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HomeMy WebLinkAbout1675 FARADAY AVE; CS; CB052274; PermitCity of Carlsbad 09-12-2005 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB052274 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 1675 FARADAY AV CBAD Tl Sub Type: Lot#: Status: Valuation: 2121305200 $30,000.00 Construction Type: COMM 0 VN Applied: ISSUED 06/20/2005 SB 09/12/2005 09/12/2005 Occupancy Group: Reference #: Entered By: Project Title: SPRINT PCS INSTALL CELL SITE Applicant: KHOSROW SUITE 320 4909 MURPHY CANYON RD 92123 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $242.99 $0.00 $157.94 $0.00 $0.00 $6.30 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: HOFFMAN STEPHEN LIVING TRUST 01-12-05 1494 S COAST HIGHWAY 101 ENCINITAS CA 92024 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193} License Tax (4304193} -Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.00 $24.00 $0.00 $0.00 $0.00 $0.00 $491.23 Total Fees: $491.23 Total Payments To Date: $491.23 Balance Due: $0.00 Date: BUILDING PLANS ~~~"~ _ATTACHED Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "lmpo ition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. . < , ~?:>\ot?- PERMIT APPLICATION 1 1 \wkl CITY OF CARLSBAD BUILDM!6EPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE~ zi? ~r PLAN CHECK NO.vt:0::>=-_--=...;:=--t EST. VAL. ___ _;:s;___.;.~-/!-tO.cc...-O_-l>_~ Plan Ck. Deposit VaUdatedr~ Date (o yJ: 5' I ,s7,/j y _, :1:, · PRl;J'~~t INF9Bll/f~TION X Address (include Bldg/Suite #) Business Name (a\ this addres_~-• ;,.. , "" n ~,., ,. :Sf'.l<.11'-'l ~61 .a::OdJ.,; Ci;v.~ '<Lt 02 Legal Description Lot No. Subdivision Name/Number Unit No. Phase N<[_:(::iPTotal # of unJ.'.j'7" 94 Existing Use Proposed Use . . Description of Wor('.2l, \ \ ~ -' l ~.{ !>(~-.COl':,IT'.ACT PERSON (it diffetent from applicant)·. SQ. FT. #of Stories # of Bedrooms # of Bathrooms Name Address State/Zip Telephone# Fax# •·1 · .C~t~-)244-1 o3L :~:-·· APPL!¢A1'4T .. .Q coni:fiictor D Ageri:t.tci;.: ¢~intric,tor • O'owner ... ~ L / I ~1v...--?.lit1-x~:~w~.t?f/s , . . .. Zi,f a f24i, i • !~ iitL.Rt'~ ti. '#I;, -~~-~ecJ;t~if~ ~~~1'ijJt~~ . . ~~dre:s . . ' 5£)}-J (i)/c;t;:n City C/212..1., - S.tate/Zip (GI 9) ZZ.o-]f52_ Telephone # (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, commending 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 fiv undred dollars [$5001). c' s,-v01P-ele cot,A,'>f .r""'c. s9S-'f frl'-' · c u ~ IJ--/03 5 q,J ·o 2-/:2 SJSB ?7 -9 Designer Name. Address City State/Zip Telephone State License# _________ _ i~.~. WOf,il~~~; ¢°{>MPEN.S.Ar'1ow·- Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is ~ued. My worker's coi:iipensation insurance carrier and polh1y number arJr . ~ ./\ l~surance Company S f.:i. f · J'v I v v--oY olicy No./)(!):;. 'ts;? 'I-'J. oo 'j /'f=.xpiration Date /2 ~ D/ -{!JS (THIS SECTION NEED NOT BE COMPLETED I THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) 0 CERTIFICATE OF EXEMPTION: 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. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred cost of compensation, damages as provided for in Secti)(706 of the Labor code, interest and attorney's fees. -------.... 9 -DATE -/2-CP.5 . ' ~ ,, ~ ' ,, ~ ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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 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). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct 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 contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide p'ortions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number I contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ DATE _________ _ '.¢°QMPL!;TE Tf:11~ SECTiQN FOR'NON-RESiDENTIAL BUILDING ·PERMIT$0NLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention_ program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. :a:: •. -4:0N$TBU'qff.Q,1ner::i61N<f A~e~c1{:. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS ________________________ _ {~t~1:\el:>t.1¢ANf-'5~J\T)fjCAT10N1,:,, ":---, ~,, • • ,,,.. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a _Pjfiod of 180 days (Section 106.4.4 Uniform Building Code). , '\.JPLICANT'S SIGNATURE IL. /Cffhtr:>?ay, DA TE fJ G / 'ltJ /,J _c __/"\ WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 12/05/2005 Permit# CB052274 Inspector Assignment: PS --- Title: SPRINT PCS INSTALL CELL SITE Description: Type: Tl Job Address: Sub Type: COMM 1675 FARADAY AV Phone: 9095617537 Inspector:~ Suite: Lot 0 Location: APPLICANT KHOSROW Owner: HOFFMAN STEPHEN LIVING TRUST 01-12-05 Remarks: Total Time: CD Description 19 Final Structural Requested By: MR RAMIREZ Entered By: KAREN A;>lffomm~t JZ[!_ ____ &:~~-~----- 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Hold Associated PCRs/CVs lnsgection History Date Description Act lnsp Comments 11/30/2005 89 Final Combo co PS NEED TO BOLT DOWN PLATFORM IN PIT FOR ELEC PANEL 11/07/2005 34 Rough Electric co PS 10/25/2005 11 Fig/Foundation/Piers AP PS 2 POLE FTG FOR TOWER 10/21/2005 11 Fig/Foundation/Piers co PS no soils report anchor bolts not installed 10/21/2005 11 Fig/Foundation/Piers co PS need to add ties per plan 10/21/2005 34 Rough Electric PA PS 2nd time in after noon -ok for hot tap but no meter 10/20/2005 34 Rough Electric co PS no gronding installed 10/18/2005 34 Rough Electric co PS 10/12/2005 31 Underground/Conduit-Wiring AP PD CONDUIT 10/12/2005 34 Rough Electric WC PD 10/03/2005 12 Steel/Bond Beam co PS NEED CERT OF SET BACKS 09/27/2005 34 Rough Electric co PS CONSULA TATION TORO INTERNATIONAL TEL: (949) 559-1582 GEOTECHNICAL ENGINEERING FAX: (949) 559-1583 DAILY REPORT OF GRADING OBSERVATION JOBNO. 1""1 5 V -X..X~ GENERAL LOCATION OF FILL GENER,\LyONTRACTOR 1-f<rca GEN. CONTRACTOR'S SUPT. ff=-a.MI - CLIENT GRADING OR EARTHWORK CONTRACTOR GRADING CONTRACTOR'S SUPT. OR FOREMAN SOURCE AND CLASSIFICATION OF FILL MATERIAL VISITORS EQUIPMENT USED FOR HAULING, COMPACTION, WATERING, ETC. . SPECIFIC LOCATION OF WORK PERFORMED GENERAL DESCRIPTION OF WORK PERFORMED FAILING TESTS, LIFT THICKNESS, OTHER REMARKS R ADDITIONAL TESTS RE UIREO'El;tfc5 /'.~ WHERE? DAY -r . rr, DATE / ~ WEATHER PROJECT ENGINEER C!ov MAX DENSI Y STANDARD Cl 5 LAYER Cl OTHER (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE TO DATE TECHNICIAN TIME CHARGED APPROVED BY -Ce - ENGINEERING FILE • WHITE FIELD FILE •YELLOW· JOB SUPERINTENDENT• PINK PAGE OF I Q. E fl) .-1 lJ) .-1 .-1 (S) "-!3 "-(S) .-l ~ .-l ffl ~ .(0 .