Loading...
0107-272 (COMM) LICENSED CONTRACTOR DECLARATION PERMIT# U) I hereby affirm under penalty of perjury that I am licensed under provisions of BUILDING PERMIT I- Chapter 9 (commencing with Section 7000)of Division 3 of the Business and DATE VALUATION LOT 0117_272 TRACT (v U) Professionals Code,and my License is in full force and effect. O j M License# Lic.Class Exp.Date f 9/27Q(X `$ LuLo JOB SITE APN I Lu WADDRESS 3 � 11 �a -•t- Z ' r✓, 7 r OWNER CONTRACTOR/DESIGNER/ENGINEER �o`Z � ,i Date ��� ' �'•��� Signature of Contractor �-�-�� �`��� - • �`•�••�� l.�`r.,�' V OWNER=BUILDER DECLARATION . D.�.PIR•f �. [i��3f a`k'�014�3y ' 'T f.,�€'�3D�Id�.�.1 E CONSTRif1t~"i.101 t O,INC W W I hereby affirm under penalty of perjury that I am exempt from the Contractor's o�,�Q �1� �; IL AVE U) License Law for the following reason: 1A C;�U$.1+1�1.r°�. C A 92253 B.L.O02v�i�7C�AM CA 92316 Z_ ( ) 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 (9t1� '!5"`��12 3ia 650? Sale(Sec.7044,Business&Professionals Code). USE OF PERMIT ( ) I, as owner of the property, am exclusively contracting with licensed contractors to Tconstruct the project (Sec. 7044, Business & Professionals CQ:MMMMUNL Code). . () I am exempt under Section , B&P.C.for this reason UN-MMME13 CE1..,LYR AR 111'r_,;322 51e.hLf1'f.,MNO, 1341...1+.,6'CHAJO. LO O N Date Signature of Owner LVR'X'F•A1s K C�c��gMUNI4:A'1`IONr'�t5'V� R, rn a Z WORKER'S COMPENSATION DECLARATION C) 2 Z I hereby affirm under penalty of perjury one of the following declarations: U-) H 0 O 1 have and will maintain a certificate of consent to self-insure for workers' 0AR.,A,CjN�°.�11k.F0R'1' 322,00 SP compensation, rovided for b Section 3700 of the Labor Code, for the X w — P ip Y 6 i•3.VIV001�91�1>*400 (3A.€0 YX O C performance of the work for which this permit is issued. m Q L) I have and will maintain workers'compensation insurance,as required by Q UQ Ser-.tion 3700 of the Labor Code, for the performance of the work for which this L LID I- permit is issued. My workers' compensation insurance carrier & policy no. are: It Z Carrier I V T+��T Policy No. L��A ��yy Yyee•��yyii F{n is+yam+ 4��s v� cN ,f�•e!n,tp 9 y��2 pyo( �ywf 7A50,20 i L� Cb Q .7VIIATE FU'?AD VA41.00U NIT OMK1 A:,�FAAc'Y.Ct7kPED(401'SA Ci C E�SYG�ri,A4�7,.C'UON 750,20 Q (This section need not be completed if the permit valuation is for$100.00 or less). 1', 1A f Fes'SUMMARY J ( ) I certify that in the performance of the work for which this permit is issued, PI.,11e;1013MIX MEL? 101.000.439-3113 f4ri,"k I shall noc employ any person in any manner so as to become subject to the CUMS'(RUC;'y'iU-4 PKE 101-Q{'0.41 8­000 $09.01 workers' compensation laws of California, and agree that if I should become FIXC"TRIC.A1,PRE 101.000.420_0003 €D A4 subject to the workers'compensation provisions of Secti03700 of the Labor S.TR.0"4a MOTIM tom,CO'MAA 100-CA)0-241-000 $1.6 Code, I,shall forthwith comply witR�ftiose provisions.,/'' j Date:6 . i Applicant d .L_ Lilt' �;,� � � :� :�..' ART 11.E PUBLICY�1.,�.MS-COM?Z70-000-445-000 $37,25 x vo �' Srfffid3ArdTC1�d.,Y� 101-OW-4,2.1-000 �3r..CtrJ Warning: Failure to secure Workers'Compensation✓coverage I 4unlawful and y shall subject an employer to criminal penalties and civil fines uplo$100,000,in t�1 11J19 )' i©I-&�t.C9 ' •C` ��ff'@� addition to the cost of compensation,damages as provided for in Section 3706 ;DEVE1MPy'C'T 13w�.fi.P of the Labor Cude,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 a whose request and for whose benefit work is performed under or pursuant to RDEPT C� ';�'j j ���T�g �' j�t](a) �� (; );C, :.i1 any permit issued as a result of this applicaton agrees to, &shall, indemnify 0LE03 PRT3 1a.+ M� c� MOD & 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 '.' AXo " fliL 'r' , Y9''�.�NO permit, or cessation of work for 180 days will subject permit to cancellation. SEP 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 CITY OF E, 57 construction, and hereby authorize representatives of this City to enter upon FINAIE the above-mentioned property for inspection purposes. —-- i !�f i RECEIPT DATE, ` BY D�TE.FI ED O INSPECTOR 1 Signature�(Owner/Agent) }••�� t /!/4 MIA-..r'Irk_ Date'"�' pp�� t .... . .. wfJ .. i . INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms&Footingsb//�/�/ Ducts Slab Grade Retum Air Steel Combustion Air Roof Deck Exhaust Fans 0.K.to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. 'Fans&Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall-Int.Lath Final Final A-4*1 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 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 Appliances. Final COMMENTS: Final Utility Notice(Gas) - ELECTRICAL APPROVALS L/ . Temp.Power Pole Underground Conduit �.��✓� G Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors _ Temp.Use of Power �Z/ 47 a� Finan Utility Notice(Perm) LICENSED CONTRACTOR DECLARATION Uj I hereby affirm under penalty of perjury that I am licensed under provisions of BUILDING PERMIT PERMIT# Chapter 9(commencing with Section 7000)of Division 3 of the Business and 04 W Professionals Code,and my License is in full force and effect. DATE VALUATION Lor 0107-272 TRAM p=� License# Lic.Class Exp.Date 09�MOC _ S745020 JOB SITE APN r–X T_ 483630 A- 12/31!2( ADDRESS 81-610 AVENUTE;8 oZ r- Date Signature of Contractor OWNER761=710-021 O.O CONTRACTOR/DESIGNER/EN (NEER _JU co OWNER-BUILDER DECLARATION` Ilv1PE IAL IRRIGATION DISMCT INLAND VALLEY CONSTRUCTION CO,INC H WI hereby affirm under penalty of perjury that I am exempt from the Contractor's $1.600 AVENUE 58 ca License Law for the following reason: 18382 SLOVER AVE- Z ( ) I, as owner of the property, or my employees with wages as their sole LAQUTNTA CA 92253 BLOONWGTON CA 92316 compensation,will do,the work,and the structure is not intended or offered for (909)875-2112 CBL# 6507 sale(Sec.7044,Business&Professionals Code). USE OF PERMIT ( )' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals CONOAMCZ L Code). cr) O I am exempt under Section .B&I'C.for this reason UN-MANTNED CELLULAR SITE:322 SIT BUILDINq 134 L.F.,6'CHAIN O c Date Signature of Owner LINK FENCE,COMMUNICATIONS TOWER a WORKER'S COMPENSATION DECLARATION o �.Z I hereby affirm under penalty of perjury one of the following declarations: u,) Q P p ( } 1 have and will maintain a•certificate of cpnsent to self-insure for workers' CIARACIElCARPORT 322.00 SF IX W - compensation, as provided for by Section 3700 of the Labor Code, for the 6 FT.WOOD FENCE 134.00 LF n J.Q; performance of the work for which this permit is issued. Q U ( ) I have and will maintain workers'compensation insurance,as required by O:U`Q; Section 3700 of the Labor Code, for the performance of the work for which this, d Z permit is,issued: My workers' compensation insurance carver& policy no.are: Carrier Policy No. ON.D� STATE FUND 044-OOUNIT 0019383 _ C31 ESTBUIED COST OF CONSMUCTION . 