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Home My WebLink About2180 RUTHERFORD RD; ; CB022565; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-02-2002 Commercial/Industrial Permit Permit No: CB022565 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 09/12/2002 2180 RUTHERFORD RD CBAD Tl Sub Type: 2120702500 Lot#: $70,000;00 Construction Type: Reference #: VERIZON WIRELESS@CALLAWAY UN-MANNEDTELECOM CENTER INDUST 0 NEW Owner: Status: Applied: Entered By: Issued: Inspect Area: ISSUED 08/29/2002 RMA Plan Approved: 10/02/2002 Applicant: VERIZON WIRELESS CALLAWAY GOLF CO C/0 DONALD H DYE · 2285 RUTHERFORD RD CARLSBAD CA 92008 787010/02/02 0002 01 02 15505 SAND CANYON 92718 949 222-7000 c01=" sos= 76 Total Fee$: $785.95 Total Payments To Date: $280.19 Balance Due: $505.76 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park F~e LFM Fee Bridge Fee STD #2 Fee BTD#3Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee _ Reel. Water Con. F~e Inspector:~ ' $431.06 $0.00 $280.19 $0.00- ·-$0.00 $14.70 $0.00 $0.00' $0.00 so~oo: -$0.00 $0.00 $0.00 -- $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee M~ter Fee SDOWAFe~ CFO.eayo{f Fee· PFF PFF-(QFD F1,.md) tJc~m$e Tax License Tax (CFO Fund) Traffic .Impact Fee :f~l;iffic impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Ma$ter Drainage Fee . .Sewer .Fee ----~~,dev Parking Fee Aaditional Fees TOT AL PERMIT FEES FINAL APPROVAL $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.00 $0.00 $0.00 $0.00 $0.00 $0.00 $785.95 Date: _,_,_,,-i,fl~ Clearance: ------ · NOTICE: Please take NOTICE that approval of your project-includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3,32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any f xa i n f whi h-h v r vi I e n iv n N Tl E imil r to thi r as to which the statute of limitations has reviousl otherwise x ir d. Jr7:i0(0 FOR OFFICE USE ONLY PLAN CHECK NO. C/]b 1=.'J..5/$ PERMIT APPllCATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. -+-i~L-£-<'-'"'~"----:-::;;:-;,;"71 ---~,11 Name City State/Zip Telephone# ~1~;--p~~~~ -~--:i, ~6 ,~~-~~~; -"!i35~----~~~i'6-ici>~r,~~~~-~::~-:1~i~-:t,i:fi\Ii;~ y4-1r, ?'.';] Name Address City S.tpte/Zip Telephone# [5; '.;,P,QtJII~GIQ!J:: __ 99.MeAfltY:W,ijjlJ: __ .. _ --. , --_ " , , _ , , , .. -... ., , _.,.: __ "".: .. -·,--a-..:-::-~ · (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 th!;l provisions of the Contractor's License Law [C),apter 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 five hundred dollars [$5001). · HG..rnoh Cbnf/~ur..l:o-r-~,-r-t1<-Z19't. Lok,.u-AVtW, u.,,l'!h/:;t,.tl&. qZ,,(x-J6 ~gg ... z,go8 Name • Address -City State/Zip Telephone # . State License# "2 a~ Z/13 License Class f3, G-> 0 ~ity Business License# 12. u2s0 Designer Name Address City State/Zip Telephone State License # _________ _ ~!-~9ll~Jt8Sf':QQ_IV{f~ff$AT!QN, , • :~, ,_ ', ,_ ','• "' , N,,_, ::~' ,A.s-,~ -=:-~t:·;:-~AV::~;:={:nA,-:::-----~W 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~ work for which this permit is issuea. ' Ci(' 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 issued. My worker's compensation insurance carrier and policy number are: 'lnsuranceCompany &3tA1"6 FvUQ PolicyNo. i(p302/'-/:0"'Z, ExpirationDate 0/-()/-03 {THIS SECTION IIIEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($10'0] 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. 1 WARNING: Failure to secure workers' compensation c erage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred , thousand dollars { 10 ,000) add' · t he cost of mpensa!i7n,Jtamages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ?(_plGNATURE . A V• J-". DATE /0-2-.p2.,ot>Z,. :z;~::.:.'.QW«~H~JIJ,!i,l!i;!,EJ3.' E_C_lf\R4-JIQ.r,I _ _ _ ,,,,,. _. ----··-·-. __ .. -.. , .... ,, ____ ,_:,, >,H•• ;, ·-:.:.~;-:,_'/ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: tJ 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 "¥Ork 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 fo~ 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 licens·e number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ 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 ____ ~---- fCQMeL~,~tfil_S:S~CT(QN.~FO~~dONiR~S/i>ENT/~£, Butt::DlNG PERMli$:Qr.,~t ,,_': ~=,,---~---~~' .::-" ,:, :~:-: .. ;~-~ :, ~::·,·:::,·A--~,:: 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 tJ NO IFANY 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. ·H1:;:.;._;g,9,@':tl\[cfftfN-t~ijo1fll~-~~e,rcy ·:: .:~·:, .' __ __ _ _ --· --:-~.::':::.'.:--_\,: .. _ c:>;.