-l 5 ... ~ iii ~ i: . ;,u~:~a.s·.:' ..... , ;.;. Jl"i .. __ .. _, __ ,~..I ~,f ... -~,-m Ele1~ical / Teleco~ }ei*I~ Terminal Torque Setting Certification .. ., Job Name: Sprint -The Iris Group Job Address: 1675 Faraday_ Ave., Carlsbad, CA 92008 Panel Type: Meter Main Combo Electrical Configuration Panel Name: Sprint Utility Meter 120/208 Voltage: ____ _ Phase(s): 1 Wires: 3 Amps/Kw: 200 Terminal Lug Type: Hex Bolt Allen Head Phillips Slotted Tork Other Terminal Size: Final Torque Setting: Foot Pounds.: Inch Pounds.: Nuetral X 5/16" 275 @ --- Phase "A" Phase 11B" Phase "C" Ground X X 5/16" 1/4" 275 200 @ @ El B Comments: These Torque Settings are for the attachement of the new# 3/0 THHN wires to the new Meter socket -Utility side. I confirm, by signing below that the information provided on this form is true and accurate and that I personally performed and/or witnesses the tightening of all terminals listed above and that the torque requirement for each terminal meets the factory recommended settings. tit s;tj: ~ntN,~ DATE I ,2,L:1~= I I l1ftH/4-I{{ !)U£Ft1~ \ 10/zz.kr J· { ; I.le.# 732852 524 Grccaba11k Ave, Duarte, C.A. 91010 626.358.7009 Jl < ) EsGil Corporation In <Partnersfiip witfi government for (}3ui[aing Safety DATE: JULY 1, 2005 JURISDICTION: CARLSBAD PLAN CHECK NO.: 05-2274 SET:I ~NT ~ D PLAN REVIEWER D FILE PROJECT ADDRESS: 1675 FARADAY AVENUE PROJECT NAME: UNDERGROUND VAULT (10'X14') & LIGHT POLE/ ANTENNA D D D D D ~ D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked py building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: · (by:_ ) Fax.#: fl./ Mail Telephone Fax In Person · k \ REMARKS: The applicant to note on plans that the plans ar{a} ~/c:lations for the underground vault to be submitted to the city for review & approval prior tc¥nstallation. By: Ali Sadre Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/23 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 jVALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Ali Sadre PLAN CHECK NO.: 05-2274 DATE: JULY 1, 2005 BUILDING ADDRESS: 1675 FARADAY AVENUE BUILDING OCCUPANCY: U2 TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. underaround vault & antenna Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By-Ordinance 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review: 0 Complete Review D Structwral Only D Repetitive Fee 3Repeats Comments: macvalue.doc D Other D Hourly I Hour * Esgil Plan Review Fee Sheet 1 of 1 ($) 30,000 $242.991 $157.941 $136.071 , .' .. BUILDING PLANCHECK CHECKLIST DATE: 7(P--o/o5 PLANCHECK NO.: CB () 5 /1.? 2Y BUILDINGADDRi:!'ss: /675 ~ Jve PROJECT DESCRIPTION: , C ~ -Ce-U s :il:::i,._ ASSESSOR'S PARCEL NUMBER~ tJ_tJ-... t 30 -Sa/ EST. VALUE: ENGINEERING DEPARTMENT APPROVAL · DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result i!') suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: Please see h attached report of deficiencies marked with Make necessary corrections to plans or speci tio s for compliance with applicable codes and stan ards. Submit corrected plans and/or specifications to this office for review, Date: 7f¥s By: Date: By: Date: · FOR OFFICIAL USE-ONLY ., ,•.' . ENGINEERING AUTHORIZATION to· 1sSUE BUILDING PERMIT: . . . ' -. '. . ' . ' ,, ' ·-' By:. ~TTA D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet · Date: Name: ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: F:\BUILDf~~c~~f~fH~yMA"venue • Carlsbad, CA 92008~7314 • (760) 602-2720 • FAX (760) 602-~'5'€;~0 @ l' 2ND 3RD D D D D F:IBUILOING PLANCHECK•CKLST FORM.doc BUILDING PLANCHECK CHECKLIST SITE PLAN 1. A. B. C. D. E. 2. A. B. C. D. 3. A. B. C. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow F. Right-of-Way Width & Adjacent Streets Existing & Proposed Structures G. Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines I. Existing or proposed water service Easements J. Existing or proposed irrigation service. Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive · drainage of 2% to swale 5' away from building." · Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves·the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals shc;>Uld not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's Parcel Number Legal Description For c·ommercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 ' Rev. 7/14/00 D D ,BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE DEDICATION REQUIREMENTS D . 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ *60CT' , pursuant to Carlsbad D Municipal Code Section 18.40.030. 10:J.?C., Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time ofbuttdlrrg construction whenever the value of the construction exceeds $_.~~;;:;....;::;..;_,. pursuant to Carlsbad Municipal Code Section 18.40.040. 7C,1 J,Bo Public improvements required as follows: --------.-------- Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\BUILDING PlANCHECK CKLST FORM.doc 3 Rev. 7/14/00 D D D D D D D D D D D D D. D D F:IBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- 6b. Construction of the public improvements· may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $360 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupa~cy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. ?a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 4 Rev. 7/14/00 D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: CcJ)S'S~ l,..\JR_~ ~ l J-~ ( f½:g ~~ 0 .9. INDUSTRIAL 'WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can· provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance .. D D D Industrial Waste permit accepted by: Date: 10. NPDES PERMIT : Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building. permit, whichever occurs first. 11. D ~ired fees are attached i§/N~f~es required WATER METER REVIEW 12a. Domestic (potable) Use . Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. F:\BUILDING PLANCHECK CKLST FORM.doc 5 Rev. 7/14/00 D 12b. F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W'. The irrigation service should look like: STA 1 +00 Install 2" se·rvice and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrume·nt such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must prpvide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per h~ad) • Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water 6 Rev. 7/14100 . ·J,lk D D F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future . 