7450.20 < (This section need not be completed if the permit valuation is for$100.00'or less). PERW FEE SUAIMARY " ( ) I certify that in'the performance of the work for which Ibis permit'is issued, PIAN CHECK FEE 101-(00-439-3I8 $$7,09 I shalt not employ any person in any manner so as to become subject to the CONSTRUCTION FEE 101-QOQ-41$-000 $9g•Q0 workers''compensation laws of California, and agree that if I should become ELECTRICAL FEE 101-000.420-000 subject to the workers'compensation provisions ofSection 3700 of the Labor 539.94 Code,I shall forthwith comply with those provisions: STRONt3 MOTION FEE-COMM 100-000-241-000 $1.56 !: Date: Applicant . ART IN PUBLIC PLACES-COMP 270-000.445.000 - $37.25 Warning:Failure to secure Workers'Compensation coverage is unlawful and MECHANICAL FEE 101-000-421-000 $51.00 t}RAOIAiO FEE 101-000-423-000 $20.40 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 DEVELOPER IMPACT FLl; $359.67 of the Labor Code,interest and'attomey 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 SUB-TOTAL CONSPRUCT�ION AND PLAN CHECK �. $695.51 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. ', = LESS PRE-PAID FEES $0.00 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.ot'such TOTAL PEST FEES DUE NOW $6915.51 permit,or cessation of work for 180 days will subject permit to cancellation. 41 1 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 I III I I III III I III 53 construction, and hereby authorize'representatives of this City to enter upon IE the above-mentioned property for inspection purposes. " RECEIPT ` DATE BY DATE FINALED INSPECTOR Signature_(Owner/Agent): _. --_ Date IIIIIII VIII III VIII IIII 54 1E , VERIFICATION OF SQUARE FOOTAGE STREET ADDRESS OF JOB:81-600 AVENUE 58 APN:761-720-021 DESCRIPTION OF WORK:TELECOMMUNICATIONS TOWER/EQUIPMENT SHELTER SQUARE.FOOTAGE:336 OWNER'S NAME:AT&T WIRELESS SERVICES CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED DATE9Y....... Coachella Valley Unified School District 87-225 Church Street P O Box 847 Thermal, CA92274 760 398 5909 SCHOOL FACILITY FEES COLLECTION HOURS 8.00 A.M. -.4.30 P.M. Monday-Friday PLEASE NOTE FEES MUST BE PAID IN CASH OR CASHIERS CHECK Any questions regarding this letter,please call, Nickie Gormley, Counter Technician, Building&Safety Dept., 760 777 7012 f 1b 7 1 P.O. BOX 1504 { Building 78-495 CALLE TAMPICO Address LA OUINTA, CALIFORNIA 92253 Owner IT Mailing �O( �VV Address Cit � Zip Tel. rr� 6 01,50&,67 s - Contractor �1A II Add Zip I Tel. State Lic.City I & Classif. Lic. # Arch., Engr., Designer Address Tel. City ZipI State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. St RATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for rho alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). [] 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I I I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner or property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 17 1 am exempt under Sec. -B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec 3800, Labor Code.) Policy No. Company f7 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg 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 Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code,J Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I eerhly that t have read this applicallon and slate that the above information Is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the ab*v mentioned property for inspection purposes. Signature of a0plicant Dale Mailing Address City, State, Zip IIII I I I III II II III 49 IE APPLICATION ONLY BUILDING: TYPE'CONST. OCC. GRP. A.P. Number -761 P 170 ' 6,�I - Legal Description Description_1-�D R. -i elfCOrn�yiunl«-'rdhS ~tV I 11'6 p x Qk I' Oyu[0 tMOKf 5�Wky Sq. Ft. 3}1 No. No. Dw. Size 37b Stories Units New ❑ Add ❑ eon' --d Alter ❑ Repair ❑ Demolition ❑ (TC) 4. 3a �A , R Estimated Valuation PERMIT Y Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS N= ok ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION — - - - -- . _.�.rt{�,>�i-�'71'l�ar�"'+Frw-r+d!..l"�' Tq�r�i's�'wTyr�F9 .. �r�;�:Sri�4"� •I.�--a_T'i,�*i' 1�" � r r Building 1 ?/)(�)t,�� Address Owne rV M ling Address City i� Zip IVr' ,ry Contractor 7 Address City Izip •4 4 " P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 State Lic_ ] City & Classif, I Lic. # Arch., Engr., Designer Address Tel. CityI Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7010) of Division 3 of the Business and Prolessions Code, and my license is in full force and effect. In NATl1RE DATE OWNER -BUILDER DECLARATION I hereby affirm that 1 am exempt from the Contractor's License Law for the following reason: (Sec. 7031 5,Susiness and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also regmias the applicant for such permit to file a signed statement that he is licensed pursuant to the proviakms of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500). f: 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves Ihereon and who does such work himself or through his own employees. provided that such improvements are not intended or offered for sale. If, however, the trurlding or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I 1 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project, (Sec- 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law_) 11 1 am exempt under Sec. —& & P.C. for this reason Dale Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec 3800, Labor Code.) Policy No, Company fI Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permil is for one hundred dollars (5100) valuation or less.) I certify that in the performance of thg 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. Date_ Owner NOTICE TO APPLICANT: Ir, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec- 3097, Civil Code J Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I hove read this application and stale that the above inforrrialion is correct - I agree to comply with all city and county ordinances and slate laws relating. to buiWing construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes, Signature of applicant -Date— Mailing ateMailing Address _ City, State, Zip BUILDING: TYPE'CONST. OCC. GRP. A.P. Number Legal Description _ r Project Description I _1 r'Ir rr, irri I fi �) SCS. Ft.., No. No. Dw. 5lze Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by:— Validated by: Validation: IM611ax0li7.l Date Permit WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION cii Estimated Valuation PERMIT AMOUNT ; Plan Chk- Dep. Plan Chk. Bal. Const. Mech. - Electrical r ; l Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by:— Validated by: Validation: IM611ax0li7.l Date Permit WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION r � - Building Address owner Mailing Address City Zip ITel. Contractor Address Zip I Tel. State Lic. e;Ity & Classif. Lic. # Arch., Engr., Designer Address Tel. 4 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 CityI Zip I State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provislons of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Prolessions Code, and my license is in full force and effect. SIGNATUE DATE_ OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5.9usiness and Professions Coda. Any city or OOunly which raqulfes a permit to conSrrucf, atter, improve, demCkaii. of repair any stfaVura, prior In im (8'euance also requires Ma appi,carit for such pempr to the a sVned sta(emanf that he is licensed pursuanl to the provisions of I" Contractor -s License Law, Chapter 9 fcommendng wRh Section 7000) of Division 3 of the Susirtess and Profer=ions Code, or that he is exempt tharafrom, and the balls for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). I! 