·-- 1 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 _____________ _ t~~:,~· Aef'LlqA.f.lJ::.9!i13Ilf-l!,A-T:tQJ~<! , : ,, -. ,: -, ___ ., . -. _ , _ " -::~ · 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 Citt 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 11nd demolitiqn or construction of-structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the pro isions 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 1 O days from the dat 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 eriod f 180 d ys (Secti 106.4.4 Uniform Building Code). I APPLICANT'S SIGNATURE ~ Tl=:r/2:/'\ -c:: DATE '8 _ d..t, C)l.._ -. I YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 11/26/2002 Permit# CB022565 Title: VERIZON WIRELESS@CALLAWAY Description: UN-MANNEDTELECOM CENTER Type:TI Sub Type: INDUST Job Address: 2180 RUTHERFORD RD Suite: Lot Location: APPLICANT VERIZON WIRELESS Owner: CALLAWAY GOLF CO Remarks: AM PLEASE Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical 0 Act Comments Associated PCRs/CVs PCR00003 ISSUED NEW SEISIMIC CALCULATIONS; Inspector Assignment: TP --- Phone: 7608459332 Inspector: L Requested By: RANDY VARGAS Entered By: CHRISTINE PCR01025 ISSUED CALLAWAY-REV FLOOR/CEILING; ANCHORS -SEISMIC Date 11/18/2002 11/15/2002 11/15/2002 11/15/2002 11/15/2002 Inspection History Description 89 Final Combo 12 Steel/Bond Beam 14 Frame/Steel/Bolting/Welding 34 Rough Electric 39 Final-Electrical Act lnsp Comments CA TP PER CONT. WC TP AP TP SEE CARD PA TP WC TP SPECIAL INSPECTION PROGRAM ~ \ <=&o R\J.:t"*.\'-~~O.Q.~ «..oA~ Project address or:legal Description: =rE::L~c,pfV\~~l ~A-r/o,M.~ F-Actlu 'j Plan Check No.: ~ O 1~ S&>5 Owner's Name: \L~~\'Z-0!::\, Wte..~~ [, as the owner, or agent of the owner (contractors shall not emp[oy the special inspector), certify that I, or the architectlengineer of record, will be r~sponsible for . employing the special inspector(s) as required by the Uniform Building Code Section 1701.1 for the construction project located at the site listed above. Reference UBC Section 106.3.5. Signed 9----:£>_ L ~ I T6M "%CM RJf-'16/Zl'ZI!t-/ __ I, as the engineer /ar:Jt of record, certify that I have prepa~ed the following special >inspection program as required· by the -USC Section 106.3.5 for the con · roject located at the .site listed above. ~iOfE~1 , ____ --~c¥-F. c..,~ ~ · 's Seal &Sig_n 1. list of work requiring special inspection: 0 Soils Compliance Priorto Foundation Inspection 0 Field Welding 0 Structural ConCfete over 2500 PSI 0 High Strength Botting 0 Pres-tressed Concrete 0 Expansion/Epoxy Anchors 0 Structural Masonry 0 Sprayed-on Fireproofing 0 Designer Specified o,rs1r11 FA8A1c.11-noN 2. Name(s) of individual(s) orfirm(s) responsible for the special inspectiqns listed above: A. ~ "Tl N, C==> . E~ cl-E,E.IL~-8. ____ _,__ __________________ _,_ _______ _ C. --------------------------------- 3. Duties of the Special Inspectors for the work listed above: A. 7:"c..s:n H~ CfyG;,tt-~ «!::£.e...S. ' 8. ~------------------------ c. ------------------------------- "!-1., EsGU Corporation - 1.n Partnersfi.ip witfi. (jovemment for '.Buiuling Safety DATE: 9/10/02 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-2565 PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Verizon Wirel~ss Callaway ·SET:I 0 APPLICANT ~ CJ751:'ANREVIEWER 0 FILE ~ The plans transmitted herewith have been corrected Where necessary and substantially comply ·with the jurisdiction's building codes. · D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D ·The-applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact-person. D 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. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contac~ed: (by: ) :ax #: / / Mail Telephone Fax In Person ~ ~ REMARKS: Provide special inspection program to the buildin~ial prior to issuance of the building permit. / By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/3 trnsmtl.dot 9320 Chesapeake Driv~, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 02-2565 9/10/02 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY:. David Yao PLAN CHECK NO.: 02-2565 DATE: 9/10/02 BU_ILDING ADDRESS: 2180 Rutherford Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. cell site per city Air Conditioning Fire Sprinklers .- TOTAL VALUE -· Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance / • I Plan Check Fee by Ordinance Type of Review: 0 Complete Review D Structural Only D Repetitive Fee [E Repeats Comments: D Other O Hourly ,__ ______ __.I Hour * Esgil Plan Review Fee ($) 70,000 70,000 I. $422.06! $274.341 $236.351 Sheet 1 of 1 macvalue.doc City of Carlsbad .•@:1 I1 Miki·Jltt•¥1H·I1 ,1441 I,l·I BUILDING PLANCHECK CHECKLIST DATE: . / 0 / / / l 1/ BUILDING 1 ADDRE!ss: CB -01/ 2Sb( / PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ?,., l 1--b-'] 0 . ,,-7, 3 ...