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connectin·g to this line to irrigate slopes within the development. For subdivisions, .this should have been identified, and implemented on the improvement plans. ln~talling recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let tne applicant know that we cannot guarantee the refund, and they mu~t deal with the SDCWA for this. 7 Rev. 7/14/00 -LandAmerica Lawyers Title TCS Consulting 806 East Ave Pico, #I PMB321 . San Clemente, CA 92672 Attn: Christine Bryden Your Reference No: SD55XC008 4542 Ruffner Street Suite 200 San Diego, CA 92111 Phone: (800) 735-9779 Our File No: 01111123 -02 Title Officer: Andre Pitchford (apitchford@landam.com) Phone: (858) 505-1417 or 1416 Fax: (858) 279-8914 Property Address: 1675 Faraday Avenue, Carlsbad, California PRELIMINARY REPORT Dated as of August 19, 2003 at 7:30 a.m. In response to the above referenced application for a policy of title insurance, Lawyers Title Company. hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said policy forms. The printed Exceptions and Exclusion from the coverage of said Policy or Policies are set forth in Exhibit B attached. Copies of the Policy forms should be read. They are available from the office which issued this report. This· report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit B of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters. _y,,hich are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land. CLTA Preliminary Report (Rev. 1-1-95) Page 1 of 12 1File No: 01111123 SCHEDULE A The form of policy of title insurance contemplated by this report is: A Preliminary Report Only The estate or interest in the land hereinafter described or referred to covered by this report is: A FEE as to Parcel A; AN EASEMENT more fully described below as to Parcel b Title to said estate or interest at the date hereof is vested in: Stephen Hoffman, a married man, as his sole and separate property The land referred to Herein is situated in the County of San Diego, State of California, and is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Page 2 of 12 Parcel Owner CoOw:ner Site Mail Xfered Price PrXfer PrPrice Land Use BldgUse Zoning Plat Map# Legal Census : :212 1$0 5% 00 : Hofnruut Stephett Trust : 1615 Faraday Ave Catlsbad92008 : 1675 F~day Ave Car1sbadCa9:2008 : 02/17/2005 Doc# : 135376 Deed : GtantDeed PiO,oc# : Vesting : : 741 Ind,F actoty,Light Manufacturing : *unknown Building Use* : 7 lNDUSTRlA~M-ZONE : Carlsbad Tct#85.24 Ut'lit#0.5 : 012815 : CARLSBAD TCT#85-24 UNIT#05 LOT 108 :LOT 107 : Tract : 178.06 Block: 1 I>lslnct Data Elementaty School High School : Carlsbad Unified : Carlsbad Unified :MiraCos~ Com College .tiearooms uruts : l ~ tht'nnm.;i • , f''fllt'AO'i' i::ff'I Fire Park/Rec Water Total Land Struct Other %lmprov Exempt Type TaxArea 04-0.5 Tax MapGrid f.kons Owner Tenant ~ Carlsbad : $1,620,959 : $2,331,888 : $5,289,071 :69 : 09094 : $96,97134 : 1127C1 J..0thcres : 14~ ' ' r nt St1Ft . fi?? l17? ~DD ODD 'fJ DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. cX3 05: "2Z 71 Address j (a 7 s-: v=-AQ,AQA;'.( . Planner Jessica Galloway Phone ('-'-7=6=0)'-'6=0=2=----=-6=02=---=-4=63=-1-=-------------- APN: d-l ~-l30--5d--C)o Type of Project & Use:'ZtJbc/-.Stf f <±L Net Project Density: __ --:---=----- Zoning: C--(V\. General Plan: :'(NW\ :P:::C Facilities Management Zone: ___ 5_,__ ____ _ CFIJ> (in/out) #_Date of participation: ____ Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: ____________________ _, Legend: D Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES Y.,._ NO_ TYPE ~fv\p-\}CY') DATE OF COMPLETION: ------------------------- Comp Ii an c e with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. 15" ~L{ PROJECT NO.C.....V:-v? Dq_0cc. YES ')( NO TYPE _C--_CA __ (} ____ _ DATE z/z/o~ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: _______________________ _ Coastal Zone Assessment/Compliance "-( /(\_ Project site located in Coastal Zone? YES __ ~'-\-/ ~ CA Coastal Commission Authority? YES __ NO __ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES __ NO __ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions~ 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. lnclusionary Housing Fee required: YES NO~ (Effective date of lnclusionary Housing Ordinance-May 21, 1993.) Data Entry Completed? YES __ NO __ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 ' 'i ~DD l\(D D ~DD :glD D ~DD .9l-DD ~DD ~DD Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North a.i:row,7)ropcrty liAGS,-. ..ease111e11ts, existing and propesed structurcsrstremts:;:gr~Jsting street improvements, rig-f:rt..o~ way~ --<width, elimensional setbacks a11d -9*istil 19 topograptllcal lines·(including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44-Neighborhood Architect1:1r,J. Design Guidelines 1. Applicability: YES ____ No_?_~,~ . __ 2. Project complies YES __ NO J;;i,/A:, Zoning: 1. Setbacks: \J,./ rt c-l i A.) t4 LL. .;.e,-t~C(C~ Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown ·I C/'f" ,,.. 2-7 3. Lot Coverage: Required ·30 Shown - 4. Height: Re'quired Shown 5. Parking: Spaces Required O[C Shcfwr</~ {breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments: OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ..y ...A;Z-=-DATE ____ _ H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 ., Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date of Report: 06-23-2005 Name: Address: Permit#: CB052274 KHOSROW SUITE 320 · 4909 MURPHY CANYON RD SAN DIEGO CA 92123 Job Name: SPRINT PCS INSTALL CELL SITE Job Address: 1675 FARADAY AV CBAD Reviewed by: ~ I~ The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Cond: CON0000511 PROVIDE SIGNAGE OF THE PRESENCE OF ENERGIZED EQUIPMENT IN THE VAULT. APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 06/23/2005 By: GLR Action: AP Approved Structural Calculations with Foundation Design For A 27' -6" Light/Antenna Pole Located At: The Iris Group {SD55XC008-B) 1675 Faraday Avenue Carlsbad, CA 92008 San Diego County Prepared for: Sprint PCS Dated: June 11, 2005 Customer: Sprint PCS Project: 27' -6" Light/Antenna Pole Site: The Iris Group (SD55XC008-B) Loading, Codes, and Materials: Design Calculations: Monopole Shaft Stress Check: Anchor Bolt Design: Base Plate Design: Seismic Base Shear Comparision: Drilled Pier Foundation Design: PROFESSIONAL ENGINEER SEAL I hereby certify that this structural design report was prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the state of California. PH: (619) 243-2750; FX: (619) 243-2749 Table of Contents Design Loading Design Criteria Codes and Specifications Materials Wind Pressure Monopole Shaft Wind Loading Antenna/Appurtenance Wind Loading Base Reactions WSC Project No.: Date: Page 1 Page2-3 Page4 Page5 Page6 Page7 Page8-9 05-0159 6/11/05 www.RFTransparent.com Customer: Sprint PCS WSC Project No.: 05-0159 Project: 27' -6" Light/Antenna Pole Site: The Iris Group (SD55XC008-B) Date: 6111105 Page: 1 Design Loading: Antennas: Light Standards: Design Criteria: Wind: Seismic: Ice: Codes and Specifications: Concrete: Steel: Welding: Soils Report By: Materials: Pole Shaft: Baseplate: Shapes: Plates: Tubes: Welds: Anchor Bolts: Rebar: Ph: (619) 243-2750; Fx: (619) 243-2749 Loading, Codes, and Materials (3) -56" H x 8" W Panel Antennas on Flush Mounts, Top of Antennas @ 26' -3" AGL (1) -6" Tall x 24" Wide Box Light@ Top of Pole 80 mph (Fastest Mile) Per EIA/TIA 222-F & 2001 CBC Per 1997 UBC, Section 1630.2, Zone 4 1/2 "Radial Ice@ 75% Wind Pressure ACI 318, Latest Edition AISC/ASD 9th Edition ANSI/AWS D1.1-98 Geotechnical Solutions, Inc. (ProjectSP-2945-01), dated April 13, 2005 ASTM A53 Gr. B ASTMA36 ASTMA36 ASTMA36 ASTM A500 Gr. B E70XX Electrodes ASTM F1554Gr55 ASTM A615 Gr. 60 www.RFTransparentcom ~ '' ' ' ' ' ' .. ' '. . . Customer: Sprint PCS Project: 27' -6" Light/Antenna Pole Site: The Iris Group (SD55XC008-B) Wind Pressure Calculations: Reference: TIA/EIA-222-F, Section 2.3 Pwind = qz*GH = 0.00256*Kz.V2*GH where: Wind Pressure Calculations: WSC Project No.: 05-0159 Date: 6/11 /05 Pa9eNo.: <... h = 27.5 feet (Structure height) No qzGH = 27.7 psf (Minimum Design Wind Pressure at 33 feet AGL) V = 80.0 mph (Basic Wind Speed) Ice qzGH = 27.7 psf (Design Wind Pressure at Top of Pole) qz = 16.4 psf (Velocity Pressure) GH = 1.69 Gust Response Factor -1.00 :;; GH:;; 1.25; 1.69 for Poles 112" Radial qzGH = 20.8 psf (Minimum Design Wind Pressure at 33 feet AGL) K2 = (Z/33)217 Exposure Coeficient at "Z" Elevation (ft)-1.00:;; K2 :;; 2.58 Ice qzGH = 20.8 psf (Design Wind Pressure at Top of Pole) Wind Loading Calculations -Monopole Shaft: No Ice 1/2" Radial Ice ~ -c I!! 