1, as owner of the property, or my employees with wages as their sale compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Suisness and Profegstons Coda- The Confroaar's Llconso Law does not apply fo an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such Pvpomwaments ars not Infended Or offered for sale. If, however, the building or :RnprovertlOnt is sold within one year of completion, IN owner -builder will have the burden of proving that he dei nor build or improve for the purpose of sale.) L I, as owner at the property, 'am exclusively contracling with licensed conlractars to con- struCI the projeCL (SOC. 7044, ausinese and Professions Coda- The Confeaclor's Ucansa Law does not apply to an owner of pioparty wlra buW3 or knproves thereon, and who confraris for such projects with a confraclorrx) licensed pursuanf 10 the Conlracfor's Ocensa Lew.) l! 1 am exempt under Sec. B & P.0 for this reason- Date-Owner eason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code ) Policy No Company 77) Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation of fess.) I certify that in the performance of the work for which this permit is issued, I shall not employ any porsor in any manner so as to become subject to the Workers' Compensation Laws of California. Date_ Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code ) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and slate laws relating to building Construction, and hereby aulhorize napresentatives -of this city to enter the above- mentioned property for nspecllon purposes. Signature of applicant Date Mailing Address City, State, Zip APPLICATION ONLY BUILDING: TYPE'CONST. OCC. GRP. A.P. Number ' Legal Description Project Description Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION IIIIIIIIVIIIIIIVIIIIIII 50 IE 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: 120 ft. Telecommunications Tower & 11'6" X 28' Equipment Shelter Applicant Contact: Polly Johnson, AT&T Wireless Services (909) 506-9825 Application / Circulation Date: Z �� Date Community Development Department Christine di Iorio, Planning Manager Public Works Department Date Steve Speer, Senior Engineer Date Building and Safety Department Greg Butler, Building & Safety Manager Date YOUNG ENGINEERING SERVICES Engineering Architecture -Surveying- Building & Safety Services Letter of Transmittal To: City of La Quinta Attn: Greg Butler Tel No.: Date: 8/13/01 Project: PC# 0107-272 (1" check) 81-600 Ave. 58 (tower) W.O.. Tract No.: We are forwarding: By Messenger By Mail X Your Pickup No. of Copies Description: 1 Plans 1 Tower shop drawings/calculations Comments: This Material Sent for: Your Files Your Review Checking Other By: John W. Thompson Phone # 760-342-9214 X Per Your Request Approval At the request of: 47-159 Youngs Lane, Indio, CA 92201 (760) 342-9214 Bronz Young City of La Quinta Building and Safety Department Plan Check Corrections Structural AT&T Wireless — Communication Tower Engineer: Charles Whitley — (tower) 81-600 Avenue 58 Albert Teng La Quinta, California Plan Check No.: 0107-272 (1St check) Date: 8/13/01 1. Submit soils report for review with next re -submittal. 2. Provide manufacturers shop drawings for the 11'-6"x28'-0" equipment shelter for review. 3. Specify on the plans that structural observation per UBC 1702 is required. 4. Provide or specify location of pad footing calculations, anchorage and base plate calculations for the tower structure. Specify base plate thickness and weld requirement of 3'/z" dia. base legs to baseplate. 5. Provide calculations of the connection for the future antennas to the tower at various elevations. 6. Include the additional vertical, torque, and lateral loads resulting from the addition of the future antennas to the tower structure. Include these additional loads in the tower calculations. 7. Specify on the plans a list of all phases of construction requiring special inspection. (Concrete with f'c>3000 psi, epoxied anchors, field welding, high strength bolting.) Note and respond to any red -marked items noted on plans, but not specifically noted on this checklist. Return all red -marked documents with resubmittal to facilitate recheck process, and provide an itemized written response to each item on this list with resubmittal. Please incorporate requested corrections into plan sets and reprint. Plan Examiner: John W. Thompson, P.E. Phone No.: 760-342-9214 Fax No.: 760-342-6164 1111111 51 IE C ity of La Quinta Developers Project Approval Form COMA v�^'� 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: 120 ft. Telecommunications Tower & 11'6" X 28' Equipment Shelter Applicant Contact: Polly Johnson, AT&T Wireless Services (909) 506-9825 Application / Circulation Date: 7/ 6/� �--- Date Community Development Department Christine di Iorio, Planning Manager Date Public Works Department Steve Speer, Senior Engineer Date Building and Safety Department Greg Butler, Building & Safety Manager Date A Building Address vyy Owner I , j� re Mailing �UJ 1� Address f,.rli fir Contractor City TAV/ 0 4 " P.D. BOX 1504 APPLICATION ONLY -495 CALLE TAMPICO 5 Q V[�P 76LA OUINTA, CALIFORNIA 92253 451 soyui C`VC BUILDING: TYPE"CONST. OCC. GRP. 7i%+� 41/6' A.P. Number 7:70, --7 W , 0� Zlp a V Tel. �C1LPr� S Legal Description JJ Project Description j o_E f e �P C ori° 1►1 v n f �a Oh S ` ` teC (. I i ) rG 11 It Q I State Lic.I City & Classif. Lic. M Arch., Engr., Designer Address CityI Zip I State LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provlslons of Chaptar 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my Ilcense is in full force and effect. NAT RATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: iSec. 7031.5,8usiness and Prdfesworis Code: Any city or county which requires a to construct, uct, alter, improve, demodsh, or repair any structure, prior to Its Issuance also requires the applicant for such parmir to rile a signed sivemerlt Ural he is Nconsed pursuant to the provisions of Me Contractor's License law, tar 9 icdmmencing with Sectklrt 7000) of LFvlslon 3 of the ausrness and Prolasstona Coda, dr that he is exampl tharerr ". and the basis for the alleged exemptkum. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars (5500). [; 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 of for sale- (Sec. 7044, Buisoess and Professions Code' The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does Such work himself or through his own ampioyees, provided that such Improvamenls are not ihfendad or oflorad for sale- 11, however, the bok" or improvemanf is stud wFltin one year of completion, the owner -builder wid have Ilia burden of proving that he did not build or improve for the purpose of sale.) II I, as owner of the property, am excluslveiy contracling with licensed contractors to con- struct the protect. (Sec. 7044, Business and Professions Code: The Comractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 17 I am exempt under Sec. B. & P.C. for this reason Dale Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company n Copy is filed with the city. Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (SI00) vakrafion or less. ) I certify Thal In the performance of the work for which this permit is issued. I shall not employ any person in any mannar so as to become subject to the Workers' Compensation Laws of Catmrornia. Dale Owner NOTICE TO APPLICANT: N. after making rNs 6�srcfficwe of Ekempfionyou should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I carlily Ihaf I have read Ihm appilcallon and slate that the above information is correct - I agree to comply wAh all city and county ordinances and stale taws relating to building canslrucI, on, and hereby authdriza representatives .of this city to enter the above- mentioned property for inspection purposes. Signature of applicant -Date- Mailing ateMailing Address City, Stale, Zip Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Coillod s Alter ❑ Repair ❑ Demolition ❑ 5nk gC)!r50ol99):) 1,0) S, au PERMIT AMOUNT Plan Chk. Dep. U OSS Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. tine Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION City of La Quinta Non -Structural Plan Check Corrections Date: August 22, 2001 Project Address: 81-600 Avenue 58 Project Description: Unmanned Telecommunications Facility Status: First Review Plan Checked by: Greg Butler (760) 777-7015 Respond in writing to all corrections requested below, noting where correction can be found. Return this list and all red -marked plans with next submittal. Revise plans and/or calculations as necessary, reprint and resubmit two complete sets of plans and/or calculations, stamped and wet -signed by the professionals who prepared them. Note on Plans that the proposed equipment shelter is classified as a Group U, Division 1 occupancy. 2. Note on Plans the type of construction, per California Building Code (CBC), Chapter 6, for the proposed structure. 3. Provide on the Site Plan, setback distances from all proposed structures to existing structures, as well as property lines. 4. Note on Plans that all construction shall comply with the 1998 California Building, Plumbing, Mechanical, and Electrical Codes and all other local codes and ordinances. Remove notes referencing other Codes (Sheets A01, A02). 5. Clarify ampacity of main service. Drawing on Sheet E02 indicates 200 amp. Note 1, Sheet E02 and Note 5, Sheet E03 call out 400 amp. Reconcile. 6. At Electrical Single Line Diagram (Detail 1/E02), please identify the specific type of conduit and the conductor insulation type. Of concern is the allowable conduit fill area per CEC, Chapter 9, specifically the 3" conduit with 6- #250 MCM conductors. 7. Details 1/E03 and 2/E03 show ring ground wire at 18" below grade. Provide ring at not less than 2-1/2 feet below grade per CEC §250-81(d). As further information is provided and reviewed, additional corrections may be required. Notes: Additional corrections may be generated by the Community Development Department upon their review of this project. However, CDD will not review until after the Planning Commission approves the Conditional Use Permit (CUP) for this project. END NON-STRUCTURAL CORRECTION LIST SEE STRUCTURAL CORRECTION LIST ATTACHED Page 1 of 1 YOUNG ENGINEERING SERVICES Engineering Architecture -Surveying- Building & Safety Services Letter of Transmittal To: City of La Quinta Date: Project: Attn: Greg Butler W.O.: Tel No.: Tract No.: We are forwarding: No. of Copies 1 1 2 1 1 1 1 9/13/01 PC #0107-272 (2nd check) 81-600 Ave 58 X By Messenger By Mail Your Pickup Description: Plans (2nd submittal) Modular equipment s`.1elter shop drawings Plans (1St submittal) Soils Report Foundation calculatic is Tower shop drawing and calculations Addendum 1 foundat on calculations Comments: Greg: All coments have been ac 3ressed with the exception of the note on the plans requiring structural observation )er CBC 1702. If you have any questions please call. This Material Sent for: Your Files X Per Your Request Your Review Approval Checking At the request of: utrier By: John W. Thom 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 Structural AT&T Wireless — Communication Tower 81-600 Avenue 58 La Quinta, California Engineer: Charles Whitley — (tower) Albert Teng Plan Check No.: 0107-272 (V check) Date: 8/13/01 . ,.Y—I Submit soils report for review with next re -submittal. Provide manufacturers shop drawings for the 1l' -6"x28' -O- equipment shelter for review. • , 3. Specify on the plans that structural observation per UBC 1702 is required. 3-2 11 D + G •-T R 'Provide or specify location of pad footing calculations, anchorage and base plate calculations for the r_ tower structure. Specify base plate thickness and weld requirement of 3'/2" dia. base legs to baseplate. 5. Provide calculations of the connection for the future antennas to the tower at various elevations. cl ude the additional vertical, torque, and lateral loads resulting from the addition of the future antennas �jYa_t[_j4 to the tower structure. Include these additional loads in the tower calculations. 7. -.Specify on the plans a list of all phases of construction requiring special inspection. �oncre ith f'c>3004 psi, epoxied anchors, field welding, high strength bolting.) TN Note and respond to any red -marked items noted on plans, but not specifically noted on this checklist. Return all red -marked documents with resubmittal to facilitate recheck process, and provide an itemized written response to each item on this list with resubmittal. Please incorporate requested corrections into plan sets and reprint. Plan Examiner: John W. Thompson, P.E. Phone No.: 760-342-9214 Fax No.: 760-342-6164 Coachella Valley Unified School District P.O. Box 847, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 IIIIIIIIIIIIIIIIVIIIIIII 52 This Box For District Use Onl v IE CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Date: September 26, 2001 Owner's Name: AT&T Wireless Services Phone No. 909 5069825 Project Address:_ 81-fiJ0 Avenue 58, La Quinta, GA 92253 Project Description: _ Thcommunications tower equipment shelter APN: 761 710 021 Type of Development: Residential Tract #: Lot #'s: Commercial XX Industrial Total Square Feet of Building Area: Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on b5#alf pf the owner/developer. Dated: ~ Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project 17620 65995 Approval Number of Sq.Ft. 336 Amount per Sq.Ft. $ Amount Collected $. 0 Building Permit Application Completed: Yes/No Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Note: Equipment: Shelters exempt from school fees By: Foch "Tut" Pensis Assistant Superintendent Administrative Services Administrator in Charge Certificate issued by: Marcel a Valdez 90 DAY PERIOD FOR PROTEST 1 Signature: STATEMENT OF Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide {1) a 4itteu notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to prn est he imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. MV:c/mydocs/devfees/certificate of compliance 07/24/01 DEVELOPER FEES PAID AREA: AMOUNT: RCPT M CK M CASH: III INITIALS: DATE: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Date: September 26, 2001 Owner's Name: AT&T Wireless Services Phone No. 909 5069825 Project Address:_ 81-fiJ0 Avenue 58, La Quinta, GA 92253 Project Description: _ Thcommunications tower equipment shelter APN: 761 710 021 Type of Development: Residential Tract #: Lot #'s: Commercial XX Industrial Total Square Feet of Building Area: Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on b5#alf pf the owner/developer. Dated: ~ Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project 17620 65995 Approval Number of Sq.Ft. 336 Amount per Sq.Ft. $ Amount Collected $. 