---~ 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 in sllspension of permit to build. ~ Right-of-Way permit is required prior to construction of the following improvements: Please see the attached report of deficiencies marked with D. Make necessary corrections to pl;:ms or specifications for compliance with applicable . codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: FOR OFFICIAL USE ONLY By: ERING AUTHORIZATION TO ISSUE BUILDING PERMl~O / / Date: l"l //tJ-z__ ATTACHMENTS D Dedication Application 0 Dedication Checklist 0 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 ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: D Sewer Fee Information Sheet A-4 H:IWOROlf>68!5KIF'a~·~@,neac).@:arlsbad, CA 92008f-7314 • (760) 602-2720 • FAX (760) 602R8!B@@ @ BUILDING PLANCHE.CK CHECKLIST SITE PLAN 1sr 2ND 3RD D D · 1. Provide a fully dimensioned site plan drawn to scale. Show: D D D D ~ Arrow ~ht-of-Way Width & Adjacent Streets ~~::!:~g & Proposed Structures · xs':..-----Driveway widths isting. Street Improvements ;-K. ;xisting or proposed sewer lateral y. ~y Lines ~ isting or proposed water service yasernents /isting or proposed irrigation service 2. Show on site plan: A. 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." B. Existing & Proposed Slopes and Topography C. 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 anc;I apartment complexes are an exception. D. Sewer and water laterals should hot be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address 8. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with t~e 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 H:IWORD\DOCSICHKLSTIBullding Plancheck Ckl$t Form (Generic).doc 2 Rev. 7/14100 D D D D D -D D D D D D D BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _ _____, _________________________ _ 4b. All conditions are in compliance. Date: ----'--------- DEDICATION REQUIREMENTS 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 exc~eding $15,000, pursuant to Carlsbad Municipal Code Section 18.40.030. 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 of building construction whenever the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. 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 improvemerit plans and submit them together with the requirements on the attached cl:)e9.klist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:IWORDIDOCS\CtiKLSTIBu11ding Plancneck Cklst Fonn (RIDDLE -·HARVEY 7-12-00).doc 3 Rev. 12/26/96 ~RD D 0 D D D D D .D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in p~rson. 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 $310 so we may prepare the necessary Future 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 Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future 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 occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. ?a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 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 permi~ i? rot required.) H:IWORD)DOCSICHKLSnBullding Plancheck Cklst Form (GENERIC 7-14-00).doc 4 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1sr 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. D D D D D D D D D D D D MISCELLANEOUS PERMITS 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: 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. 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 pdor to issuance or grading or building permit, whichever occurs first. - 1 t. ~~red fees are attached / n,o fees 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. H:IWORD\DOCS\CHKLST\Bullding Planched< Cklst Form (G~),doc 5 Rev. 7/14/00 1sr D .D D 12b. 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 stre~t). 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" service 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 instrument such as .the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrjgation 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 provide 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 calculatiQns 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 head) • Include a 10% residual pressure at pojnt 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 H:\WORD\DOCS\CHKLSl\Bulldlng PJanchecl< Cldst Fonn (Genenc).doc 6 Rev. 7/14100 -. 1sr 2ND 3RD D D D D DD 12c. BUILDING PL,ANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters tQ a new recycled water line in the future. 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 connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing 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 the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: H:IWORDIDOCS\CHKLS1'Bulldlng"Plancheck Cklst Form (Generlc),doc 7 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D D Estimate based on unconfirmed information from applicant. Calculation _based on building_plancheck plan submittal_. Address: --'-----------~-------Bldg. Permit No. Date: ---------- Date: Prepared by: ----------Checked by: ---------- EDU CALCULATIONS: List types and square footages for all uses. Types of Use: -------Sq. Ft./Units: -----,---EDU's: ------· Types of Use: -------Sq. Ft./Units: ------EDU's: ------· ADT CALCULATIONS: List types and square footages for all uses. Types of Use: -------Sq. Ft./Units: ------ADT's: ------ Types of Use: -------Sq. Ft./Units: ------ADT's: ------ FEES REQUIRED: WITHIN CFO: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$ D 2. TRAFFIC IMPACT FEE ADT's/UNITS: X FEE/ADT: =$ D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ) -- ADT's/UNITS: X FEE/ADT: =$ D 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$ D 5. SEWER FEE EDU's: X FEE/EDU: =$ BENEFIT AREA: EDU's: X FEE/EDU: =$ D 6. SEWER LATERAL ($2,500) =$ D 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEE/AC: =$ D 8. POTABLE WATER FEES , UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of2 Word\Docs\Misforms\Fee Calculation Worksheet Rev. 7/14/00 >, >, >, .a .c .c ~ ~ !i6 ~ ~ u ., ., ., .c .,::; .,::; u u u C: C: C: "' '" '" ~ a: a: Mo D @oo ~DD o('o D · PLANNING DEPARTMENT ~UILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB O'Z.--;l... 5" b§' Address· ~\~0 ~~ e)\..£mJ ggl Planner Saima Qureshy Phone(760) 602-4619 ________ _ APN: '2..\ 2, -C):ZD -23 -Cf'O Type of Proj~ct & Use: \JJ-f" r -. Net Project Density: _____ --=D"-'U=/.:...A=C"- Zoning: C NJ General Plan: ____ Facilities Management Zone: -~s_. __ CFO (in/out) #"'""Date of participation: Remaining net dev acres: -- Circle One (For non-residential development: Type of land used created by this permit: ______________________ ) Legend: 181 Item Complete D Item Incomplete -Needs your action Environmental Review Required:-··~· / YES V NO _· _TYPE ___ _ DATE OF COMPLETION: g /7 _ 0 2-_ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES V NO TYPE ---- APPROVAL/RESO. NO. 5 2.. C;i" :;;--DATE __ PROJECT NO. C.,. l) f O"l--0 6 OTHER RELATED CASES:--~---------,---------------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: b ( 'm"f lc0t. G!>p~ ') ? \3 (n·ot{ C'q d} 9, o,d)y· & ®) Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES __ NO /' 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 If NO, complete Coastal _Permit Determination Form ·now. CoasJal. Permit Determination Log #: Follow-Up Actions: NO ( 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 YIN, Enter Fee, UPDA TEI) . H:\ADMIN\COUNTER\Bld~PlnchkRevChklst Rev 9/01 ¢00 n(o D ido D ~DD ~DD ¥fo D ioo (oo §)oo 'Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines~ easements, existing and proposed structures, streets, existing street improvements, right- of-way width, climensional setbacks and ex·isting topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES ___ NO J' 2. Project complies YES___, __ NO ___ _ Zoning: 1 . Setbacks: Front: Required Shown Interior Side: Requir~d 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 s~paration: Required Shown _____ _ 3. Lot Coverage: Required _____ _ Shown ------ 4. Height: Req!,Jired _____ _ Shown ------ 5. Parking: Spaces Required _____ _ Shown ------ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required ______ Shown _____ _ Additional Comments ifil-t: ~ ~ V10i· (.g.. Q-. -. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ----------- H:\ADMlN\COUNTER\BldgPlnchkAevChklst Rev 9/01 (~J CLIENT VERIZON WIRELESS JOB NO, 99900312 PAGE of q -~===-_ ___,_ __ PROJECT CALLAWAY DATE CHECKED DATE @>-zg--,o z._ --.=....,==-"-'-'-'-.,_,__ ---'---- TETRA TECH, IN.C. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY ___ COMPUTED BY JED 99900312 CALLAWAY 2180 RUTHERFORD ROAD CARLSBAD, CALIFORN-IA 92008 COUNTY OF SAN DIEGO PO9100.122 GOVERNING CODES, STRESSES "CALIFORNIA BUILDING CODE WIND AND ~TERIALS ... SEISMIC STRUCTURAL STEEL, NEW W-SHAPES PLATES, ANGLES, BARS HOLLOW STEEL SECTIONS TUBES PIPE GALVANIZE STEEL HARDWARE BOLTS, NEW UNIFORM BUILDING CODE, CHAPTER 16, BASIC WIND CHAPTER 16, ZONE 4. 1997 EDITION. SPEED= 70 MPH. ASTM A992, Fy = 50, 00-0 PSI. ASTM A36, Fy = 36,000 PSI. ASTM A 50-0, GRADE B, Fy = 46,000 PSI ASTM As·3, GRADE B, Fy = 35,000 PSI ASTM A123. ASTM A153 ASTM A307 These documents are prepared regarding only such items set forth therein, and pertain to no other components of tl:ris or any other projects. The antennas and mounts are not in the scope of the9e documents. Tetra Tech, Inc. shall not be responsible for structural errors and omissions not in conformance with these documents and the Uniform Building Code. ~--·--·--~ ------------·--···-------------·----------------------------·-··· -----····----- r CLIENT VERIZON WIRELESS JOB NO. -~9~99~00~31~2 ~ PAGE PROJECT CALLAWAY . DATE CHECKED ___ DATE fl, ~2b-O z_ TETRA TECH, INC. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY COMPUTED BY JED . -- .. ·· . (f)~~,i ' ~ -- ~) ~~T tt~-~+ 7 ·---~ a-J'tt- . r ( · 0:J ~v\f1, ~ I --------·--------------·--·--------------------------- CLIENT VERIZON WIRELESS JOB NO. -~9=990=0=-'-31=-2 _ PAGE ,3 ot_9_._, _ PROJECT_-=C=-=AL~LA=WA...a.,..Y __ DATE CHECKED ___ DATE t-z&-oz_ TETRA TECH, INC. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY COMPUTED BY JED . -- f'p= \ ~ C-~'t) \io 0p ~ l. ""fbwf> , , ( zs~~~J \,v C l-t ::, ( ~s-·))Jr,.. 1. 62.Wp ~ &<oJ~ -"":J--(_ i.H) ·\ \ v w r -::z.. • 3o& w-p h=::::. \.&iZ-wo _... '\ \' w I I ,~qzeo~,t,D) --.. ,lo p =5.sd':fr~u!l~ ~2f+tON ~~'Ve ~ (I) L-ft s~ ~-lo.r~+ . . f . rr~ l0rnfC l.tb J.2 l2-p~, . . fw 1.:'lb"" Z"Zf"of -::7 W t-0D C...OV.p--,vs i.J:=: ~f(b' ~B, u lDTrt) · LJ-;::.. l 1-fo p-t+ . . . 76 Z.:,r.z_,;.?:f 101' ~;iw~~f"l~@ (f) ... M_ov::::, L-.. '. .-. . I .. . :;tfbt _- 5' * v~~~+-~:---+-~'k-+ j..J?At--·..j.=,~.:..;.:;...,i.~-,-:1 -..i,..-J,-;..+ JJ{""-~i =-3s2-+\r: V W\-Ac)l ~ ; 4-4 b + CLIENT VERIZON WIRELESS JOB NO. -~9~99~00~31~2 _ PAGE Y of___,~_ PROJECT CALLAWAY DATECHECKED ___ DATE 8-Zfb-Vz._ TETRA TECH, INC. QETAiL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY __ COMPUTED BY JED . -.. (t) }r~ 2.,1-:z.:1J k 11 . i/2..'l1 fsoLT ~ --.::, --zs~it• ~ L ---------------·----·--· ... ··-· . --·--··-----------«-----------·-------------------------------- CLIENT VERIZON WIRELESS JOB NO. 99900312 PAGES-of q PROJECT . CALLAWAY DATE CHECKED ___ DATE t;-Zfl,-1)2- TETRA TECH, INC. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY COMPUTED BY JED . -- 711 -•.. ~\rl¥:10I ITtn-'\ i 2...'' t-3o'\i-tZ...t\ ~2-I\~ 3o'i..~1z1 \ ----···-~-------------------·· --·--. --------~------- CLIENT VERIZON WIRELESS JOB NO.. 99900312 PAGE k:) of \ -- PROJECT CALLAWAY DATE.CHECKED · DATE g...-zs-oz_ --- TETRA TECH, INC. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY __ COMPUTED BY JED . · k-f-1~ Ti 106'.. ~;,?~ , 'PT~~= tb5e>i + lo 1&-4 +zz-bD ~ =-12.ot:D 4- . ' - I i ' '--.. ------·--·--·----·----------------------- CLIENT VERIZON WIRELESS JOB NO. _ __,9=-=99=00=.,.31=-2 _ PAGE '3-: of q PROJECT CALLAWAY DATECHECKED ___ DATE 8-22,_-02- TETRA TECH, INC. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY __ COMPUTED BY JED ------·----~--------··----··-------------- . .., CLIENT VERIZON WIRELESS J.08-NO. 99900312 PAGE b of £\ PRoJEcT _----=c=AL=-LA=wA~v-~ DATE cHEcKED ___ DATE B ..:.z.@-erL- TETRA TECH, IN.C. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY __ COMPUTED BY JED . --. ----··· -----·-------~ ----------------------------------------- CLIENT VERIZON WIRELESS JOB NO. _ _-:..:99=90=03'-'--=12'--_ PAGEL of i PROJECT_--=CA-=LLA=.,WA~Y ....... __ DATE CHECKED ____ DATE T&-2:P,:,-'()Z. TETRA TECH, INC. DETAIL EQUIPMENT/ ANTENNA SUPPORT CHECKED BY __ COMPUTED BY JED . Certificate of Compliance for Off-Site Fabrication • (MU8T BE FILEDwmt Td$ OFACEAl\lO APPROVED PRIQB:IQ EREC110ff OF FAIIRIC'ATEIJ COMf'OllceHt"S)« FAM1CATI0tu:;o.HAME CAM1"'8ELL <7£:&T<~ 41tc; l'S.9HoN1;; No., 7'1o > 7Z..7 :?'16?~ FABRICATIONSHOPADORESS ZS/2 £. 5;,q~,.,,, _.e-c, FAXN0.(7hQ l 2Z7 Z.;s~ f;;;, ClTY J/4.s:rd STATE .. CAfl ZIPCOOE r1, 2b g-q" aun.OING PERMITNOJS . Q.B.. O 2.-'Z.-S"°6,C . PLAN f::ILE NO.------------- O"llr$11'~~wiln /nll~Oflo'lllltJllillllllln but wi11Jth9A!M!*ll'1"-~-~maylialellPIKl'flitn~.and~ao•~an-.) JOB SITE AO0Rl;SS CA~-l "WR V' r DESCRIPTION OF COMPONENTS FABRICATED /z{41m.f I c'!o /tf«J d ,. Beu::: £4442 £ SPECIAL INSPECTOR ASSIGNl;O (BY9UILDIH{pOMfERJ _..._......,. __ ...,_. ___ _. Certib1a Na. ______ _ FASRICATfON DRAWtNGS REVIEWED ANO ACC~PTEO BY DEStGNl:R OF RECORD? DYES C NO STRUCTURAL FRAMING Pl.ANS, DETAILS & CALCULATIONS RWIEWED AND APPROWD BY THE CITY Of.MN OliGO 8UILOING OFFICtAL? j21Yes ONO .t::;R"'2t LS" ,/J',,,P,C, FAaRICATION COMMeNCEMENT DATE /Pp s,(o Z, FA8RJCATIPN C()MPLlffiON DATE /JI° ~'e _ We henmy ~ that the ,;omponents dMalbGd and liated herein ciornpy with fhe approved petmitted plans, specif1calio111:i and workmanship prQviaions o{tti. C81ifomia 8uikfing CodfJ as amended by The Cily of san Diego amt olh&t applicable regulations. We fiM1tler cem"Ty lMt .-cfl fabricated memb««~t has bMlt iMpecfBd and meet& all Die ~Of'Ufe Gaftfomla 8i.!ilding Coda a& amended by Tile Cfty of San Oiego and l'Jther applicabl& tegufafions. We furth.-cettiJy 1hal: uch fabricatsd member ct <:omponanttrstecn'ltlfwin shipped to tMpniject ic)b-llfttWithanidenlifyinqnwk ortag. Wo.undMltantt this certificate shall be submitted to thtt Inspection $enifcee Dlvmoo am, Ille arohlleel / engineer of fflCOl"d .udAt!2 erection of th$ fabricat.ed member$ and components.. Nore: This. ~cation is limned &o fabflc.edcn of lhe «imponantsormerribsfs de!iCl'ib6d abov"& to be lJ'8lf in the~ identified by th• permit numbet'$ ehown and is not ~errabl• to any other fabrication work or other consllUciiOn sites. Any pe™>O.sigfling this application as an agent of th• fabrication company dectires,under penally of perJurv to be an a!Jfhorized at}$nl of f8CMI of the t'abtication carnpany having I.fie aulhotify tu 8Xtl001¥J U\is document. ~Ctltedonthla~7./2 ;/-_day /0 J O 2... MONTH YBAR Thia lnfr;lrmation I$ in alternative fotrnate for persons Wiflt disabllitiu. To regiMst this information in eltamative format, aall {619) 236-7103 or {800} 735-2929 !!TI 9l£lllL09L ,;,, ___ .,. .... W:''f1""'fl'I"'""'~ -=,·~·:.:!,W.::"'5~~rO I • -.Nt a,1,sa . . L~ 0~~ ·: ... _J ~--.:: ' ~,,· •:.:';° ., • f:0 39\i'd t .. ;, .. ..