'g 'g 'g 'g ca> :§! a> c cm ·----·-c ·--·-.2.f Q) ;;:,, l: ·i; ___ Q) e .2a 3:ig_ 3:: :t: e .2 ~ 3::g_ 3:: l: -...... c. ,= u, c, c:: -'G :s ""' -·-.-. c, :s -a, ·--c, u ·-._a> .-. m .ft -·a,-<i-a> a> u:: 111 u u, .:,:: -!Q ·-a, 111 u a, ..:: .... !Q ·-a, Q) UI v•u, Q) 'I-a, ...... .._ -Q) .._ Cw. u, a.c'lii a> f,: ~ a, :c~ o ,._ a, :{le;:-u, ~ a, a, ~::Jii: 3:iii' :{le;:-u, mU. a, a, G>::Jii: 3:cii' E .c w..::.c a, o • o ._u, a, u, u,E • c. ,_u, a,a, u, "'E, c. g,C .2mU .,S!uU 5,2! GI .C (.) 0.,8: ~ GI m mOO C::Jii: ll.,8: ~.::J:li; m mOO C::Jii: mo o•-.5 o·-.5 ·---._ c. "C ; u. al._ '°-o .2--"C ·-:s al,_ '°:so .2-- .. Q); a,O ...... c.j!:--o ~ E 8 c u cm c-=u. 0 c ts c-cm cu. 0 m u, o a, v, ...... ,_ ·-a, o a, o ...... a, ·-a> u, o G> o --a, >> c u, 0 O :i: t1:m ·-.C •-U, :i= !f: ...... •-.C •-u, <.! o a, u. we ou, ts w ou, o w :E w < ~ ~ ~ ~ Z Op T w H Kz Co-C½. CF.o" CF·½" q2GH Ae qzGHAE q2GHAe"Z Wr qzGH Ae qzGHAE q2GHAe"Z Wr 7.33 iE~t~?ffJ.:~~;~~~1f'i~'ft~r~?:.9 1.00 44.2 44.o o.94 o.95 27.1 5.22 0.14 0.12 0.19 20.8 6.01 0.12 0.62 0.21 ¼-,~;vr,""c••·:.t>•ll!'t!;~ ,1t1Fl!'t};_,,..,..,,--,.7'~4'.j ~:,i:'ftrt,<i.<i'<-Wi; 17.33 t';:;.p,.,,§g§;r,,1,pJ~.£?J/;,Jr£!;JhPJ;/%i1ili 1.00 44.2 44.0 0.94 0.95 27.7 5.22 0.14 2.17 0.19 20.8 6.01 0.12 1.87 0.21 24.92 ~i:5.fil_§g~H'}i0J2&.©;11]! ~~§:iltlf,~0; 1.00 44.2 44.0 0.94 0.95 27. 7 2. 70 0.07 1.69 0.10 20.8 3.10 0.06 1.46 0.11 ~. -... ;::;;:;;r:C.,i"'.! '.n,;,;r·,··,.··,". Ir¥ .. ,,.,· ·-. .:,,. t~~.f-:'L'½-.<{tl•.lli,::,i{,!D J-}~,'°1tj!f;~'-:i, :,M.1\ lhJ!::i:9 ,;, ;,-,,:,; i~I,::: .. 1 ,,,,J<~ /,<~it ::rr;,;i li: ·: ~\::4~\ ;_,:;: ___ ,. :::": i;;:·.'~,, .. ' ,, :;:,,,: ,.,,, ', ,, . ...,..1 ..... , ':.:·-·, :"' ·:.;;,,.;!, Ei ,, .. ,,.,, ',Ji, !:,':, ,: \t.,,!. i':Y.:'.~:~{;;;}:;,.~ 1;1,'t,:· ,._:;.· ~>::=.\\/~ '.:-:·. ! : :, sc/1 t,r. ''?·_.,..:•a·• '.-1'< ~,-,,.: •• ·, ,,,,;, 12,, :: "·,.,,,, .. -.;, ·u _,_.,., >;;;,..,.,:'. r:,::,,,,:\c,;_,,:,_ ":~·" '1::,: ,. C·, "'•-,',,,' ;,..;,,,,; i:',):~.:,!·,,','1?",~: : ·., .. ,. :,: . ,:: !\,:->'" l'·'·.-;i': K'·~,•c:,,~'·:'.~'' .. ·,; :" ',:'\ )':.'·:,· ' ·!·.: ;'•,.x-, ·:,•""' ' ,,,: '? ... ·a; ... ,>.'. ., .. _;;, .. ' ;:;-:, ,.:: Ll.-.: .. tf,I;:,;t:;:.,,,,;: · .. .\.'.;:,:.< .. Top of Pole= 27.50 feet (AGL) Loading Summations: 0.36 4.57 0.48 0.31 3.95 0.54 Overall Pole Height= 25.17 feet Deflection at Top of Pole= 5.03 inches PH: (619)243-2750; FX (619)243-2749 www.RFTransparent.com ~ .· . . . . . . ' .......... . Customer: Sprint PCS Project: 27' -6" Light/Antenna Pote Site: The Iris Group (SD55XC00B-B) Wind Loading Calculations -Antennas and Mounts: C: "' a, a, ('(Sff a, ~ 0 .?;-l: -2 Q) .!:! Q) - ..,_ "'~ :;::, .<:. Description < 0 C) 0 ... ClCN I > ., C: <( ~ ~~ "' :i::":. ·a;z i~ :::i 3:: <h ii:..-w~ 0 _, w~ g w1i 0 g ~ ej if <( 0 mZ "' !!! 15 -I-~ <( 8.76 Noice "'a, !!! .ll :::i .ll . Q) 0 "' .2-0 0 "' ..3-'ci, <~ !~ !i ~~ 3:: .e-s;:: a. .e ,; ==--1~ -""' 0 -'C ro~ I-~ § > 15 I- 10.0 27.7 0.24 5.24 0.08 !!! :::i "' "'c-!!! "' a. .e 'C C: ~ 20.8 WSC Project No.: 05-0159 Date: 6/11/05 Page: 3 1/2" Radial Ice .ll 11 .ll-JU> . "' ~ U) ~ 0. ~~ ~:i: 3:: .e--~ '* rn~ .;J~ :::E ~ ~ 0.21 4.50 0.11 Shear, Moment, and Weight Summations:j 0.24 I I I 5.24 0.08 0.21 4.50 0.11 Wind Loading Calculations -Miscellaneous Appurtenances: Noice 1/2" Radial Ice C: "'a, a, a, a, .. "'a, "' a, !!! .ll !!! .!1 0 .9 :::i . :::i .ll 11-:;::, t ..,o "'0 ..,.!:! e£ eE "' B .2-0 "' j'ci, I ! ti Q) .!:! ,,:-Q) -.<: • 0 e~ 'o-0 "' ..3-U) "'C' ~en . "' Description C: <~ C) 0 <~ .2>£::! if <( 0 ~~ i .9-~~ ~ 0. "' ·a;z :iii ":. 3:: .e-!!! "' "' 0. ~ 32 3:: .e--.s! Q) ..-a. .e a. .e lg w~ :::i ii: -3:: <h ii:..-3:: <h "' ro..--;c -~'* -""' -~ '* mC 0 w$ w g_ !!! ~$ 15 -'C m ~ 'C _, .Cl g <( 1-$ C: > ::;;~ ~ .£ > ::;;~ ~ 0 = ~ 3:: 1.40 1.70 27.7 0.04 0.98 0.04 20.8 0.04 0.89 0.06 tt}~\t~~.!~i~t~~~11~1}!?.~~f1S~:{ffi£1:h:~d:~ Shear, Moment, and Weight Summations:I 0.04 I I I 0.98 0.04 0.04 0.89 0.06 Wind Loading Summary -Base Reactions: Ph: (619)243-2750; FX: (619)243-2749 Design Base Shear, V pole = 0.64 kips Design Base Moment, M pole = 10.9 ft-kips Design Base Weight, WT pole = 0.59 kips www.RFTransparent.com Customer: Sprint PCS WSC Project No.: 05-0159 Project: 27' -6" Light/Antenna Pole Site: The Iris Group (SD55XC008-B) Stress Check -Monopole Shaft at Access Ports Access Port Information: 4.0 in. Number of Ports= 6.0 Port Width= Port Height = Port CL Offset = 12.0 in. (Above Base Plate) Monopole Shaft Section Properties at Access Ports: Pole Diameter= 6.625 in. Distance to Extreme fiber, c = 3.31 in. Wall Thickness = 0.28 in. Yield Stress, Fv = 35.0 ksi Nominal Pipe Section: Reinforced Port: Date: 06/14/05 Page: ,1- Mast Area, ANominal = 5.58 sq. in. Mast Area, ARelnf = 5.87 sq. in. Mom Of Inertia, I Nominal= 28.1 in4 Mom Of Inertia, IReinf = 30.0 in4 Combined Stress Check: (Based on Minimum Values Above) Design Moment, M Base = Monopole Weight, Wt Base = 10.9 ft-kips fs =Mease* C / IMin + Wtaasel AMin = 15.5 ksi 0.59 kips Fb = (4/s) * 0.66 * Fy = 30.8 ksi (OK) USE: (3) -2 1/2" x 5" Unreinforced Coax Ports@ 120° Separation, C.L. 