0 Building Permit Application Completed: Yes/No Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Note: Equipment: Shelters exempt from school fees By: Foch "Tut" Pensis Assistant Superintendent Administrative Services Administrator in Charge Certificate issued by: Marcel a Valdez 90 DAY PERIOD FOR PROTEST 1 Signature: STATEMENT OF Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide {1) a 4itteu notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to prn est he imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. MV:c/mydocs/devfees/certificate of compliance 07/24/01 BILL OF MATERIAL FOR PART NUMBER: 600072 ENGINEER SEAL ITEM PART NUMBER QUANTITY DESCRIPTION WEIGHT NUMBER 8 -116 2 601236 6 ANGLE L ASSEMBLY MX 3 16 X 8-1 l 1 8 19164.23 1 3 1601237 6 =AY 2 X 3/16" X 9 -5 7 I6 174.12 D 1 9 601238 6 1 2 X 3/1 X 9 -10 1 16 181.32 601239 6 X 3 16 X 10 -0 3 4 186.18 6 164001 1 5 8 X 2 HH 7.74 7 164005 48 7 8 X 2 142" HH 66.72 8 164007 18 1 3 8 X 5 HH 81.7 2 9 163752 8 S . STITCH BOLT WASHER 2 X 2-T-1-72 4.00 10 ° o 11 D1 0 lz 13 14 15 16 17 ® 18 THIS DRAWING IS THE CONFIDENTIAL 19 PROPERTY AND CONTAINS TRADE ° 1 20 SECUSEOFTOHESEEDRAW DRAWINGSC. ANY OR THE ® TOTAL STEEL WEIGHT = 2839.15 INFORMATION CONTAINED HEREIN TOTAL GALVANIZED WEIGHT = 2981.11 FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS ° o BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE ° 2 ° RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS ® � CONFIDENTIAL NATURE. I 0 3 acorn D1 00N' 0) E 7 _ c I N0 3 c U) - 0 O N .O ° � N _ o J X 70 00 co U n l t O U o O U) •� o 6 ' Ln m cn O c Q] CUSTOMER: 4 ° o O ° PROJECT: SECTION 0 3"o LEG/4 BAY/ 8'-1 3/16"' TO ° 9'- 10 13 16", FILENAME:, SSSEC/600072 SCALE: TOLERANCE: 8 SEE NOTE 5 ISOMETRIC VIEW 3/8" = 1'-0" DRWN. BY: DATE: ° 5 ° K. BLAIR 2/2/99 NOTES: CHK. BY: DATE: ° K. GLAIR 2/2/99 1 . ALL PART NUMBERS TO BE STAMPED ON PARTS. ENG. GA DATE: W. CARRETf 2/3/993 2. ALL FABRICATED STEEL SHALL BE HOT DIPPED GALVINIZED APP. BY: DATE: PER ASTM A123. W GARRETT 2/3/99 9"-10�" 3. ALL HARDWARE SHALL COMPLY WITH ASTM A325. SHEET NO.: PART NO.: 4. ALL HARDWARE SHALL BE HOT DIPPED GALVINIZED PER ASTM 600072 600072 FRONT VIEW A153. DRAWING NO.: REV: 5, LAST THREE NUMBERS OF SECTION ASSEMBLY PART NUMBER TO BE STAMPED ON SPLICE PLATE. t BILL OF MATERIAL FOR PART NUMBER:600146 _ ENGINEER SEAL ITEM PART NUMBER OUANTITY DESCRIPTION WEIGHT NUMBER lbs` _ 1 603006 3 3 1 4 oLEG ASS Y 20 -0 2218.23 13',_ _ 2 601465 6 ANGLES 2 12 X 1/4' X 10 -6 5/16' 253.30 g —1 Oji 3 601466 6 ANGLES 2 1/2" X 1/4 X 11 -1/2 266.53 4 601467 6 ANGLES 2 1/2 X 1/4. X11 -5 5 16 276.30 DI 5 601468 6 ANGLES 2 1/2 X 1 4X11 -8 7/16" 282.72 6 164001 12 80LTA55 Y 5 8 X2 .HH 7.74 7 164005 48 BOLT ASS 1' 7 8 X2 I 2 HH 66.72 8 164007 18 80LT A55'f 1 3/8- X6 HH 31.72 0 2 0 9 163752 8 STITCH BOLT WASHER 4.00 10 _ D1 0 11 12 13 14 15 16 17 18 THIS DRAWING IS THE CONFIDENTIAL 0 19 PROPERTY AND CONTAINS TRADE 20 SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE TOTAL STEEL WEIGHT = 3457.81 INFORMATION CONTAINED HEREIN TOTAL GALVANIZED WEIGHT = 3630.70 FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS ° 2 BEEN DISTRIBUTED WITH THE o UNDERSTANDING THAT ANYONE •® ' RECEIVING OR OTHERWISE OBTAINING 6 1 POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. 3 _ = 0 :®- oro rn 7 D1 I vCif0cNM E O r a! , c 0 3 - :9:: Q o ff7) 0 C { 0 0 N 0 w ° � 0 coX 00 N � 11 C) r7 u c Q) .0 a 3 I• O O Ln {,a Ln 0 IT m 4 CUSTOMER: ' ° 0 PROJECT: SECTION E 3140X131118 4 BAY 9' - 10 6 TO 1 1 " - '" FILENAME: 8SSSEG 600146 SEE NOTE 5 SCALE: TOLERANCE: 5 u01MDETNTIAL DRWN. BY: DATE: o B. WELLS 1/27/99 0 o J ji jai '1 �r SCHK. BY: DATE: NOTES: 4 / 9 % K. BLA1R 1 27/99 1 . ALL PART NUMBERS TO BE STAMPED ON PARTS. ENG. BY: DATE: W. GARRETT 1/28/99 1 1 '-8g" - I 2. ALL FABRICATED STEEL SHALL BE HOT DIPPED GALVANIZED PER ASTM A123. APP. BY: DATE: 3. ALL HARDWARE SHALL COMPLY WITH ASTM A325. W. GARRETT 1/28/99 4. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153. SHEET NO.: PART NO.: FRONT VIEW 5. LEG ASSEMBLY PART NUMBER TO BE STAMPED ON SPLICE PLATE. 600145 600146 DRAWING NO.: REV: BIL OF MATERIAL FOR PA`T NUMBER:600724 ITEM — ENGINEER SEAL NUMBER PART NUMBER. OUAWFITY DESCRIPTION WEIGHT Ibs 11 —83- 1 603076 3 1/2"0 BASE_LEG 4 1 3 4 ANCHORS 2501.49 1 2 601219 ANGLE 2 1 2 X 14 x 12 -2 116 1 294.30 3 601220 a ANGLE 2 112 X 1 4 X 12'.41 3 1 6 306.78 4 601221 5 ANGLE 2 1 2 X.1 4 X 13 i I I6 1 307.26 DI 5 601222 6 ANGLE 2 1 2 X I 4 X 13-4 1 2 323.76 6 164001 12 BOLT ASSY 5/8 X 2 HH [ 7.74 7 164005 48 BOLT ASSY 7/8 X 2 1 2 HH 66.72 8 163752 o S STITCH BOLT WASHER 2 X 2 X 1 2 I 4.00 2 9 I 0 0 10 D 1 0 1 1 '- 12 13 -- 14 15 16 17 1 ® � 18 THIS DRAWING IS THE CONFIDENTIAL 19 PROPERTY AND CONTAINS TRADE 20 SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE TO IAL STEEL WEIGHT = 3802. 5 INFORMATION CONTAINED HEREIN ® ' TOTAL' GALVANIZED WEIGHT 4002.665 FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS o BEEN DISTRIBUTED WITH THE 2 o UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. 3 0 CD o � 1 D1 QZ (if 0. c I f 7 - 3 a ar7 � o 3 c 1- c N:32 Q o N 0 X co co v U 8 6 0 0 0 a 0 CD CUSTOMER: 4 0 0 PROJECT: SECTION F BASE 3 1/2"0 LEG/4 BAY 1 1 '-8 3/8' TO g� 13'-6" CONFIDENTIAL FILENAME: ISOMETRIC VIEW ry SSSEC/600724 JUN 2 � f��P SCALE: TOLERANCE: SEE NOTE 5 NOTES: f N oJ181RWN. BY: -0 DATE: o 5 B. WELLS 6/25/01 o 0 1 . ALL PART NUMBERS TO BE STAMPED ON PARTS. CHK. BY: DATE: 2. ALL FABRICATED STEEL. SHALL BE HOT DIPPED GALVINIZED PER ASTM A123. ENG. BY: DATE: L3. ALL HARDWARE SHALL COMPLY WITH ASTM A325. APP. BY: DATE: 13'-6" I 4. ALL HARDWARE SHALL BE HOT DIPPED GALVINIZED PER ASTM A153. SHEET NO.: PART NO.: 5. LAST THREE NUMBERS OF ASSEMBLY NUMBER TO BE 500724 600724 FRONT VIEW STAMPED ON TOP OF BASE PLATE. DRAWING NO.: REV: • r - BILL OF MATERIAL FOR PART NUMBER: ENGINEER SEAL ITEM PART NUMBER OUANTITY DESCRIPTION WEIGHT NUMBER Obs) 1 1691018 EA. REQ D ROTATABLE T-BOOM SECTOR MOUNT 399.36 NOTES: 2 691036 1 PER STABILIZER ARM PIPE ASSY 57.01 1 . ALL PART NUMBERS TO BE STAMPED ON PARTS. 4 165003 1 PER s 8 4 3 4 U-BOLT ASS'Y - 2.3388 2. ALL FABRICATED STEEL SHALL BE HOT DIPPED 5 _ - ° ° ° ° GALVANIZED PWER ASTM A123. s 3. ALL HARDWARE SHALL COMPLY WITH ASTM A325. 9 4. ALL HARDWARE SHALL BE NOT DIPPED GALVANIZED 10 2 „ PER ASTM A153. 12 ,3 I to 15 16 17 THIS DRAWING IS THE CONFIDENTIAL 18 PROPERTY AND CONTAINS TRADE G ° 19 SECRETS OF CELLXION, LLC. ANY ° ° 20 USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN 3 —TOWER LEG 1 CHART 1 TOTAL GALVANIZED STEEL WEIGHT = 464.75 WEIGHT = 487.99 FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY OF MOUNTING 2 X 7•-0" 1/2" X 3" U-BOLT CELLXION, LLC. IS STRICTLY PIPE MOUNT ASSEMBLY PROHIBITED. THIS DRAWING HAS PIPES REQUIRED P/N 693000 P/N 165001 BEEN DISTRIBUTED WITH THE o ®� 1 1 2 UNDERSTANDING THAT ANYONE 2 2 4 RECEIVING OR OTHERWISE OBTAINING ® ® 3 3 6 EXPRESSLY NOTIOF IT FIED IEO WILL OF ITS �J 0 < 5 5 10 CONFIDENTIAL NATURE. 