__. f :{~i ~ i _ .... t-~i ~-::: \ . ] .. . .. ......... ~ ..... ,. ... 9l£ZLZL09L z0:s1 Z00Z/10/l1 . ' - City of San Diego Development Services Information and Application Services 1222 First Ave., MS-301 Hazardous Mat rials Questionnaire San Diego, CA 92101 THE c,TY 0 .-~-c,Eoo Appointments (619 446-5300, Information (619) 446-5000 z· ipq '1'.C:0% Will your business use, store or dispense any of the following hazardous materials? If any of the items is circled (except item 15), a San Diego Fire • Department Hazardous Materials Information Sheet (form FPB0500) must be submitted with your project for review to: Development Services, Fire Hazardous Materials Plan Review, 1222 First Avenue, 4th floor, San Diego, CA 92101 (619) 446-544~rn ni;;. 1. Explosives or Blasting agents 6. Oxidizers 11.' rli~tily 2. Compressed Gases 7. Pyrophorics 12. Radi 3. Flammable or Combustible Liquids 8. Unstable (Reactive) Materials 4. Flammable Solids 9. Water-Reactives 5. Organic Peroxides 10. Cryogenics Is your business type listed on the reverse side of this form? Will your business dispose of Hazardous Substances or Medical Wastes in any amount? Will your business storfl or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank?' Will your business store, use or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Art!cle 10)? Will the intended occupant install or use any of the equipment listeci on th~ Listing of Air Pollution Control District Permit Categories reverse side of this form? · 2. Cl (Answer only if the answer to question 1 is yes) Will the subject fapillty be located within 1,000 feet of the outer boundary of a school (K through 12) as listed in the current Directory of School and Community College Districts published by the San Diego County Office of Education and the current California Private School Directory compiled in accordance with provisions of Education Code Section 33190? 3. Cl )9-Does the building or structure for which this demolition permit is requested contain any friable as- ? Bri~fly de:;icribe business activity and proposed project: ;?:. Name of Owner or Aµthorized Agen~ "\) ~"-' -zo>4 ~~ c\oi M~--r~ ~,~ -r~~~ I declare under enalty of perjury that to the best of my knowledge FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________ _ Date: ________ _ RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY HMO , APCD COUNTY HMO APCD This information is available in alternative forml:lts for persons with disabilities. To request this information in alternative format, call (619) 446-5446 or (800) 735-2929 (TT) Be sI,ire to see us on the World Wide Web at www.ci.san-diego.ca.us/development-services DS-3163 (06:01) 4?425 l?O. iJO ' ',•.' List of businesses which require review and approval' fro~ the County of San Diego Health Department; Hazardous Materials Management Division AUTOMOTIVE Battery Manufacturing/Recycling Boat Yard Cat Wash DealershipJy1!:!,int!3nance ·anq Paint·. •· · Machine Shop Painting Ra<;liator Shop Rental Yard Equipment . Repair, Preventive Maintenance Repair, Major Overhaul Transportation Services . Wrecking and Recycling METALWORKING. Anodizing Chemical Milling/Etching Finish-Coating, Painting Flame Spraying Foundry Machine Shop-Drilling, lathes, Mills Metal-Plating Metal Prepping/Chemical Coating Precious Metal Recovery Sand Blasting, Grinding Steel Fabricator Wrought Iron Manufacturing CHEMICAL HANDLING OTHERS AND MISCELLANEOUS Agricultural Suppliers/Distributors Chemical Suppliers/Distributors Chemical Manufacturer Coa~ings/As:lhesiv~s • i .~-:. . . · ••. ,; ') · Compressed G~s Supplier/Distributor , .Dry, Cleqning . , ·,..: .· · . •. • . Fiberglass/Resin Applications Gas Station Industrial Laundry Laboratories Laboratory Suppliers/Distributors Oil and Fuel Bulk Supply Pesticide Operator/Distributor Photographic Processing Pool Supplies/Maintenance Printing/Blue Printing Road Coatings Swimming Pool (Gas Chlorination Systems . Only) Toxic Gas Handler Toxic Gas Mfg. ELECTRONICS Electronics Components Mfg. Electronics Assembly and Si.lb Assembly Printed Circuit Board Mfg. · Refrigeration Systems NOx, Control systems Aspnalt Plant · Chiropr,aotic .Offices · "Y , , : . :· · , : • .