 4. Specify a wrought iron access gate to replace the proposed chain link fence gate. Enc: c: Linda Ennabe, Telecom Wireless Solutions (Fax 714-245-2515) Betty Sawyer, Executive Secretary PICK SprintAdams-c Gregl 1/19/ss .f PLANNING COMMISSION RESOLUTION 2001-127 CONDITIONS OF APPROVAL - ADOPTED CONDITIONAL USE PERMIT 2001-063, SPRINT PCS OCTOBER 9, 2001 CONDITIONS OF APPROVAL 1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. This indemnification shall include any award toward attorney's fees. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of an improvement or building permit, the applicant shall obtain permits and/or clearances from the following public agencies, or departments: • Community Development Department • Building and Safety Department • Riverside County Fire Department • Imperial Irrigation District (IID) • Federal Communication Commission (FCC) • Federal Aeronautical Association (FAA) The applicant is responsible for any requirements of the permits or clearances from those jurisdictions. If the requirements include approval of improvement plans, applicant shall furnish proof of said approvals prior to obtaining City approval of the plans. 3. Development of this site shall be in substantial conformance with Exhibits approved and contained in the file for Conditional Use Permit 2001-063, unless amended by the following conditions. FEES AND DEPOSITS 4. The applicant shall pay all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for the plan checks, permits, and inspections. CONDCUP63 Sprint @Adams P-Greg/9-25 Page 1 of 2 !F . Planning Commission Resolution No. 2001-127 Conditional Use Permit 2001-063, Sprint PCS October 9, 2001 FIRE DEPARTMENT 5. Prior to building permit issuance, final construction plans shall be submitted to the Fire Department for review and approval. IMPERIAL IRRIGATION DISTRICT 6. Before any cranes, forklifts, or other aerial equipment are raised, please check for overhead wires pursuant to the provisions of California Title 8 (Electrical Safety Orders). Non -qualified electrical workers can get no closer than 6 feet from IID distribution lines and no closer than 10 feet from transmission lines. People operating boom type lifting or hoisting equipment can get no closer than 10 feet from IID distribution lines and not closer than 17 feet from transmission lines. 7. If ground excavation is required, even for seemingly benign applications such as anchoring a tent, please contact Underground Service Alert (USA). This service is free of charge provided USA is given at least two working days' notice (800- 227-2600). MISCELLANEOUS 8. A minimum of two 40 foot tall palm trees shall be planted in close proximity to . the monopalm communication tower and vines shall be espalier on the outside of the security walls in 15-foot increments. An automatic timer irrigation system is required. 9. Palm trees shall be maintained and replaced if they die. 10. Heavy gauge, opaque metal gates shall be installed. Chain link fencing is not allowed. 1 1 . The applicant shall agree to allow for future joint use and/or co -location of other telecommunication facilities at this site. CONDCUP63 Sprint @Adams P-Greg/9-25 Page 2 of 2 73'-0" m HAND HOLE -� (3 REQUIRED @ 120' SEPARATION) SEE DETAIL 2/S-1 ELEVATION @ 62'-0" E N 0 0 0 N 1 0 z 3 n 52'-0" 3'-0" 1 14.000" ACROSS FLATS CLAMP ON STRAIGHT ARMS SEE SHEET S-2. CLAMP ON DUAL CURVED ARMS SEE SHEET S-2. R 1 /4n 15.25' (Fy=65) (EST WT = 0.629 KIPS) SPLICE LENGTH MIN = 24.30" DESIGN = 27.00" MAX = 32.00" PALM FROND SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. NOT TO SCALE. R 1/4" X 52.00' (Fy=65) (EST WT = 2.955 KIPS) (1) EXIT PORT @ 0' SEE DETAIL 1 /S-1 G I CV " z x w LO to =w I M DETAIL OF JACKING NUTS 0 SPUC BASE REACTIONS FOR FDN DESIGN BASE R 2 1/4" X 33.625" SQUARE (WT. = 0.721 KIPS) MOMENT = 600 ft-kips W/(8) 2.25"0 ANCHOR BOLTS IN QUADRANTS ON 33.500" B..C. WITH MIN. 6'-0" SHEAR - 10.0 kips EMBEDMENT INTO PIER (W/NUTS & TEMPLATE PLATE @ BOT.) AXIAL 7.0 kips TIGHTEN ANCHOR NUTS TO AISC SNUG TIGHT CONDITION. SLE DETAi� - s 4/S-1 - P 26.500" ACROSS FLATS POLE ELEVATION SEE SHEET S-2 FOR CAISSON (DRILLED PIER) FOUNDATION L 0 A D C A S E S CASE 1 85 MPH WITH NO ICE DESIGN WIND CASE 2 74 MPH WITH 1 /2" RADIAL ICE REDUCED WIND WITH ICE CASE 3 50 MPH WITH NO ICE OPERATIONAL WIND P 0 L E S P E C I F I C A T 1 0 N S Pole Shape Type: 18-SIDED POLYGON Taper: 0.200000 