1 0 6 6 12 a 7 7 14 8 8 16 ° A � � -° — o D — O c o � 0 a N � E = _ a CV DETAIL A •a a "� • O N N O_ 2o J i X D 00 tR N � Q) � � U m � 1 = 3 14/0 ° W� 3 ai O to r CD O �- lC) U) > C-) 1 ® ® m > Z C) B CUSTOMER: v • cn — 3 m A TOWER LEG PROJECT: ROTATABLE m DETAIL B T–BOOM ASSEMBLY SELF SUPPORT o • STRAIGHT SECTION � :2 z • FILENAME: M0UNTS/SS7-BOOM MNT. ° SCALE: TOLERANCE: DRWN. BY: DATE: • M. ELS14OUT 7/14/99 2 CHK. BY: DATE: 2 B. WELLS 7/14/99 • ENG. BY: DATE: W. GARRETT 7/15/99 APP. BY: DATE: a 4 W. GARRETT 7/15/99 CD v (3p0NFIDEIN` 's�� SHEET NO.: PART NO.: 1 T-BOOM a x JUN +},.,; DRAWING NO.: REV: DETAIL C DETAIL D f BILL OF MATERIAL FOR PART NUMBER. 695020 _ ENGINEER SEAL ITEM WEIGHT NUMBER PART NUMBER QUANTITY DESCRIPTION Ibs 1 695001 3 PIPE SHC. 40 3 X-5'76" 357.96i 2 14-8308 2 12 GRIP STRUT 12 GA. X 24 X 2 203.00 3 695003 4 L6 X 3 1/2 X 5Z8' X 3'-5" 134.921 4 695006 3 CAP MCMASTERS P N <!3a25Kt86 R EQUIV.) 3.33 S 165003 4 U—BOLT 5 8 d X a i "a 4.64 5 164029 4 BOLT ASSY 5 8 X 5 1 2 2.62 v 8 _ a 10 8'-6" 8'-6 1 3"---�{ i i i i 14 t I is I � I 16 17 2 I 18 THIS DRAWING IS.THE CONFIDENTIAL \ I I 19 PROPERTY AND CONTAINS TRADE ' 20 SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE TOTAL STEEL WEIGHT = 711.47 INFORMATION CONTAINED HEREIN q----,I II II NOTES: TOTAL GALVANIZED WEIGHT = 747.04 FOR ANY REASON OTHER THAN AS TOP VIEW u I I 1. ALL PART NUMBERS TO BE STAMPED ON PARTS. CELLXEXPRESSLY LC. IS AUTHORIZED BY 2. ALL FABRICATED STEEL SHALL BE HOT DIPPED GALVANIZED PROHIBITED. LLC. IS STRICTLY SCALE: 5/16"=l ' I 1 PER ASTM A123. PROHIBITED. THIS DRAWING HAS i i3. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED PER BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE I ASTM A153. RECEIVING OR OTHERWISE OBTAINING 4. 100' ELEVATION FOR REFERENCE ONLY. POSSESSION OF IT WILL BE DETAIL 1 DETAIL 2 EXPRESSLY NOTIFIED OF ITS SCALE: 3/32"=1" SCALE: 3/32"=l" CONFIDENTIAL NATURE. 3 2 O 0I` O CT) O a�N 0 CV E q C I N D 3 N .O U 0 C SEE CHART 0 7 CV 0 i 2 - J 00 100 O U n U_ LEVEL ASSY # DESCRIPTION O '� O 0 ONE 695007 ONE LEVEL 8—HOLE W G TIER cn Lc) iO > TWO 695008 TWO LEVEL 8—HOLE W G TIER p] THREE 695009 THREE LEVEL, 8-HOLE W G TIER n FOUR 695010 FOUR LEVEL 8-HOLE W G TIER CUSTOMER: 1 O 0 I PROJECT: WAVEGUIDE BRIDGE GROUND ELEVATION of-0" X 4'-0" ASSEMBLY CONCRETE PILLAR ISOMETRIC VIEW 15'-0'X20'-0'X3'-5" . o SCALE: 5/16"=l ' PIN 695020 I FILENAME: �{ DRAWIN0/695020 SCALE: TOLERANCE: AS NOTED DRWN. BY: DATE: 8. WELLS 3/14/01 FRONT VIEW R SroE N� CHK. BY: DATE: SCALE: 5/16"=I ' SUIE: ENG. BY: DATE: COp�'�y$ 9y �+�,7�y� /� APP. BY: DATE: 's°•°• g'iA�J s Il l I. SHEET NO.: PART NO.: UN 25 �; ` . 695020 695020 DRAWING NO.: REV: r -' BILL OF MATERIAL FOR PART NUMBER:LADDER ENGINEER SEAL T-- 1� ITEM/ — WEIGHT ✓' 4 NUMBER PART NUMBER OURIJTITY DESCRIPTION Ibs 1 606300 6 CLIMBING LADDER I 2 693004 21 CLIMBING LADDER MOUNTING BRACKET 3 165501 42 J-BOLI ASSEMBLY 4 164001 N A BOLT .ASSEMBLY 5/8" X 2 I 5 606350 1 CLIMBING LADDER ANCHOR BASE I 3 NOTES: i 1 . 3 AND 4 BAY SECTIONS WILL HAVE 1 CLIMBING LADDER MOUNTING BRACKET AND 2 J-BOLTS PER BAY. S BAY Z SECTIONS WILL HAVE 1 BRACKET ASSEMBLY FOR EVERY OTHER 2 / BAY. 2. ONE (1 ) ANCHOR PER TOWER. THIS DRAWING IS THE CONFIDENTIAL CONTAINS DETAIL A R I T SIDE VIEW ( 5) SECRETS PROPERTOFAND CELLXIION, LLCTRADE. NY USE OF THESE DRAWINGS OR THE B -® INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS c - EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS DETAIL A FRONT VIEW BEEN DISTRIBUTED WITH THE BEEN THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS - CONFIDENTIAL NATURE. �� — O O r, O cy) OfcI � E C I p .0 I", O U p � C N O O x NJ 00 �— � U y N I ) A00-100 U o0O .O '0 O Ln > O m DETAIL B CUSTOMER: 'I PROJECT: CLIMBING LADDER DETAILS ® ® SELF SUPPORT TOWER C FILENAME: LADDER/LADDER DETAIL eoloo SCALE: TOLERANCE: 5/15" = 1'-0" DRWN. BY: DATE: K. 8LAIR 11/27/98 �J CHK. BY: DATE: V. HASSELL 11/27/98 o CONFIfi,� ENG. BY: DATE: ® ® �1 RV�TI f'� W. GARRETT 11127198 Aj -foul APP. BY: DATE: 1127198 SEE NOTE 2 .SUN � � . l SH ETGARRETT NO.: PART1NO.: C KEB 7/2/99 ADD CLIMBING LADDER ANCHOR BASE KEB 7/2/99 LAD DETAIL LAD DETAIL B BMW 2/11/99 CHG. PART 3 TO CORRECT NUMBER I KEB 12/11/991 DRAWING NO.: REV: - DETAIL C A 7-812/16/98 ENGINEERING REV. ON LADDER VGH 12/17/98 REQ/ BY DATE DESCRIPTION __ APP.BY DATE BILL OF MATERIAL FOR PART NUMBER: ENGINEER SEAL NOTE: ITEM WEIGHT 3 AND 4 BAY SECTIONS WILL HAVE 2 WAVEGUIDE MOUN I-ING NUMBER PART NUMBER OUANTITY DESCRIPTION los BRACKETS ON ONE ANGLE AT EVERY BAY. 5 BAY SE_CFIONS WILL 1 606301 6 WAVEGUIDE LADDER 2 693012 42 WAVEGUIDE MOUNTING BRACKET HAVE 2 BRACKETS ON ONE ANGLE EVERY OTHEIR BAY. 3 165751 34 s 1 z x 1 J- BOLT ASSEMBLY 4 165752 8 9 ia X 1 J-BOLT ASSEMBLY 5 6 _ 7 8 9 10 11 12 13 14 15 16 17THIS DRAWING IS THE CONFIDENTIAL 18 PROPERTY AND CONTAINS TRADE 19 20 1 SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE A TOTAL STEEL WEIGHT = INFORMATION CONTAINED HEREIN TOTAL GALVANIZED WEIGHT = FOR ANY REASON OTHER THAN AS a. EXPRESSLY AUTHORIZED BY ° 1 CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. o O Z. ® a O ° c O 0)_ ` 0 v_ O 07 i` ® O (n I N O 3 (D I ) U ® C (/1 C N CV •2 Jx 2 ® 3 00 n 0 >;1 -U 4 � ° a o .v o 0 Ln > Ln O m CUSTOMER: PROJECT: ° DETAIL A WAVEGUIDE DETAIL FILENAME: CONFIDENTIAL, LADDERIWAVE DET_ SCALE: TOLERANCE: ggi�gg �yy 5/8""=1'-D jUN Cu� DRWN. BY: DATE: K. WELOIN 12/14/98 CHK. BY: DATE: J-BOLT CHART V. HASSELL 12/14/99 ENG. BY: DATE: W GARRETT 12/14/99 ANGLE SIZE J-BOLT P/N DESCRIPTION APP. BY: DATE: W GARRETT 12/14/99 FRONT ELEVATION L221 X22XU2 102 165751 5 1/2" X 1 " sHEETDET PART DET L3 X 3 UP 165752 9 1/4" X 1 " DRAWING NO.: REV: TO L6 X 6 BILL OF MATERIAL FOR PART NUMBER: 658604 ENGINEER SEAL_ ITEMWEIGHT PART NUMBER OUANTITY DESCRIPTION NUMBER Ibs 1 658603I MOUNTING PLATE 6.88 2 658602 1 BEACON SUPPORT ROD 5.46 3 658601 1 BEACON TOP PLATE 18.03 4 5 6 7 O O8 / 10 12 13 14 15 / 16 II I 18 THIS DRAWING IS THE CONFIDENTIAL _ I PROPERTY AND CONTAINS TRADE 290 SECRETS OF CELLXION, LLC. ANY I USE OF THESE DRAWINGS OR THE TOTAL STEEL WEIGHT = 30.37 INFORMATION CONTAINED HEREIN TOTAL GALVANIZED WEIGHT = 31.89 FOR ANY .REASON OTHER THAN AS I I EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY �♦ /// PROHIBITED. AS DISTRIBUTED WITH THE / UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING / POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS O --------J O CONFIDENTIAL NATURE. c d O Q) O h 07 � a N0E M c I o Lb 3 N O I'f) I U TOP VIEW ® o .o ^N o ® J Q) N U X 3 16 0 'v) o ® Ln o m 8" CUSTOMER: 3 I 5/16 PROJECT: TOP BEACON 2 I STOOL ASSEMBLY 00 FILENAME: DETAILS/658604 SCALE: TOLERANCE: ISOMETRIC VIEW 1/4"=1' 1 5/16" DRWN. BY: DATE: K. BLAIR 10/7/98 .IST TI4L, CHK. BY: DATE: V. HASSELL 10/13/98 �aj .y�F21 EN DAT B. GARRETT 10/13/98 APP. BY: DATE: 42 SHEET NO.: PART NO.: FRONT VIEW 658604 658604 DRAWING NO.: REV: A I BMW 112/22/001 ADDED BOM AND REVISED BASE PLATE A IREVI BY I DATE I DESCRIPTION_ APP.BY DATE 1 ENGINEER SEAL THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON. OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE 3/4" COPPER ROUND RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. _c -p c O O O? O cy) z nO N E 0_-v- c z - - - - - _ 3 a n N 00 w'- ` O N O x zz -� O N . w o� J ^- m n ) O 17 c a� C) 0 O Ll U) > cn O ;n m EXISTING SPLICE PLATE CUSTOMER: AT TO OF TOWER LEG. PROJECT: LIGHTNING ROD 0,314" X 6'-0" 3/4" - 10UNC PIN 540000 W/ NON-FERROUS O LOCK WASHER & FILENAME: FLAT WASHER. DETAILS/540000 ® SCALE: TOLERANCE: AS