's@ 21' -10" AGL USE: (1) -TS 4 x 6 x 318 x 2" Long A500 Gr B Reinforced Access Port, C.L. @ 12" Above Base Plate USE: 6 5/8" OD x 0.28" wall, A53 Gr B Monopole Shaft Ph: (619)243-2750; Fx: (619)243-2749 www.RFTransparent.com Customer: Sprint PCS Project: 27' -6" Light/Antenna Pole Site: The Iris Group (SD55XC00B-B) Anchor Bolt Design Base Reactions from wind loading: Anchor Bolt Design: Mpole = Vpale = Wtpale = 10.9 ft-kips 0.64 kips 0.59 kips Reference: AISC Engineering Journal, 2nd Qtr., 1983, p. 58. No. of Anchor Bolts, n = 4 Anchor Bolt Diameter, DAB= 1.00 in. A.B. Tensile Stress Area, At= Anchor Bolt Circle, D6c = 10.0 in. Minimum AB Circle = Anchor Bolt Length, LAB = 60.0 in. Anchor Bolt Yield, F y_AB = Minimum Anchor Bolt Projection = Maximum Tensile Force per bolt, T max= 4 * Mp01e / (n * D6.c.) = Maximum Shear Force per bolt, V AB_Max = V Pale / n = Allowable Anchor Bolt Tensile Stress, Tallow= 413 * 0.55 * Fy_AB = Actual Anchor Bolt Tensile Stress = [T max + ( 1.85 * V AB_MaxU I At= USE: (4) -1" 0 x 60" Long ASTM F1554 Gr. 55 Anchor Bolts on a 10" 0 B.C. TOP OF FOOTING t 1/2"¢ DRAIN HOLE ANCHOR BOLT HEAVY HEX NUT LOCKWASHER A.B. PROJ. -L-,Jt;;~~:;::t::;~~~====FIJ\TWASHER BASE PIJ\TE FIJ\TWASHER EAVY HEX NUT 2" FOR 1"¢ & 3" FOR A.B.'S > THAN 1 "0 Ph: {619)243-2750; Fx: (619)243-2749 13.1 0.16 41.5 22.1 WSC Project No.: 05-0159 06/11/05 0.61 9.50 55.0 5.00 kips kips ksi ksi (OK) Nuts-Typ. ea. side of Bearing Plate in2 in. ksi in. Date: Page: s Hvy. Hex Nut w/ L.W. & F.W. Leveling Nuts A.B. Bearing Plate www.RFTransparenlcom Customer: Sprint PCS Project: 27' -6" Light/Antenna Pole Site: The Iris Group (SD55XC008-B) Base Plate Design Base Reactions from wind loading: Base Moment, Mpole = 10.9 ft-kips Base Shear, Vpole = 0.64 kips Base Weight, WtpO10 = 0.59 kips Base Plate Design: WSC Project No.: 05-0159 Date: 06/11/05 Page No.: (,,, DPole Base Plate Width, W8p = 11.0 in. Min. Base Plate Width, W8P_min = 10.6 in. Base Plate Yield Strength, Fy_BP = 36.0 ksi Allowable bending stress, Fb_BP = 36.0 ksi Pole Diameter, Dpate = 6.63 in. Anchor Bolt Circle, Ds.c. = 10.0 in. Assume failure across x'-x', model as a fixed-end cantilevered beam. b = section length of x'-x' = 8.93 in. a = (Ds.c. -DPote)/2 = 1.69 in. Maximum Tensile Force per bolt, T max= 13.1 kips Maximum Moment in Plate, MPtate = T max * a = 22.1 in.-kips Min. Base Plate Thickness, tm,n = (6*MP1atefb*Fb)½ = 0.64 Use: 11 inch Square x 1 inch Thick ASTM A36 Base Plate Base Plate-to-Pipe Leg weld Design: Minimum weld size per ANSI/AWS d1 .1, Table 5.8, Low-Hydrogen process = Upper Weld Size, Wt= 0.188 in. /eld Tensile Strength, Fwetd = Lower Weld Size, wb = 0.188 in. Allowable Weld Stress, Fw = Distance to Centroid of Upper Weld, Ltw = Dp01J2 + wJ3 = Distance to Centroid of Lower Weld, Lbw= DpO1J2 -wt!3 = Section Modulus of Upper Weld, Stw = 0.707 *Wt* 1t * Ltw2 = Section Modulus of Lower Weld, S1w = 0.707 * wb * 7t *Lb/= 3.38 inches 3.25 inches 4.74 in.3 4.40 in.3 in Max. Weld Stress, fw = Mp01JSw = 14.3 ksi {OK) 3/16 70.0 28.0 Use: 3/16" Fillet Weld at top, 3/16" Fillet Weld at bottom, E70XX Electrodes Ph: (619) 243-2750; Fx: (619) 243-2749 Section A-A inch ksi (E70XX) ksi www.RFransparent.com ·~··· . . . . ' . Customer: Sprint PCS .. ' .. -' .. : . _ .. Project: 27' -6" Light/Antenna Pole Site: The Iris Group (SD55XC008-B) .. ... - Seismic Base Shear Calculations Base Reactions from Wind Loading: Mpole = Ypole = Wtpole = Seismic Parameters : 10.9 ft-kips 0.64 kips 0.59 kips Per UBC-97, Section 1630 Vwinct -a----- -vs- Also reference report by: Geotechnical Solutions, Inc. (Project SP-2945-01 ), dated April 13, 2005 Seismic Zone = 4 Na= 1.0 Ca= 0.44 Z= 0.40 Nv = 1.0 Cv = 0.64 Soil Profile Type = So Seismic Source Type = B Seismic Shear Factors: I= 1.0 h0 = 27.5 feet R= 2.2 T = 0.24 seconds Ct= 0.020 Per UBC equation 30-4: WSC Project No.: Date: Page: F I Vseismic 05-0159 06/11/05 "'Pf- Yselsmlc= C/l*Wtpole / (R*T) = 0,71 kips > Vpole (Seismic Base Shear Governs) Per UBC equation 30-5: Above calculated Base Shear need not exceed: 2.5*Ca *l*Wtpole / R = 0.29 kips < Vpole (Base Shear from Wind) Per UBC equation 30-7: For Seismic Zone 4, the calculated Base Shear shall not be less than: 1.6*Z*Nv*l*Wt_Pole/R = 0.17 kips < Vpole (Base Shear from Wind) Design Base Shear= 0.64 kips Design Base Shear is governed by Wind Loading Ph: (619) 243-2750; Fx: (619) 243-2749 www.RFTransparent.com Customer: Sprint PCS Project: 27.5 ft. Light/Antenna Pole Site: The Iris Group (SD55XC00B-B) Drilled Pier Foundation Design Design Basis: 1. Foundation design based on lateral soil resistance. 2. Soils investigation report performed by: Geotechnical Solutions, Inc. (Project SP-2945-01), dated April 13, 2005 Monopole Base Reactions: Mpale = Overturning Moment: 10.9 ft-kips Vpale = Base Shear: 0.64 kips Wtpale = Base Wt.: 0.59 kips Drilled Pier Characteristics: Preliminary Diameter: D1empl = OD of AB Template = Sb = Minimum AB and Rebar Separation = Concrete Cover = Ccaver = Dp_min = Dtempl + 2*(Sb + db + dues + Ccaver)= Use DP = Pier Diameter = Preliminary Length/Depth: Pp1, Allowable Soil Passive Pressure= Ch= Pier Projection AGL= dnegl = Neglected soil depth = Trial Pier Depth = d1 = Lateral Resisting Forces: F1 = ½ * Pp1 * (d1· d0e9r)2 *DP= F2 = Pp1 * d1 * (Lµ·d1-dneg1) * Dp = Fs = ½ * Pp1 * (Lµ-d1"dnegr)2 *DP= Total Force = Sum of opposing lateral forces = Moments about Inflection Point d 1 : Resisting Moment due to Passive Pressure: RM1 = F1 * d/3·= RM2 = F2 * ½*(Lp -d1 -d0e91} = RMs = Fs * 2/s *(Lp -d1 • dnea1) = Sum of Resisting Moments = Use: Lp = Below Grade Pier Length = T + 619.243.2750; F + 619.243.2749 11.6 2.25 4.0 26.6 36.0 350 2.33 1.0 10.0 6.89 18.2 15.3 2.34 35.8 0.03 41.8 16.1 3.29 61.2 10.0 in. in. in. in. in. psf/ft ft. ft ft. ft. kips kips kips kips kips ft.-kips ft.-kips ft.-kips ft.-kips -(OK) ft. Lp dnegl d1 Lp (Lp -d1 -d,eg1) WSC Project No.: 05-0159 Date: 06/14/05 Page No.: 2;, ~Mpole f lwtp~le -----Vpole ~ ! - ~ I .. Op .I Point of Inflection www.RFTransparent.com Reinforcement: Vertical Bars: Customer: Sprint PCS Project: 27.5 ft. Light/Antenna Pole Site: The Iris Group (SD55XC00B-B) fy= · 60 ksi fc = 4.0 ksi Vertical Bar Size = 6 Qty of Vertical Bars = 8 db= Diameter of Bar= 0.75 in. Asm1n = 4*Mu1t / 0*f/N*Dp = 0.0757 sq. in. Pprov = As I (n/4 * D/) = 0.0035 (OK) As_prov = 3.53 in2 Pmin = 200/fy = 0.0033 Vertical Bar Development Length: Ldb = 0.04*db*f/~fc = 28.5 in. Ldb_prov'd = 38.7 in (OK) Determine Maximum Moment in Pier: Max. Moment occurs at Yo = 2.11 ft. (bgl) Mull= 1.7*[Mpole + Vpo1/(Ch+dneg1+Yo)J = 24.5 ft.-kips Satisfy: Mu11S0Mn = 577 ft.-kips (OK) Horizontal Ties: Factored Sflear, Vu= 1.7 * Vpole = 1.10 kips Nominal Shear Capacity, 0V5 = 0*n*A/fy = 571 kips-(OK) Diameter of Shear Ties, Due = 28"0 Vertical Bars: 8 -#6 x 142 in Long A615 Gr. 60 Deformed Bars Spaced evenly (approx. 10.3" o.c.) within Circular Ties Horizontal Ties: 15 -#4 Circular Ties , 28 in. Diameter, with 24 in. lap dnegl d1 Lp (4-,,1 ,d.,,,1) WSC Project No.: 05-0159 Date: 06/14/05 Page No.: q M Point of Inflection ( )RM Spaced at 6" o.c. over length of Anchor Bolts and 12" o.c. in remainder of pier Volume of Concrete: 3.23 Cubic Yards Lcib D T + 619.243.2750; F + 619.243.2749 www.RFTransparent.com I .. ,.--------.--------------------------r,----------0 Oldcastle Precast, Inc. UTILITY VAULT Page: I ot: IL P.O. Box 610 Chandler, Arizona 85244-0610 Phone: (480) 963-2678 Fax: (480) 899-1937 By: Project: Date: Product: Checked: Client: Date: ·-· ··---·---' ---, _____ -----.... ----· . ' ' ' ' . . --. -----... -------·--· ... ----. -___ i__;___ -----·.. . -----------------------· ------· ..