•• Co-Gen~r/;ltion Plant Dental Clihic/Qff.i<;e~, . .,, Dialysis Centers Frozen Food Processing Facilities Government Agencies ,. ~ Hazardous Waste Haulers Hospitals/Convalescent Homes Laboratories, Biological Laboratories Medical Clinics/Offices Public Utilities Rock Quarry Ship Repair/Construction Veterinary clinic/Hospitals Wood/Furniture Manufacturer/Refinishing AEROSPACE Aerospace Industry Aircraft Manufacturing Aircraft Maintenance Note; The above list includes businesses which typically use, store, handle, and dispose.of hazardous substances. Any business not included-on this list which handles, uses or.disposes of hazardous substances may still·require Hazardous Materials Management Division (HMMD) review of business plans. For more information, call (619) 338-2222. Listing of Air Pollution Control District Permit Categories Businesses which include any of the following operations or equipment will require clearance from the Air Pollution Control District. CHEMJCAL 25-lntermediate Refuelers 07-Sand, Rock & Aggregate Plants 26-Gasoline & Alcohol Fuel Dispensing OB-Concrete Batch, CTB, Concrete Mix- 47-0rganic Gas Sterilizers 32-Acid Chemical Milling 33-Can & Coil Manufacturing -44-Evaporators, Dryers, & Stills Processing Organic Materials 24-Dry Chemical Mixing & Detergent Spray Towers 35-Bulk Dry Chemical Storage COATINGS & SURFACE PREPARATION 01-Abrasive Blasting Equipment 27-Coating & Painting 37-Plasma Art & Ceramic Deposition Spray Booths 38-Paint, Stain, & Ink Mfg. :METALS COMBUSTION 34-Piston Internal-Combustion Engines 13-Boilers & Heaters (1 million BTU/Hr. or larger) 13-Gas Turbines, and Turbine Test Cells & Stands 14-lncinerators & Crematories 15-Burn Out Ovens 16-Core Ovens ELECTRONICS 29-Solder Levelers 29-Hydrosqueegees 42-Electronic Component Manufacturing ers, Mixers & Silos 1 a-Brick Manufacturing SOLVENT USE 28-Vapor & Cold Degreasing 30-Solvent & Extract Driers 31-Dry Cleaning o:rHEB 03-Asphalt Roofing Kettles and.Tankers · 46-Reverse Osmosis Membrane Mfg. 51-Aqueous Waste Neutralization 11-Tire Buffers 17-Brake Debonders 23-Bulk Grain & Dry Chemical Transfer & Storage .. 45-Rubber Mixers· . . 18-Metal Melting Devices 19-0il Quenching & Salt Baths 32-Hot Dip Galvanizing 39-Precious Metals Refining 48-Landfill Gas Flarf;l or Recovery Sys-. ·. · .; ~ : · 12-Fish Canneries 12-Smoke Houses 50-Coffee Roasters 35-Bulk · Flour & Powdered Sugar Storage terns 21-Waste Disposai & Reclamation Units 36-Grinding_ Booths &. Rooms 40-Asphalt Pavement Heaters ' . ' . ORGANIC COMPOUND MARKETING (GASOLINE, ETC.) ROCK AND MINERAL 43-Ceramic Slip'C~stjngs ··\ 41-Perlite Processing • ,-. , • 1 40-Cooling Tpwe~s-Reglstration Only 25-Gasoline & Alcohol Bulk Plans & Ter- minals 04-Hot Asphalt Batch Plants 05-Rock Drills Note: Other equipment not listed here that is capable of emitting air contaminants may require and Air Pollution Control District Permit. If there are any questions, contact the Air Pollution Control District at (858) 650-4700. l, L , EXHIBIT A PARCEL 1: LEGAL DESCRIPTION THAT PORTfON DF LOTS 38 AND 40, AND ALL OF LOT 39 OF CARLSBAD TRACT N0.81-10, UNIT N0.2-A. IN TH£ C/1Y OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CAUFORNIA. ACCORDING TO MAP THEREOF ~~;JJ1~1J°R~';,~hiu~L~~iffc~TeJ:~C~gm~;coRDER OF SAN Dlf'GO~jCOUNTY, JN.IUARY 31, 1985, BEGINNING AT TH£ NORTHWEST CORNER OF LOT J9, BEING TH£ 7!1U£ POIN~ OF BEGINNING; 7H£NC£ SOUTHFASTERLY AL.ONG TH£ NORTH£RLY UN£ OF SAID LOT 39, SOUTH 70"11'22" EAST, 323.05 FEET TO TH£ NORTHEAST CORNER OF LOT J9 AND TH£ NORTHWEST CORNER OF LOT 40; THENCE EA5T£/ILY ALONG TH£ NORTHERLY. UN£ OF SAID LOT 4C SOUTH 8705'09" £A.st 332.80 FffT: THENCE' LEAVING SA/D NORTH UN£ OF LOT 40 SOUTH 2'54'51 • WEST, 460,99 FEET TO A POINT ON TH£ NORTHERLY S/0£UN£ OF RUTHERFORD ROAO AND TH£ ARC OF A 864,00 roar RADIUS CUR\IE, CONCAVE NORTHERLY A RADIAL TO SA/D POINT BcARS SOUTH 13'58'48" e;.151) THENCE WESTERLY ALONG TH£ ARC OF SAID CURVE AND SAID NORTHffiLY SIDE'UN£ THROUGH A CENTRAL ANGLE OF 2s·2s·22· A DISTANCE OF H4,69 Ffi£T TO TH£ SOUTHWEST CORNER OF LOT 40 AND TH£ SOUTHcAST CORNER OF LOT 39; THENCE CONTINUING ALONG THE ARC DF SA/D CURVE AND TH£ SOUTHWEST£RLY UN£ OF LOT 39, THROUGH A CENTRAL ANGLE OF 3'45'29" A DISTANCE OF 56.67 Ffi£T; THENCE TANGENT TO SAID CURVE NORTH 70'4J'57• WEST, 298.47 Ffi£T TO TH£ MOST WESTERLY CORNER OF LOT J9 AND TH£ MOST SOUTHERLY CORNER OF LOT 38; THENCE CONTINUING NORTHW£ST£/lLY ALONG TH£ SOUTHERLY UNE OF LOT JS, NORTH 70'43'57" WEST, JO.OD Ffi£T TO TH£ BEGINNING OF A TANGENT 564.00 FOOT RADIUS CUR\IE, CONCAVE NORTHcASrERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SA/D CURVE THROUGH A CENTRAL ANGLE OF 0'37'56" A DISTANCE OF 6,22 FEET, A RADIAL TO SA/D POINT BcARS SOUTH 19'53'59" WEST; THENCE LEAVING THE ARC Of SA/0 CURVE AND THE NORTHERLY S/DEUNE OF RUTHERFORD ROAD, NORTH 23'28'08" f'A5T, 49M2 Ffi£T TO THE: muE: POINT OF BEGINNING. PARCEL 2: THAT PORITON OF LOT 40 OF CARLSBAD TRACT N0,81-10, UNIT NO. 2-A. ACCORDING TO IMP THEREOF N0.11134, AS FIL£0 IN THE: OFFICE: OF THE COUNTY RE:COROER OF SAN DIEGO COUNTY, JANUARY 3 I, 1985, ANO ALSO THAT PORTION OF LOT 9 Of CARLSBAD TRACT N0.81-10. UNIT N0.1, ACCORDING TO MAP THEREOF N0.10330, AS ALEO IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 18, I 982, BEING MOR£ PARnCULARLY DESCRIBED AS