NOTED ® DRWN. BY: DATE: G. GRAY 10/9/98 ® CHK. BY: DATE: . V. HASSELL 17/24/98 ENG. BY: DATE: - W GARRETT 11/24/98 APP. BY: DATE: CONTIDEN'T.IAL W GARRETT 11124199 y��i �a FRONT VIEW ISOMETRIC VI SHEET NO.: PART NO.:W SCALE: 1/2" = 1" SCALE: 1/8" 540000 540000 P DRAWING NO.: REV: ENGINEER SEAL i THIS DRAWING IS THE CONFIDENTIAL ° PROPERTY AND CONTAINS TRADE L70 GROUNDING LUG SECRETS OF CELLXION, L.L.C. ANY USE OF THESE DRAWINGS OR THE P/N. 040294 INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY #6 BARE TINNED COPPER PROHIBITED. THIS DRAWING HAS BEEN 'DISTRIBUTED WITH THE GROUND WIRE o UNDERSTANDING THAT ANYONE o RECEIVING OR OTHERWISE OBTAINING D POSSESSION OF IT WILL BE vOo EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. ° a j c 0 O 0') O d7 / N 3 � O n 1 U #6 BARE TINNED COPPER 0 - O O N N .O GROUND WIRE 0 x a� c a� � 1t O _ �� 3 N v � Ln (n CUSTOMER: PROJECT: STANDARD EIA GROUNDING DETAILS WITH GROUNDING LUG TOP VIEW SELF SUPPORT TOWER FILENAME: OETAILS/GNOSSSEC2 SCALE: TOLERANCE: N.T.S. FRONT VIEtiV O ROD DRWN. BY: DATE: M. £LSHOUT 7/20/00 CHK. BY: DATE: ENG. BY: DATE: APP. BY: DATE: (CO `FIDEN R I Y SHEET NO.: PART NO.: GNDSSSEC2 DRAWING NO.: REV: ENGINEER SEAL --- — / --- BRACE SPLICE / \ lC PLATE / `�O• _ - - - � SQUARE ^ '-WASHER BOLT ASSY GUSSET THIS DRAWING IS THE CONFIDENTIAL I �� PROPERTY AND CONTAINS TRADE ANY TOWER S USEROFS THESEEDRAW NGSLC.OR THE LEG INFORMATION CONTAINED HEREIN BRACE FOR ANY REASON OTHER THAN AS DETAIL EXPRESSLY AUTHORIZED BY LEG ASSY CELLXION, LLC. IS STRICTLY (TOP VIEW) 5/8 X 2 PROHIBITED. THIS DRAWING HAS BOLT ASSYBEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE BRACING BRACING EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. SPLICE PLATE DETAIL 2 DETAIL 3 o � orn o rn m LEG O _ N ° 11) U cn ASSY o. - N N .O 0 x OBRACE SPLICE PLATE N , DETAIL 1 - LEG .� a (FRONT VIEW) HORIZONTAL ASSY Ln cn o �, o BRACING (2 O m BRACING O CUSTOMER: BOLT PRE TENSIONING REQUIREMENTS: (J A-325 HIGH STRENGTH BOLTS 0 BOLT ASSY BOLTS JOB INSPECTION TORQUE - FT-LBS. O PROJECT: SELF SUPPORT BOLT DIAGONAL SPLICE TOWER DETAILS DIAMETER BRACING GUSSET PLATES (IN.) WRENCH READING GUSSET LEG ASSY FILENAME: 1/2" 150 — 160 5/8" 190 — 200 _ SCALE: TOLERANCE: LEG ASSY 3/4" 225 - 235 DRWN. BY: DATE: T. GRAY 11/27/98 7/8" 265 — 280 CHK. BY: DATE: 1" 300 - 315 DETAIL 4 SPLICE DETAIL . v. HASSELL 11/27/98 ENG. BY: DATE: 1 1/4" 375 — 395 B. GARRETT. 111271,98 APP. BY: DATE: 1 3/8" 41 S — 435/ W. GARRETT 11/27/99 1 1/2- 450 — 475 SHEET NO.: PART NO.: 1 3/4" 525 — 550 SSTDET 2" 600 — 630 NF �b�T�. DRAWING NO.: REV: ENGINEER SEAL 116'-0" (FUTURE) 4'-6" (12) EMS FS65-12 ANTENNAS CLIMBING LADDER WITH 1 5/8" FOAM COAX MOUNTED SEE NOTE 2 120'-0"- ON (3) ROTATABLE T-BOOM THIS DRAWING IS THE CONFIDENTIAL \\N \ SECTOR MOUNTS. PROPERTY AND CONTAINS TRADE _ o\o z Z N \ f Z SECRETS OF CEllXION, LLC. ANY O N x X 0 0 (X�+ O\ O D A\-SEE WAVENO DE 2LADDER USE EO F THESE ECDRAWIING HEREIN THE N a o\ = 04 1 10'-0" (FUTURE) FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY ^' O1 (2) 6'-0" HP MICROWAVE STRUCTURAL SPECIFICATIONS: CELLXION, LLC. IS STRICTLY 100'-0"- DISHES WITH 1 5/8" FOAM SECTION "A-A" PROHIBITED. THIS DRAWING HAS r BEEN DISTRIBUTED WITH THE NCOAX BEEN ON (2) DISH 1. TOWER HEIGHT = 120'-0". UNDERSTANDING THAT ANYONE J \ Z Z Z Z Z Z X N Z c N z J MOUNTS. 2. TOWER TYPE = ALL STEEL, SELF SUPPORT WITH SOLID BAR LEGS. RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE ^ _pt" 0 0 0 0 0 0 w 0�. 0 m 3. LEG AND CONNECTING PLATE STEEL = GRADE 50. EXPRESSLY NOTIFIED OF ITS N 01 N N N N ry\ ? " 0 4. BRACING STEEL = GRADE A36. CONFIDENTIAL NATURE. o rn 0 0 o a, co 96'-0" (FUTURE) 5. DESIGN STANDARD EIA/TLA 222-F WITH 1/2" RADIAL ICE. 80'-0 (12) EMS FS65-12 ANTENNAS 6. STRUCTURAL BASIC WIND SPEED = 100 MPH. v v v r WITH 1 5/8" FOAM COAX MOUNTED 7. ALL FABRICATED PARTS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123. L4Ln \ a z z z z N \N z ON (3) ROTATABLE T-BOOM 8. ALL HARDWARE SHALL COMPLY WITH ASTM A325. a _ CD m oo m X Oo °o o Oo w oz� o n SECTOR MOUNTS. 9. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153. ° X N N N N �� O -pt O ol N N E ;' N°' o `° D? `' 80'-0" (FUTURE) 1� o 60'-0"- (12) EMS FS65-12 ANTENNAS 0 - N w � ���� r v WITH 1 5/8" FOAM COAX MOUNTED TOWER SPECIFICATIONS:N o N .0 \ Z Z Z Z\ \ Z co X m rn m rn ry z w ON (3) ROTATABLE T-BOOM � ^ X N o 0 0 o W N 0 00 o SECTOR MOUNTS. 1• (1) FACE MOUNTED CLIMBING LADDER, MINIMUM 1 6" WIDE. ^' T M ° N N N rv\„ w O 2. (1) EXTERNAL MOUNTED WAVEGUIDE LADDER. _ _ =' `--'�? 3 \ w w w w .� 3. (1) 2 TIER WAVEGUIDE BRIDGE 2 FT. X 20 FT. (695020) U .. N ID co J D) (m N 40'-0"- 62'-0" (FUTURE) J 4. (1) CABLE TYPE SAFETY CLIMB SYSTEM WITH (1) SAFETY HARNESS. o ' 0 ° o (12) EMS FS65-12 ANTENNAS CD - a L \ z z z z rr� w z WITH 1 5/8" FOAM COAX MOUNTED 5. (1) BEACON LIGHT MOUNT (658604) H -Ln- z > o X �, z 6. (1') LIGHTNING ROD (540000) co = D' 2 2 10 0 m ON (3) ROTATABLE T-BOOM co N o 0 0 o X\ o\ 0 7. (X) EIA GROUNDING x .P a � � N 0 A o SECTOR MOUNTS. 0) 0) 0) 0)a X rn 8.( 3) T-BOOM MOUNTS (SINGLE) CUSTOMER: 20'-0"- N J 0) cn rn 9• (12) MOUNT PIPES BECHTEL A 10. ( ) PIPE MOUNT SUPPORTS PGA WEST, CA. v 00 \\\\N r \ 1 1. ROTATABLE PLATFORM r TBrLo 1 182 Z Z Z Z Z<N \w Z I ( ) i w x a, D, Q, D, r" Z D, 12. ( ) DISH MOUNT (SINGLE) N \ O O O O ' A N x N a N 0 13. ( ) CANDLEABRA PROJECT: 120'-0" w N N N J\X N SELF SUPPORT r j N -' O cD � {a 0'-0"- TOWER DESIGN rn > II I NOTES PROFILE � m s N -x}-13'-6"�- REACTIONS: FILENAME: <oz rnn m z ;:o o Grm) 1• TOTAL TOWER WEIGHT = 17,725 LBS. WEIGHT INCLUDES TOWER TBTL01182/PROFILE (A m m mco � Z z z z o 232.9 KIPS: COMP. STEEL, CLIMBING LADDER. SCALE: TOLERANCE: o v `� O o u1 �� s z 223.0 KIPS: UPLIFT 2. THE CLIMBING LADDERS MAY BE MOUNTED ON ANY TOWER FACE. N.T.S. Z > A n L 21.6 KIPS: SHEAR 3. FOR FUTURE LOADING, IF ADDITIONAL WAVEGUIDE LADDERS ARE DRWN. BY: DATE: 2,050.7 K-FT. = O.T.M. NEEDED THEY ARE TO BE DISTRIBUTED EQUALLY AMONG TOWER- FACES. B. WELLS 6/25/01 CHK. BY: DATE: M. £LSHOUT 6/25/01 ENG. BY: DATE: W. GARRETT 6/26/01 APP. BY: DATE: W. GARRETT 6/26/01 SHEET NO.: PART NO.: PROFILE 8 MAE 7/17/01 REVISED LOADINGS AND SECTIONS B, C, & D DRAWING NO.: REV: A BMW 6/26/01 REVISED BASE SECTION FROM 6 ANCHOR BOLTS TO 4 B /2 O1 178 FLO 1 182 B _ REV BY DATE DESCRIPTION _ AP DATE ENGINEER SEAL NOTES: " 1. Fc' = 3000 PSI @ 28 DAYS. DOUBLE 2. 94.0 CUBIC YARDS OF CONCRETE REQUIRED FOR FOUNDATION. (4) 1 ANC GRADE TOWER LEG 3�-0LOCK NUT 50 ANCHOR ROD 3. ALL FABRICATED PARTS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123. 4. ALL HARDWARE SHALL COMPLY WITH ASTM A325. BASE PLATE LEVELING NUT 5. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 #4 HORIZONTAL 6. REINFORCING BAR SHALL CONFORM TO ASTM A 615, GRADE 60 STANDARDS. REINFORCING TIES (16)#9 VERTICAL 7. ALL REINFORCING BAR MUST BE MINIMUM 3" CLEAR. REINFORCING 8. THE BOTTOM AND FRONT BEARING SURFACES OF THE -ANCHOR BLOCK ARE TO BEAR 1 W/2'-0" BEND AGAINST UNDISTURBED SOIL. 9. BACK-FILL MUST BE DONE IN 6" COMPACTED LIFTS AFTER THE CONCRETE HAS I II SET BUT PRIOR TO START OF TOWER ERECTION. z I co THIS DRAWING IS THE CONFIDENTIAL 10. THIS DESIGN IS BASED ON THE GEOTECHNICAL SOILS REPORT BY GEOTECHNICAL SOLUTIONS, z w I I 3000 PSI PROPERTY AND CONTAINS TRADE INC., PROJECT N0. A-1849-01 ON 6/6/01. I g oA SECRETS OF CELLXION, LLC. ANY I ! CONCRETE ! USE OF THESE DRAWINGS OR THE Li I I INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS �� � _ _ EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE ANCHOR ROD � ji, UNDERSTANDING THAT ANYONE TYPICAL BASE PLATEN M1 N � I II �� II I RECEIVING OR OTHERWISE OBTAINING TYPICAL - _ _ POSSESSION OF IT WILL BE -- EXPRESSLY NOTIFIED OF ITS #4 HORIZONTAL ANCHOR TEMPLATE—/ TEMPLATE NUTS CONFIDENTIAL NATURE. #9 VERTICAL REINFORCING REINFORCING TYPICAL Z - TYPICAL Qj -0 c O � Of TOWER LEG SECTION A — A = N N o TYPICAL 3 O r7 n` 0 N 0—� D N . 