I N FT Shaft Steel: ASTM A572 GRADE 65 Base PL Steel: ASTM A572 GRADE 50 50 KSI Anchor Bolts: 2 1 4 0 x 7 -0 LONG 18J ASTM A615 GRADE 75 S H A F T S E C T 1 0 N D A T A Shaft Section Section Length (feet) Plate Thickness (in.) Lap S lice tin.) Diameter Across Flats (inches) @ Top Bottom 1 2 15.25 52.00 0.2500 0.2500 27.00 14.00017.050 16.10026.5C r NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES 85 MPH WIND 50 MPH WIND Elevation Lateral Deflection (Inches) Rotation (sway) (degrees) Lateral Deflection (Inches) Rotation (sway) (degrees) TOP 4.3.2 5.632 14.9 1.949 A N T E N N A L I S T No. Elev. Description - TOP 3 4 LIGHTNING ROD - TOP PALM FRONDS 1-12 TOP (12) COMSAT PCS A-065-19 - TOP DUAL CURVED ARM MOUNTS ANTENNA FEED LINES RUN INSIDE OF POLE. )ESIGN MEETS REQUIREMENTS OF THE FOLLOWING 1997 UBC SECTIONS: 'H. 16, DIV. III - WIND SPEED=70 MPH, EXPOSURE C, 1=1.0 H. 16, DIV. IV - SEISMIC ZONE 4, Na=1.1, Nv=1.4, SOIL PROFILE So, R=2.2 M^ I f C'I I A r r Z Z f5'-0"0 SHAFT CAISSON (DRIL INTERIOR BASE w Of a c� U) 00 LO B A S E P L A T E D A T A Material: ASTM A572 GRADE 50 50 KSI Plate Thickness in.): 2.2500 Qty. Anchor Bolts: 8 Anchor Bolt Hole Dia (in.): 2.6250 BASE PLATE DETAIL r4 N)l, (ASTM A572 GRADE 50) S _ EXTERIOR POLE SHAFT POLE SHAFT 1 /4" ACK ZI GOUGE PLATE 1 /4" 2.2500 33.50"0 BOLT CIRCLE 26.50"0 ACROSS FLATS 20.00"0 I.D. a 270' N EXIT PORT 12%24" L HH 6x12 .- 3" P1M VIEW 1/4 2 CR0K,-SECTION ,r S- 1. ALL STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATION FOR STRUCTURAL STEEL" ASTM A572 (65 KSI YIELD POINT MATERIAL), EXCEPT WHERE NOTED ON SHEETS S-1, S-2 OR AS NOTED BELOW. 2. ALL STEEL PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500 GRADE C 46 KSI YIELD POINT MAT. 3. ALL STEEL SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. 4. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST VERSION OF THE AMERICAN WELDING SOCIETY A.W.S. D1.1 WELD ELECTRODES SHALL CONFORM TO E70 ELECTRODES. 5. ALL ANTENNA FEED LINES RUN INSIDE OF POLE SHAFT. 6. THE FOLLOWING ITEMS SHOULD RECEIVE SPECIAL INSPECTION ACCORDING TO SECTION 1701 OF THE 1998 CBC: A) CAISSON FOUNDATION: REINFORCING CAGE SHOULD BE INSPECTED TO ENSURE THAT THE PROPER GEOMETRY, SIZE, LENGTH, QUANTITY AND GRADE MATERIAL ARE USED. B) ANCHOR BOLTS: PLACEMENT SHOULD BE ORIENTED ON PROPER BOLT CIRCLE AS SHOWN ON THE STRUCTURAL PLANS, SHOULD BE PLUMB, SHOULD HAVE MINIMUM EMBEDMENT OF 6'-0" INTO CAISSON FOUNDATION (12" MAX PROJECTION), NUTS SHOULD BE TIGHTENED TO A SNUG TIGHT CONDITION PER AISC STEEL MANUAL OF STEEL CONSTRUCTION. C) ALL A325 BOLTS AND THREADED RODS: SHOULD BE TIGHTENED TO A SNUG TIGHT CONDITION PER THE AISC STEEL MANUAL OF STEEL CONSTRUCTION. D) ALL CONCRETE SHALL BE TESTED AS SPECIFIED BY ACI-318, LATEST EDITION, TO ENSURE THE COMPRESSIVE STRENGTH IS ATTAINED AS DESCRIBED IN THE FOUNDATION NOTES. ERECTION NOTES: 1. THE CONTRACTOR SHALL ORIENT THE ANTENNA MOUNT AS REQUIRED BY THE OWNER. 2. GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY SHOULD BE TOUCHED UP USING COLD GALVANIZING PAINT. 3. TIGHTEN ALL BOLTS TO AISC SNUG TIGHT REQUIREMENTS. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT, THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF AT LEAST 3000 PSI AT 28 DAYS. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", LATEST EDITION. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A615 (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILIN REINFORCED CONCRETE STRUCTURES", ACI 315, LATEST EDiTION, UNLESS DETAILED CN i'iilS DRAWING. 3. SEE ELEVATION/S-1 FOR ANCHOR BOLT QUANTITY, SIZE, LENGTH, AND BOLT CIRCLE. 4. TOTAL CONCRETE = 13.5 CUBIC YARDS. 5. FOUNDATION DESIGN BASED UPON GEOTECHNICAL EXPLORATION REPORT: PREPARED BY . . . . ATC ASSOCIATES, INC. REPORT NO . . . . . . 40.75013.0410 DATE . . . . . . . . . . . SEPTEMBER 4, 2001 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 7. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE LOADS: MOMENT: 600 FT -KIPS SHEAR: 10.0 KIPS AXIAL: 7.0 KIPS 8. GEOTECHNICAL ENGINEER MUST INSPECT FOUNDATIONS PRIOR TO PLACING REINFORCING STEEL OR FORMS. GEOTECHNICAL ENGINEER TO PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORD PURPOSES. 9. CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS TO SUPPORT THE DRILLED PIER EXCAVATION, REFER TO THE GEOTECHNICAL REPORT FOR RECOMENDATIONS. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTIO DATE __ BY :SECTION A -A