•.• ----·· ---------------,-----·------------------·--·-··-IR·-------····--------------·---·-·---·----·-·'·-· _____ ....... ---- · ------------·-------------Mail~ 0~--IOtl:-6-:Hl---------------·--·-------- -~ :I ··ON-Ti-0L£~--~»:·E*"'~ij--_· ~M-~~:i·-!\lfk--'ii~i-ij~-(~E-_ -:jf :· l ,.__ ______________________ _ I ., i ! ......... -. . ----·-. -· -... -· . . ··-·------....... -------.... ··-· -·· .. ···-·-·"'··· -' ., ---... _____ , -.. ·;--·-···-·-... ,. ,·-··-:-·---------------1-----------------------· - .. ---.... -··-·--·-·----· -· --···· ·-·------------·-__ ,.. __ ---r-· ·-:. ; . l,_ -----·-· "!" --•.. ----.---------------------------------------- .. --·------·-------.. -. 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Box 610 Chandler, Arizona Project: Vr;.-51 &;--t Product: /0 'll/ Client: 6TAN() 0 Oldcastle Precast, Inc. Page: ""2-, of: I 7-. 85244-0610 Phone: (480) 963-2678 Fax: (480} 899-1937 By: {l-11-l L--C-v'l-AT I NS Date: 7-22-o'- /06 CGrt-_,, f.l Checked: 't. 0 ?t12.tJ{>t,.,'C 7 Date: 1-1,>{-DL .. ---------r---·--" ·-·------. - ··----·---------- ;;; --1· ---·---------· -···----·---··--.;;;.. -~::l-'-6=1-~.i......i.....:..J..1=...l.-~al-a~..:.a~~d-~+-'--l--1---··---------------- ---·--./2-IT.. -___ ·---------·-·--_-·---------- ----~-1-------'----------- +----~---!------~ ,--, ---~-------+---I- _: __ ----! +~----------'--------~--"-·------------------------l---~-..;.... _ _,__ ---:--- ---'----1---------------...:...~-------'------. 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', i :, ; > _ • • _ ••• ___ ,:_ ., i . : I .,:, :, -'---....--i--~ .. -0 -~-~ • :--lH-;--.. ·--~ : ;----·-·--'. -;.... ___ _, ______ : -. r ----+---~--~.....;~-~---1 __ ... ___ ~ -.-~-~--;...: -------1---·------~----1--,.-----~-~ ,.__ __________ _, ___________ . ---L---1----------------- _,_ ___ ;--J--.-..!---,-' -,---·----------·--'"--, --. ______ , -----.----. -L: --__ ._+---· -------. _,___ __ -'----- i-,-1--.;....--'---------------· -·-------,------1-----,-------···-:--- . ---1------_,__··--..--~--,-; __ . --1---~----'.-· ---: -~--· ----· ,---~----~~----------------------:-1-1-------i----- ------·---·--·------,----·------' ' : -----------· -----, .. ·-.---------·--r---. -·---,--.--- ---..--, ---------'-----------------------·-·--1-------. --------------·--. -------------------1 ·-e~--... , •••·-----··--------·------· _, -----1---·------·-· -.l ...• - -----~-·-- ·---·•·• --··· ••-••• --1 -· -·---.----,.. -••----·--· --\----------·-·-------··'--'-•-· • ---··-~ -•---·. --• __ ._ •••••• 1--.--r•-,-··-:-----, -- .... -, -·' -,___,_ .. · r--·· _...___ __ ------' -·--·-·-·-_ ..... _ --r----· --·----- -------. ··------:----------. '-·--·--L-------· ' ,-----L----------..-, -·--•-. ,--•·-____ ,___., _________ ,--1----,-----v•·---I---•-----' -' ' ·-------·-· --------·---I----:-~ -------~----- ' . . ; . . ---: --:---.---· -, ---.-----'.-----------. -· ------------. ------------·--· . --·----·---------··------ PLANT LOCATIONS: Chandler, AZ • Auburn, WA • Wilsonville, OR • Pleasanton, CA • Fontana, CA UTILITY VAULT 0 Oldcastle Precast, Inc. Page: l/ of: /7_ P.O. Box 610 Chandler, Arizona 85244-061 0 Phone: (480) 963-2678 Fax: (480) 899-1937 By: M1 !-I Project: L C..VL-A '1 I O l'( Date: ;-2 -z,_ OL Product: Checked: Client: Date: . -I_ _-.. .. -. -·. ···Pr71)1·c,-z:::-· -·. ·-:"~"<r,r_:.-,;--,,-··--, r,. ',f./1.<_;1,.p,rr. ----·-·---. ·'--,--·--··-· ·--·-· -,---- . ' ! . 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' -. ! : ' PLANT LOCATIONS: Chandler, AZ • Auburn, WA • Wilsonville, OR • Pleasanton, CA • Fontana, CA UTILITY VAULT 0 Oldcastle Precast, Inc. Page: 0 of: · z P.O. Box 610 Chandler, Arizona 85244-0610 Phone: (480) 963-2678 Fax: (480) 899-1937 By: /IU /--I Product: X ! / /) {; CbrVI H 1----~-=-=---'--'<=,>---:<-L Checked: & Client: Date: r-:J.-~ z,i.,t ....-o '-- ··Bi-1'>E-·-st· --13------t>·~·-·rr_;-r ---· ····--------------·--------------------------------·---·-··· · ·· ···:~~~ ._~~p ~-I~:~~--~ ~~~~;~~~t~~;~~-; :~t;;;/ ;~->~,~: ,p- :ft/ l:: .. (!(F _____ Qzr;_ · :il: /.?,,_=-~---~ -~: / . _ . .((_t1_:·· 0.::f __ ~.f:_ ~-----:;;_:· _'!f~-:j_)_) _ ':= .. ~~_t(?___; 33_7._ __ p_!S_-t:J>._7~ . _. _ . . ~-: --~ (cbm r:r-_w/_-c_tJPtr)=~r=~'ts ·· j_y Z -~~ :--~~-~----=-~:~==:-==-~=-~-·-=--~==-~--.-·::_-=::::-·:= __ ·_=.. __ =.·=--~--~-:~ :=._:·--=: -~ __ Wt ;; ~:-::::,~v::;;: 15:Ji]fLz_t:-~,-7:.~ ~~2z---~-y:lc~f •f2E.'F.5J2.'f-:: --~f:. ~~ ~~1--~ _ J_-~ : _:~. 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' . : PLANT LOCATIONS: Chandler, AZ • Auburn, WA • Wilsonville, OR • Pleasanton, CA • Fontana, CA UTILITY VAULT 0 Oldcastle Precast, Inc. Page: b of: 17 P.O. Box 610 Chandler, Arizona 85244-0610 Phone: (480) 963-2678 Fax: (480) 899-1937 By: ;1,,; II Project: T)c=;<::,t ra f'( (A./...... UJU Tl OIV~ Date: /-z 7 -0 2 /0 -z l( (/t,) ~ )/.)~ CF.....-'j/Vl 1 _J_ Checked: £ I-----------'--+-,' Client: '$ TA/'fPA/P 1") Pl'Z..{)OVC T Date: '1--· z.....i ~o 1... Product: ... 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Page: 1 of: 11. P.O. Box 610 Chandler, Arizona 85244-0610 Phone: (480) 963-2678 Fax: (480) 899-1937 By: j///{ fl Project: Uc.r le If fAt ,-r /L.-+ Tl nA(S Date: 7-Z 5. 0 l--LI Product: / () 2 y (/fl) )( /-f? & C,.15pr; f I Checked: /~ 12. -------/f) -, Client: :;> 7 .,-rt'fr)-4--'R ;:> ;y/Z(? 0 V e7· Date: i'.,, 1., r5", D l--- fl~ i_c ---: ~Ed-:;i ==~vtz9& ee 1ici:J :_:=-~-~=. :_~~:~ ~ :: : ~ •-· : : : _:_.-. _ _ __ _ _ _ _ =tU,;,_,~: •" ~-~ • (t ~ .-~ _ =~~ ~ E't ]_=~ : ~ ~"-:2~ -~·-it~-J~ i~1~ -: iijizi<i6:i'i -·-. ·--· ·---·-·· ··i ·--·-----···----· ----.. --·--·-·--··· ·7·-·---·----··-·· ·-·--....... __ , ·-·------·· ·-----·-·-----....... . ·FIA i""1J!J.·J'f_~:-~. ~7._7--~~~-~---=~~~~-~.:;::------=-_"7-_:(J--:-~----~>=·-=~~=:=~~-:~ ~--~--e~ti~-· :-· -~~;;;~;-=:·:e.t:;~~-:J:~~~~:;·~~z=j~~i~)~ 1 ' . ~ ·-. -·--·-··· ·-·--·--------·-· -----········ ---------~------------" ··----·--------····· ---·----------------·· --:----·-·-· ----·----· -------------·----......... __________ ---·· ----· -----·--··-------·-----_,_ ----· ---·,-··-----·--------------··------··-----------·---~-----·-··-· --· -·-· ----,_ -- lf-.t:A.1·0.---r7r-·····z?1 ----·-V.f-77.<r r0--r? 7--------.#i£:ro-1z-·---------··--·· ----·----------------~--·--··---· --· ------·· ----· ---- -_ -if:½_:=i~~~~~rff: ·; :ii1$-~-fi ii~ f i:~-~-ii~ :02 ;i;Y}~~=~~i:-~ ~;1~~~~i;_:~:=--~-~=-fu~~t:?~~ --~----~~ --· ·-------------···--__ , ____ : -----·-----------···-····-------------------··-------·-·-·-··· +·· ---·-----· .. --. ·-·--· ~--· ·------· ----··-··-·· ·-·---... --... -············-·····-·· --·-··--····----·--··---+-·---· .. ··----- . ·-_= ·_ -~:-~-_ ~-_-: _-: ~~~:-.~_::~~:::~:~~~~~~~~-~ :,~~;_~~ -i~~~~~~I~ ~~ ~--~ •-•-~ ~ / 7f-· / .... ------··· _____ ·_ ···----·-1-··· ______ .::.1,-.. ____ · ·---'-IE------·---------···-------.f!,,, --__ ... ___ .. ----··- ··-. ----.. ~ ---------------~------. ·---· --~-----------···--· .. -------. --- ·--------!"