0 X_ � J c0 �— D N COMPACTED FILL g L 1`91" —— adz. - _ ' `p .v0-i .o III—I - O I - 10 - III_ I— I III—II o _ I_ III_ III I I I III_ III_il o —I�1=1�I ! 1=1 11=1 I `° CUSTOMER: =1 I I=1 III=1 I I PGB WEST,ECHTEL CA. TBTLO1182 —I I—I II--I I—I 1=1 I—I I—i I I—i I I—I 11=1 I—I I—I I—I 1=1 I I—I I—I 11=1 I I III—i PROJECT: 1=III=I 1=III=III=III=III=III=III=III=III-III=III=III-III-111=III=III=III III= I MAT FOUNDATION 111 120'-0" SELF SUPPORT N 13'-6" TOWER DESIGN 26-#9 REINFORCING TIES 25'-0" EACH DIRECTION-TOP & FILENAME: BOTTOM WITH 1'-6" BENDS TBTL011821MA7 FND EACH END = 104 TOTAL. ORIGINAL SOILJ SCALE: TOLERANCE: FRONT VIEW 1/4 DATE: = 1'-0" DRWN, BY: DATE: M. ELSHOUT 7/17/01 I REBAR SCHEDULE REACTIONS: CHK. BY: QUANTITY SIZE LENGTH ENG. BY: DATE: 48 #9 8'-0" 232.9 KIPS: COMP. 18 #4 9'-0', 223.0 KIPS: UPLIFT D 25'-0" 104 #9 21.6 KIPS: SHEAR 5 ETNO.: P TN 27'-6" 2,050.7 K-FT: O.T.M. MAT D A DRAWING NO.: REV: 4 TOP VIEW TBTLO 7 182 BILL OF MATERIAL FOR PART NUMBER: 600034 _ Er.,; GINEER SEAL `BER M PART NUMBER OUANTITY�— DESCRIPTION WEIGHT NUM 603001 3 LEG ASSY 20S Y—0 X 1X 1 3/4"o SOLID ROIi!�� 828.18 2 601001 30 BRACING ANGLE X 2 X 3/16 X 5—5_ i t 16 394.27 3 164001 75 BOLT ASS'Y S 8 X 2 H.O.G. 32.25 _ 4 164006 12 ISOLT ASSY 1 X 4 H.D.G. 20.57 i 5 163752 13 ISO. STITCH BOLT WASHER 2 X 2 X 1 6 601002 3 BRACING ANGLE 2 X 2 X 3 16 X 4—I .3 16 28.08 7 —8 — 9 10 12 14 — A 15 16 17 18 _ THIS DRAWING IS THE CONFIDENTIAL 19 PROPERTY .AND CONTAINS TRADE 20 _ SECRETS Of CELLXION, LLC. ANY TOP VIEW USE OF THESE DRAWINGS OR THE TOTAL STEEL WEIGHT = 1309.85 . INFORMATION CONTAINED HEREIN TOTAL GALVANIZED WEIGHT = 1375.34 FOR ANY REASON OTHER THAN AS _ 4'—6 EXPRESSLY AUTHORIZED BY TYPICAL CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS Q o o TH THE BE ERSTANDINNGEN TDISTRIBUTED HATIANYO E vj RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. _ SCD ° o = 0 O 07 NOTES. cy' C) 0) E 1. ALL PART NUMBERS TO BE STAMPED ON PARTS. 3 p I OU D1 2. ALL FABRICATED STEEL SHALL BE HOT DIPPED GALVANIZED cf) — I, PER ASTM A123. O N 0 . 3. ALL HARDWARE SHALL COMPLY WITH ASTM A325. N J x 4. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED PER .. ASTM A153. o � 00 � U 5. LAST THREE NUMBERS OF LEG ASSEMBLY NUMBER To BE - i STAMPED ON SPLICE PLATE. W o N L 0 N 2 'U O O0 Ln � > n O 0 D] o _ " 3 CUSTOMER: 3 TOP D1 PROJECT: SECTION A 20"-0" SELF SUPPORT TOP SECTION ASSY 1 314"0 LEG 9 BAY TO FILENAME: SSSEC/600034 5 SCALE: TOLERANCE: DRWN. BY: DATE: K. BLAIR 12/21/98 ('3#0NFIDE TIAU CHK. BY: DATE: V. HASSELL 12/22/98 ENG. BY: DATE: ® JUN 2 5 2C1Fi W. CARRETf 12/22/98 APP. BY: DATE: SEE NOTE 5 4 ISOMETRIC VIEW SHEET NO.: PART NO.: ° e C TLG 1 1/4/00 1 REV. PRINT; MODIFIED TOTAL B.O.M. WEIGHT. KEB 1/4/00 600034 600034 B KEB 2/26/99 ADD ANGLE SIZES TO BILL OF MATERIALS KEB 2/26/99 DRAWING NO.: REV: _ A KB 12/29/98 COPE .ANGLES VH 12/30/98 C ELEVATION A REV BY I DATE DESCRIPTION A.PP.BY DATE BILL OF MATERIAL FOR PART NUMBER: 600058 ENGINEER SEAL ITEM NUMBER PART NUMBER QUANTITY DESCRIPTION WEIGHT SHT 1 603041 3 LEG ASSY 02 1/4" X 20-0 SOLID ROUND 1225.14 2 601 03 6 ANGLE 2 X X 3/16" X 5'-4 3/4' 77.70 1 3 601204 6 ANGLE 2 X 2 X 3 16 X 5-10 3 8 84.60 4 -6 4 601 OS 6 ANGLE 2 X 2 X 3 16 X 6-1 1 1 16 88.68 D 1 5 601206 6 ANGLE 2 " 2 X 3 16 X 6-5 1 16 92.82 6 601207 1 6 BRACING ANGLE 2 X 2 X 3/16" X 6'6 1/4" 94.32 10 7 163752 12 SQ. STITCH BOLT WASHER 6.00 8 164006 12 BOLT ASSY 1 X 4 HH 8.71 9 1640 1 75 BOT ASS Y 5 8 X 2 HH 32.32 10 601635 3 ANG 2 X 2 X 3/16- X 4-1 5 16 28.45 11 12 2 13 14 15 16 17 1 18 THIS DRAWING IS THE CONFIDENTIAL 19 PROPERTY AND CONTAINS TRADE 20 SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE TOTAL STEEL WEIGHT = 1738.74 INFORMATION CONTAINED HEREIN TOTAL GALVANIZED WEIGHT = 1825.68 FOR ANY REASON OTHER THAN AS 3 EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY o e PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE • o e UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS D 1 CONFIDENTIAL NATURE. e 3 o ° 4 D 1 NOTES: ° o rn ° 1 . ALL PART NUMBERS TO BE STAMPED ON PARTS. N °' 2. ALL FABRICATED STEEL SHALL BE HOT DIPPED _ 3 V) ,1 � 0 GALVANIZED PER ASTM A123. s= (n _ E 3. ALL HARDWARE SHALL COMPLY WITH ASTM A325. 0 N N •0 4. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED J PER ASTM A153. N >; 00 Q) 5. LEG ASSEMBLY PART NUMBER TO BE STAMPED ON SPLICE PLATE. L `"- 5 � � " 0 o �, o �- V ' a 1n > ° <n O m 0 CUSTOMER: 6 ° PROJECT: SECTION B ° g 02 114"15 BAY SELF SUPPORT TAPERED SECTION FILENAME: 7 0 SSSEC/600058 0 SCALE: TOLERANCE: 3/8"--1'-0" DRWN. BY: DATE: SEE NOTE 5 T. GRAY 1/25/99 o g CHK. BY: DATE: K. 8LAIR 1/25/99 ENG. BY: DATE: W. GARRETT 1/25/99 APP. BY: DATE: W GARRET 1/25/99 oz SHEET NO.: PART NO.: 6'-38 C MAE 3/16/00 REVISED OTY. OF #7 ON BOM 600058 600058 B TLG 7//27/99 REV. PRINT; ADDED TOP BRACING ANGLE. DRAWING NO.: REV: FRONT VIEW A KEB 2/26/99 ADJUST WEIGHTS ON BILL OF MATERIALS. KEB 2/26/99 REV BY DATE DESCRIPTION APP.BY DATE BILL OF MATERIAL FOR PART NUMBER: 600057 ENGINEER SEAL ITEM PART NUMBER QUANTITY DESCRIPTION WEIGHT 6'—3$' NUMBER Ibs 1 603004 3 LEG ASSY27-j-0-371-6 O —0 1897,14 2 601 199 6 ANGL X 2 X 3 16 X 7—5 108.60 1 3 601200 6 ANGLE 2 X 2 X 3/16" X 7'-1 1 7 16 116.58 4 601201 6 ANGLE 2 X 2 X 316 X 8 —3 11/16" 121.92 D 1 2 5 601202 6 ANG 2 X 2 X 3 16 8 —5 7 8 124.62 0 6 164007 18 BOLT ASS Y 1 3/5 X 6 81.7 7164001 60 BOLT ASSY 5/8" X 2 38.70 D 1 9 1 63752 8 STITCH BOLT WASHER 4.00 , 10 11 ' 12 13 14 15 16 17 18 THIS DRAWING IS THE CONFIDENTIAL 19 PROPERTY AND CONTAINS TRADE 1 20 1 1 SECRETS OF CELLXION, LLC. ANY 2 USE OF THESE DRAWINGS OR THE TOTAL'STEEL WEIGHT = 2493.28 INFORMATION CONTAINED HEREIN TOTAL GALVANIZED WEIGHT = 2617.94 FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED. WITH THE UNDERSTANDING THAT ANYONE o_ RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. 3 03 D1 o o � o rn o y rn 0). O N E o ' c I N _ w I O 0 C O D.N O N ._ J X N 00 00 U U � x 0 CD O 4 ? Ln > cn O m 0 7 CUSTOMER: 8 PROJECT: SECTION 2 3/4' LEG, 4 BAY a 6 -3 5 8 TO SEE NOTE 5 8' —1/3 16" 6 5 ' FILENAME: o LEG ASSY/600057 SCALE: TOLERANCE: 3/8" = 1'-01" DRWN. BY: DATE: FRONT VIEW B.WELLS 1/25/99 CHK. BY: DATE: 8'—1�3 " K. 8LA1R 1/25/99 ENG. BY: DATE: NOTES: ISOMETRIC VIEW W GARRETT 1/25/99 1 . ALL PART NUMBERS TO BE STAMPED ON PARTS. APP. BY: DATE: 2. ALL FABRICATED STEEL SHALL BE HOT DIPPED GALVANIZED PWER ASM A123. W GARRET? 1/25/99 SHEET NO.: PART NO.: t5- ALL HARDWARE SHALL COMPLY WITH ASTM A325. 500057 600057 ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153. e cLc 7/7/99 CORRECTED BOM cLc 7/7/99 DRAWING NO.: REV: LAST THREE NUMBERS OF SECTION ASSEMBLY PART NUMBER TO BE STAMPED ON SPLICE PLATE. A KEB 2/27/98 ADJUST WEIGHTS KEB 2/27/99 REV BY DATE DESCRIPTION IAPP.BY DATE