\ 1t2~''1~_ -_-_-_--+ ___ -_-_-__ -_-_-__ -__ -_ -___ -_-_~_--.....,_se-=-~ ----- --------____ -----__ ----__ --_ --________ i,-_______ -------=-:--~ ----_----:-----------r~~-------_-.;,------~-----------------_--_ - ~5'@-f/;.~~-.. 7~ · _____ · .. ____ -.. --· ____ ··· -. ~--,c~:---_--··---·=t----... -. ···-·=t···-·:--·:· ·--~--~~------------·--·---·_ ~----·------------. __ ':_,_ M . ~-··-1::1z-~----~--,---~----,---~~+J ff ----,---~---_:::_:·_-_·:--::-·:-__ :~+[~~~--=~---,-~~ --_ ~-----~~--_ --· .\. ·--~--~¥)-lo 71··.--c~ ------ -· ·-·---------"~~---,·-·::: · ---·:-----------------·--;'. \ r 1[ 11 t[!iJ,r. 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I : -~-:=--:_L_j-. l~~:=::-~~J-· l 1--:--;I 1 1 : :-J-: ; __ -: ·; !_~l ! · i l 1 ~ : ! 1 1 !_ ; _J_Jt.~-~-J-4~--- '. , ,i /'j _.;.-1 ; : 1 :7 ,..;---, l 1 /l "'i '\ i : 1 ')! !rt I I ~ ;7; , ! i I , j ,.J r !_ l-1 ·j-;:i,i ~ rr : 1 1 i i : • • : L_~J_.f.i'.<.-i' j i j +f'"" : 1 <--Y i i II qv Y ! J__.,i'.2j:J.....l I l:t1 f;>-j U::-1 ~TTJ_ ! I N ! VI i i r 1 ~-1.--r--i ,__:. __ ~---l--+-i---- i ! i i; 17 ; ' ,--: i : ; i I . ! I I . I "1 ·i i I I i i ! i ~ : l ! i ! PLANT LOCATIONS: Chandler, AZ • Auburn, WA • Wilsonville, OR • Pleasanton, CA • Fontana, CA UTILITY VAULT 0 Oldcastle Precast, Inc. Page: ' . I ' of: /2 ,. P.O. Box 610 Chandler, Arizona 85244-0610 Phone: (480) 963-2678 Fax: (480) 899-1937 By: U1 /.I Project: U;::,t&N Date: i~7-02 Product: pz,{{1b Cf¼,z,, H Checked: s i~ 11/ Ol,.. PLANT LOCATIONS: Chandler, AZ. • Auburn, WA • Wilsonville, OR• Pleasanton, CA • Fontana, CA !' • ' ~' UTILITY VAULT 0 ~ldcastle Precast, Inc. P.O. 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'. :+ ~ : ~' 4m ' : " ! i r-:-; i I i I: 1 i ! 1 1 . , \ 1 \ i : i I i i l ! I ; I ! i i i i I ! ! ! l i ' : ; 1 • ! '. : i · · : ; • i I i I l I I i i ! ! I l 1 i ; I I ~~~~~ i ii__htlk. i, :.ifl. ;+~.t .. JW. +-~. ~-'~- ! ' j,;•\'i ,,::·I• i I ;,_j i,!Jil~~l11• ji -j : : ;t--t-f--+ .. 1·-1:~: . : . , , ; • . . . -. i , i r--, -,-1 • . --r--: ! : l , • ==--~~:~+-,,~~=;±~=_; ! ' ~~+TT' : t~-- 1 : : , : , , i • r . , • • . i J • I • ' ! ! .. _; __ ~-----·--,....__,-~-H ; ;-~-.L-j ; 1-.---:-. !__ :-+:--:~-+: ·\--,· ,~-·: ; i~--~ ;--+-+-+-,--i--t-i-~ PLANT LOCATIONS: Chandler, AZ • Auburn, WA • Wilsonville, OR • Pleasanton, CA • Fontana, CA ... ; ~ = '" ,~11111 ' -111:e:"=m .,,. ZZ:.!12 , '~'.";/'''"' '""";l:'.;2'."·~::~e ;','_' L::',':,_~.;;;;_,,.,,,.;:,.,~.,-e,.,_, ""'" <= n.,. "•= "" • "J.· ,,a: t -~ - &M¼'H.-¼¼¼W/4 &~ Sprint PCS STRUCTURAL DETAILS & FOUNDATION. INSTALLATION FOR: (2) 27'-6" ANTENNA/LIGHT POLES LOCATED AT: THE IRIS GROUP (SD55XC008B) 1675 FARADAY AVE. CARLSBAD, CA 92008 SAN DIEGO COUNTY SOLAR COMMUNICATIONS INTERNATIONAL, INC. 8885 RIO SAN DIEGO DR. Suite 207, San Diego, CA 92108 Tel: (619) 243-2750; Fax: (619) 243-2749 ,nnr.RFl'ransparent.com THESE DRAWINCS ME PROPRIETARY At-0 nt! SOLE PROPERlY Of SCI. N!. TH£ ORAWINCS ALONC WttH Nff ATTACHED ElCHlSITS, CAI.O.llA'llONS. Oft NOTATIONS W.Y NOT B£ ~. l..ON,E), Oft 0ISTR!8lITEO BY Nff ME,l,NS wmwT THE WRITmt CONSENT OF SCI. INC, plPROJECT (2) 27' -6" LIGHT POLESI LOCATION------------, [ SHEET TITLE TITLE SHEET [ wsc PROJECT NUMBER 05-0159 27' -6" AGL ~ TOP OF ANTENNAS r 26' -3" AGL 6%" OD X .28W A53 GR. B PIPE SHAFT ACCESS PORT 3' -7" AGL TOP OF FOUNDATION 2' -4" AGL FINAL GRADE O' -O" SEE PAGE S-2 FOR DRILLED PIER DETAILS ELEVATION VIEW SPRINT PCS PANEL ANTENNA -TYP '2½."W X 5"H UNREINFORCED ACCESS PORTS W/ COVERS (3 @ 120') 4"W X 6"H REINFORCED ACCESS PORT W/ COVER ½"¢ -TYP 2 PLACES t 2%" ~ C.L. LIGHT FIXTURE Ii ;:;;$ . f 27' -3" AGL : +1 6%" OD x .28W A53 GR. B PIPE SHAFT N "( SPRINT PCS PANEL ANTENNA -TYP ;11,,\,-, SECTOR A AZIMUTH 80' -- LIGHT ATTACHMENT DETAIL I s~~~ I 2 IANTENNAAZIMUTH (POLE 1) SCALE: NONE 3 AZIMUTH 340" SECTOR C \ SECTOR B AZIMUTH 230' SPRINT PCS PANEL ANTENNAS ( 1) PER SECTOR (2) TOTAL NI TYP) .Ja K. 6) r 4"~. 71¾" IJ~""==4-c~J I =tr. I ---+--- I I ANTENNA AZIMUTH (POLE 2) I s~~~: I 4 I ACCESS PbRT@ 3'•711 AGL I SCALE: I 5 NONE 11" A 7)fo" ½ SECTION A-A (4) 1½,"¢ HOLES FOR 1 "¢ x 60" LONG A.B.'S ON A 1 O" B.C. A COVER PLATE SIDE FORMED BRACKET PLACE FORMED BRACKET ON BACKSIDE OF HANDHOLE, HOLD WITH ONE HAND WHILE PLACING COVER AT 45' ANGLE & INSTALLING TOP BOLT. SCALE: NONE 1 IBASE PLATE DETAIL SCALE: NONE 6 I PORT COVER INSTALLATION SCALE: 7 NONE 1) CONTRACTOR SHALL FIELD VERIFY SITE OR LAYOUT RESTRICTIONS, SITE CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF SCI, INC. PRIOR TO BEGINNING PROJECT. ALL WORK SHALL BE PERFORMED USING ACCEPTED CONSTRUCTION PRACTICES. 2) NO FIELD MODIFICATIONS MAY BE MADE TO MONOPOLE WITHOUT THE EXPRESS WRITTEN CONSENT FROM THE ENGINEER OF RECORD. SCI, INC. AND ENGINEl;:R OF RECORD ASSUME NO RESPONSIBILITY FOR THE STRUCTURE IF ALTERATIONS AND/OR ADDITIONS ARE MADE TO THE DESIGN AS SHOWN IN THESE DRAWINGS. 3) THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH ALL LOCAL CODES, REGULATIONS, AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. 4) THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK TO THE BEST OF HIS/HER ABILITY AND SKILL. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, AND SEQUENCES, AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5) THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS, OR OTHER SUPPORTS FOR ALL ITEMS REQUIRING SAME, WHETHER SHOWN OR NOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, FORMWORK, ETC., AND SHALL CONFORM TO ALL NATIONAL, STATE, AND LOCAL ORDINANCES AND CODES, IN ORDER TO SAFELY EXECUTE ALL STAGES OF WORK TO COMPLETE THIS PROJECT. 6) IT IS THE INTENT OF THESE DRAWINGS TO SHOW THE COMPLRED INSTALLATION OF THE STRUCTURE SHOWN. 7) CONTRACTOR ASSUMES RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. THIS REQUIREMENT APPLIES CONTINUOUSLY, AND IS NOT LIMITED TO NORMAL WORKING HOURS. 8) CONTRACTOR TO HOLD ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 9) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUCTION WITH THE EXECUTION OF WORK ON THIS PROJECT. GENERAL NOTES: DESIGN DESIGN NOTES AND MATERIAL REQUIREMENTS: 1) THE DESIGN CRITERIA FOR THIS STRUCTURE IS AS FOLLOWS: A) STANDARDS AND DESIGN CODES: INDUSTRY STANDARD: TIA/EIA 222 REV. F, 2001 CBC STEEL MANUAL: AISC 9TH EDITION CONCRETE CODE: ACI 318-02 WELDING CODE: AWS D1. 1 B) DESIGN WIND: WIND: 80 MPH BWS (FASTEST MILE) ICE: ½" RADIAL (@ 75% WIND LOAD) SOIL: PER REPORT BY: GEOTECHNICAL SOLUTIONS, INC. (PROJ. #SP-2945-01), DATED APRIL 13, 2005. C) ANTENNA LOADING: 3 -56"H x 8"W PANEL ANTENNAS FLUSH MOUNTED, TOP OF ANTENNAS @ 26'-3" AGL 1 -6"H x 24"W BOX LIGHT MOUNTED @ TOP OF POLE D) MAXIMUM BASE REACTIONS: OVERTURNING MOMENT = 10.9 FT -KIPS BASE SHEAR = 0.64 KIPS BASE WEIGHT = 0.59 KIPS 2) GENERAL STRUCTURAL NOTES: A) ALL MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS: SHAPES/PLATES: ASTM A36 POLE SHAFT: ASTM A53 GR. B TUBES: ASTM A500 GR. B ANCHOR BOLTS: ASTM F1554 GR. 55 KSI HARDWARE: ASTM A325 CONCRETE: f'c = 4,000 PSI (MINIMUM) B) ALL WELDING TO BE PERFORMED BY WELDERS CERTIFIED IN ACCORDANCE WITH AWS D1 .1. FIELD WELDING IS PROHIBITED. C) ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 123. D) ALL STRUCTURAL BOLTS SHALL BE TIGHTENED TO SNUG-TIGHT AS DEFINED BY AISC 9TH ED., PG. 5-273 SOLAR COMMUNICATIONS INTERNATIONAL, INC. 8885 RIO SAN DIEGO DR. Suite 207, San Diego, CA 92108 ,,~.~~.,,:, Tel: (619) 243-2750; Fax: {619) 243-2749 ,nnr .RFTransparent.com 1HESt DAAWINCS ARE PROPRIETARY AND lHE S0lE PROPERTY Of" SCI. INC. lHE DAAWIHCS Al.ONO wrTii mt ATTACHm EXHIBITS. CALCULATIONS. OR NOTATIONS MA,'( NOT BE: REPROOUC£D, l.CW-1£D, Oft D5TRl8U1m Err Ntf M[mS YmH0UT Tl£ WRITTDI CONSOIT Cf" SCI. K. CLIENT-------------. • Sprint • Sprint PCS 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO, CA 92108 §PR~;: _6" LIGHT POLES! LOCATIONI---------, THE IRIS GROUP (SD55XC008B} 1675 FAfW)AY AVENUE CARLSBAD, CA 92008 SAN DIEGO COUNTY IISSUEO FOR INSTALL OR PERMIT W'N BY-CK'D BY---DATE ENGINEER SEAL.--------~ SHEET TITLE------, ELEVATION VIEW & STRUCTURAL DETAILS [ wsc PROJECT NUMBER 05-0159 [ DRAWING NUMBER PD-000509 [ PAGE NUMBER S-1 -, ' -~ -.......-r----·--~, ~~~~rr.:E·ro~~~~t··,,·_~~:~~~-;.:;.·,' .l ~!s-_ '" -~~:-~~~=,:z ,,_ '~t-"\;;~_ ~~'~,~t~~ti~' .:.*'~iSNrA~~i. ,,, :: .. ~~~~~ 5" A.B. r NUT, LO'CKWI-SHEl't • . .;.,:,•, ,,(~ "J-j'I' 3' ( 1) RUN 1.05" OD & (1) RUN 4½" OD PVC CONDUIT (AS REQUIRED) A.B. TEMPLATE FOUNDATION PLAN VIEW SCALE: NONE 5" A.B. [ PROJ. I, ANCHOR BOLTS (INSTALL WITH LONGER THREAD UP) TOP A.B. TEMPLATE (REMOVE PRIOR TO INSTALLING POLE) L1 TOP OF FOUNDATION A.B. TEMPLATE W/ HVY HEX NUTS (WASHERS NOT REQUIRED) 2'-4" 10' 1 PROJ _3• HOLD / ,.,,,,.-FLATWASHER 55" UNDISTURBED~ \ SOIL VERTICAL BARS EVENLY SPACED WITHIN HORIZONTAL TIES lYP HORIZONTAL TIES lYP ~ • 1" CHAMFER 1 1 ALL AROUND t AS REQUIRED II II '~II I I )_l (1) RUN 1.05" OD & (1) RUN 4½" OD PVC CONDUIT (AS REQUIRED) POLE SHAFT ! 5" A.B. UNDISTURBED~ \ SOIL ANCHOR BOLT PROJ. )1T'T\'. t 1 • . • .. -~ BASE PLATE TOP OF FOOTING 1 2" 1/2"¢ DRAIN HOLE PROVIDED BY CONTRACTOR * NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI @ 28 DAYS. BASE PLATE Sf;IALL NOT BE GROUTED UNTIL AFTER THE STRUCTURE HAS BEEN INSTALLED AND PLUMBED. l ANCHOR BOLT ASS EMBLY I s~:~= I 2 !DRILLED PIER ELEVATION VIEW BASE GROUTING DETAIL I SCALE: I 4 NONE VERTICAL BARS (1) RUN 1.05" OD PV(oi~~~~~)-1 c--H! !rr-L:v:=:1 .! ! 'J (1) RUN 4½" OD PVC CONDUIT · (AS REQUIRED) NOTE: VERTICAL BARS CIRCULAR TIES SEE REINFORCEMENT SUMMARY FOR SIZE, QUANTllY AND LOCATION OF VERTICAL BARS AND CIRCULAR TIES. MINOR ADJUSTMENT OF REBAR IS ALLOWED TO ACCOMMODATE CONDUIT. REINFORCEMENT SUMMARY: VERTICAL BARS: 8 -#6 X 11 ' -1 O" LONG A615 GR. 60 DEFORMED BARS SPACED EVENLY (APPR 10.3" O.C.) WITHIN CIRCULAR TIES HORIZONTAL TIES: 15 -#4 HORIZONTAL TIES, 28" IN DIAMETER, WITH 24 lN. LAP, (2) @ TOP, 6" O.C. ALOl'JG ANCHOR BOLTS, AND REMAINDER @ 12" 0.C. STAGGER LAP SPLICE 90" HORIZONTAL ~ ,---<'• • TIE VA (NOT TO SCALE) CONDUIT DETAIL SCALE: NONE 3 I REINFORCEMENT REQUIREMENTS SCALE: · NONE 5 ,.,.,,,.l!iilltJ~-~~".'li'*-~~ GENERAL NOTES: FOUNDATION 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING AREA FOR UNDER- GROUND FACILITIES PRIOR TO EXCAVATING ANY MATERIALS. 2. CONTRACTOR SHALL VERIFY ANCHOR BOLT LAYOUT PRIOR TO, AND IMMEDIATELY AFTER PLACING CONCRETE. ANCHOR BOLT LAYOUT IS CRITICAL FOR MONOPOLE INSTALLATION. 3. CONTRACTOR SHALL USE AND PROVIDE DEFORMED REINFORCING BARS CONFORMING TO ASTM A615 GR. 60 (60,000 PSI MIN. YIELD). CONTRACTOR SHALL USE STEEL WIRE TO HOLD REINFORCING BARS TOGETHER. IF WELDING REBAR IS PREFERRED, SUBSTITUTE USING A706 GR. 60 DEFORMED BARS. 4. CONTRACTOR SHALL USE AND PROVIDE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. CONCRETE SHALL USE 3/4" MAXIMUM STONE AGGREGATE. MIX DESIGN: 6 1/2 SACKS OF CEMENT MINIMUM PER CUBIC YARD. 4" MINIMUM AND 6" MAXIMUM CONCRETE SLUMP. 5. CONCRETE SHALL BE CONSOLIDATED USING VIBRATORY METHODS THROUGHOUT DEPTH OF FOUNDATION. VIBRATING LOWER DEPTHS MAY BE ACCOMPLISHED BY TOUCHING REBAR CAGE WITH VIBRATOR. 6. CONTRACTOR SHOULD ANTICIPATE THE USE OF A FULL-LENGTH TEMPORARY CASING TO STABALIZE THE EXCAVATION. THE CASING SHALL BE WITHDRAWN DURING THE PLACEMENT OF CONCRETE IN THE EXCAVATED HOLE. CONCRETE SHALL BE PLACED USING CONVENTIONAL METHODS TO MINIMIZE SEPARATION OF CONCRETE AND AGGREGATE. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FT. CONCRETE MAY BE PLACED BELOW WATER USING TREMIE METHODS. . 7. CONCRETE SHALL BE PLACED TO THE DEPTH INDICATED, AND THE ABOVE GRADE PORTION SHALL BE FORMED. THE REBAR CAGE, ANCHOR BOLTS, AND CONCRETE SHALL BE PLACED WITHIN 24 HOURS OF COMPLETING THE EXCAVATION. COLD .JOINTS ARE NOT ALLOWED. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ADEQUATE CONCRETE COVERAGE OVER REINFORCING BARS TO MINIMIZE CORROSION POTENTIAL. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL USE 3" CONCRETE COVER OVER REBAR. TOP OF FOOTING SHALL BE TROWELLED LEVEL AND SMOOTH. 9. DRILLED PIER FOUNDATION DESIGN PER REPORT BY: GEOTECHNICAL SOLUTIONS, INC. (PROJ. #SP-2945-01) DATED APRIL 13, 2005. 10. TOTAL VOLUME OF CONCRETE REQUIRED FOR THIS FOUNDATION IS APPROXIMATELY 3.2 CU. YDS. MONOPOLE BASE REACTIONS MOMENT SHEAR VERTICAL = = = 10.9 FT-KIPS 0.64 KIPS 0.59 KIPS SPECIAL INSPECTIONS SPECIAL INSPECTION: THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL REQUIRE SPECIAL INSPECTION PER 2001 CBC, SECTION 1701. [EM QESCRIPTION INSPECTIQN BY MATERIAL 1 PIER EXCAVATION SOILS 350 PSF/FT LATERAL BEARING CAPACITY ENGINEER LATERAL 2 PIER CONSTRUCTION SPECIAL ASTM A615 REINFORCING STEEL INSPECTOR GRADE 60 BAR SIZES AND INSTALLATION 3 ANCHOR BOLTS SPECIAL ASTM F1554 BOLT SIZE AND LENGTHS INSPECTOR GR. 55 INSTALLATION 4 CONCRETE SPECIAL f'c = 4,000 PSI TEST SPECIMENS INSPECTOR TYPE II CEMENT PLACMENT OF CONCRETE SOLAR COMMUNICATIONS INTERNATIONAL, INC. 8885 RIO SAN DIEGO DR. Suite 207, San Diego, CA. 92108 Tel: (619) 243-2750; Fax: (619) 243-2749 ,nnr.RFTransparent.com 1HES£ OAAW!NCS Nt£. PROPR!ETAR'f ANJ M SOLE PR0PERT't OF SCI. INC. THE DAAWINCS A1.0NC WrtH N« ATTACHED EIOflBtTS. CIJ..CUl.ATIONS, OR NOTATIONS IM.Y HOT BE: REPROOIJCED, l.0,1,Nm, 051. DISTRlauTED B't N« W£N.IS wrrHOUT Tl£ WRITTDI CONSOn' Of' SCI, IC. CLIENT·-----------, ~Sprint. Sprint PCS 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO, CA 92108 §PR~;: _6" LIGHT POLEsl LOCATION--------, THE IRIS GROUP· (SD55XC008B} 1675 FAA.ADAY AVENUE CARLSBAD, CA 92008 SAN DIEGO COUN1Y !ISSUED FOR INSTALL OR PERMIT R AWM REVISIONS-----------. HANGES ENGINEER SEAL.----------, SHEET TITLE-------, FOUNDATION INSTALLATION [ wsc PROJECT NUMBER . 05-0159 [ DRAWING NUMBER PD-000509 [ PAGE NUMBER S-2