FOLLOWS: BEGINNING AT TH£ SOUTHW£ST CORNER OF LOT 9 Of MAP N0.10330, BEING TH£ muE POINT OF BEGINNING, TH£ SOUTHEAST CORNER OF LOT 40 OF MAP N0.11134 AND A POINT ON THE NORTHERLY SIDEUNE DF RUTHERFORD ROAD; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY UN£ OF SA/D LOT 40 AND TH£ NORTHERLY S/DEUNE Of RUTHERFORD ROAD, SOUTH 75'0I '02• WEST, 246.74 Ffi£T TO TH£ BEGINNING OF A TANGENT 864.DO FOOT RADIUS CURVE, CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SA/D CURVE THROUGH A CENTRAL ANGLE OF 1'00'10" A DISTANCE OF 15,12 FEET, A RADIAL TO SA/D POINT BcARS SOUTH 13'58'48" WT; THENCE LEAVING THE SOUTHERLY UN£ DF LOT 40 AND THE NORTHERLY S/DEUNE OF RUTHERFORD ROAD NORTH 2°54'51" cAST 460.99 Ffi£T TO A POINT IN THE NORTH UN£ OF SAID LOT 40: THENCE cASTERLY ALONG SAID NORTH UN£ SOUTH 87'05'09" f'A5T, 126.31 Ffi£T TO THE NORTHcAST CORNER OF LOT 40 AND A POINT ON THE WEST UN£ OF SA/D LOT 9; THENCE NORTHERLY ALONG SAID W£ST UNE: NORTH 8'43'38" EAST, 15.64 Ffi£T TO A POINT ON THE NORTH UNE: OF SA/0 LOT ~ AS ESTABLJSHW PER CERITACATE OF COMPUANCE RECORDED NOVEMBER 11, 1984 AS FILE/PAGE: NO,B4-4295U OF OFFICIAL RE:COR05 AND RECORD OF SURVEY MAP NO. 10028; THENCE cASrERLY ALONG TH£ NORTH UNE OF SA/0 LOT 9 NORTH 82°20'30" cAST 70,59 FfiET: THENCE /.£AV/NG SAID NORTH UN£ SOUTH 14'58'58" f'A5T, 40S.32 Ffi£T TO A POINT ON THE SOUTH UNE OF LOT 9 ANO ALSO BEING A POINT OF THE NORTHERLY SIDEUNE OF RUTHERFORD ROAD; THENCE: SOUTHWESTERLY ALONG THE SOUTH UN£ OF LOT 9, SOUTH 75001'02" WEST, 76.30 Ffi£T TO THE muE POINT OF 8£G/NNING. SA/D LEGAL DESCR/PITON5 ARE SET OUT FOR THE RECORD IN CERITFICATE OF COMPLIANCf: APPROVED BY THE C/1Y OF CARLSBAD AND Rf:CORDED NOVEMBER 5, 198S A5 FILE/PAGE: NO.B5-•HS646 OF OFFICIAL RECORDS. END OF SCHEDULE A CODE COMPLIANCE -ALL WORK S™LI. CONfORII TO mu: 24, CWFORt-llA COO£ Of' R£GUU.110NS (CCR). -CIWIGES TO THE APPROVfD 'DRA.WINCS NIO SPECIFICATJONS SHAU. BE MAD£ Erf ,'J,ID ADDENDUM OR A CHANG€ ORDER APPROVED BY 7HE DMSION OF THE STA1E ARCH/1£CT, AS REQUIRED BY SECTION ~. PNrr 1, TrTlE 24. CCR. -A PROJE:CT INSPfXTOR El/PLOYED BY THE OIS!RICT (OWNER) ANO N'PROVED 8'f THE DMSION OF THE STATE -ARCHITECT SHAU. PRDVfDE CON11NUOUS IHSPECITON OF TH£ ll'ORK, THE OunES Of' THE INSPcCTOR NfE DEF1NED IH SECTIOH 4-J.f.2. PART f, mt£ 2.f., CCR, ClASS' 2 -AN IN5P£CTOR WHO IS SPECIAi.LY OUALJF/£D IN MECHANICAL AND EIECl'RICAL WORK W1U. BE f!E:OUIRED fOR 1HIS PROJE:CT. UST OF 11199 C.4I.JFORHIA CODE OFREOOI.ATIONS APPUCABLE CODES AS OF ,PLY t 1999 199/J BUILDING STANDARDS N»rflHISTRATIVF ~ PART 1. mt£ 2.f. C,C.R, 1998 CAUF'ORNIA BUILDING CODE (CBC), PART 2, mu: 24 c.c.R. (1997 UNIFORM BUILDING CODE llfJUJWES 1-.J ANO 199a CALIFORNIA. AME:NOMENTS) 1998 CALJFORNIA EIECTIIICAL CDOE (CEC), PART 3, TT1U: 24 C.C.R. (1990 NI\TION<L EIEC1R!C<L CODE AND 1 .. 8 CALJFORNIA AMe/0/,/ENfS) 1998 CALJFORNIA MECIIANJC<L CODE (CIIC), PART 4, mu: 24 C.C.R. (1997 UNIFORM MEC~ICAL COO£ AND 1998 CALJFORNk AMENDMENTS) (1998 CALJFORNIA PLUIIB/NG CODE (CPC), PART 5 TT1U: 24 C.C.R. (1997 UNIFORM PLUMBING CODE ANO 1998 CloLJFORNIA AIIENDMENlS) 1998 CALJFORNIA ARE CODE, PART 9, mu: 24 C.C.R. {1997 UNIFORM FIRE CODE AND 1998 CALJFORNlA AMENDMENTS) 1998 CALJFORNIA RE:FE:RE:NCED STANDARDS, PART 12, mu: 24 C.G.R. 1990 7mE 19 C.C.R., PUBLJC SI.FE1Y. STATE FIRE MARSHAL RECULA110NS PARTIAL LIST OF APPLICABLE STANDARDS NFPA f.J NfPA f4 NFPA 17a NFPA 24-NFPA 72 AUT0~11C SPRINKLER S'l'STEMS 'STANDPIPE SYSTEMS WET CHfJ.IIC-'L S'YSTEMS PRIVATE: FJRE WJNS NATIONAL FIRE .ALA.RM CODE (CAUFORNIA AAIE:NOW) 1996 £DmON 1996 romoN 1994 EDmON 1996 mmaN 1996 EDmoN -ver,~~/lwireless CONSULTING TEAM ARCfflTECTURAL/E;NGINEffill/G TETRA TECH 15G, INC. 17770 CAHTWRIGHT =• SUITE 500 /RV/NE. CA 92614--5850 CONTACT: fflANK CAHILL -P,E. PHONE: (949) 250-67BB FAX: (949) 608-5976 PUBLIC UTILmES COMMISSION WIRELESS /DENT/FICA TION NO. U-3003-C CALLAWAY 99900312 2180 RUTHERFORD ROAD CARLSBAD1 CA.92008 SUE NAME· CALLAWAY SITE ADDRESS; PROJECT SUMMARY 2180 RUTHERFORD= CARLSBAD, CA. 92008 SfHJ::/EB;. CALLAWAY, GOLF CO. 2285 RUTHERFORD = CARLSBAD, CA. 92D08 PHONE: (760) 931-1771 ~ SIJSW FREDRICKS' CALLAWAY GOLF CO. 2285 RUTHERFORD RD. =BAO, CA. 92008 PHONE: (760) 931-1771 ApPLICANT; V£R1ZON W1R£LE5S (LOS ANG£L£5 SMSA UMIT£D PARTNERSHIP) 15505 SANO CANYON AVENUE IRVINE, CALJFORNIA 92718 APPUCAW: REPRESENTATJYE': WHALEN ,t COMPANY, INC. 3S7 VAN NESS WAY. SUITE 15D TORRANCE. Cl,LJFORN/A 90501 PHONE: (310) 7BJ-64H FAX: (310) 783-7477 ANNE FORD -LEASING MANAGm PHONE: (858) 550-2245 JOHN B£1(E -ZONING MANAGER PHONE: (310) 612-3703 MOBIL£ N£AL PECKLER -CONsmucnoN MANAGm PHONE: (BSB) 204-3941 BUil DING 'CODE DATA: JUR/5DICITON Cl1Y OF CARLSBAD CONTACT: SCOTT DONNEL UNIFORM BUILDING CODE: 1998 CBC BU/LO/NG ARE:A: 325 SQ. FT. PROJECT DESCRIPTION VERIZON WIR£L£5S 15 SUBMlmNG AN APPUCATION FOR A CONDmONAL US£ PmMIT ANO RELATED APPROVALS TO ALLOW Tf/f: ,INSTALLATION OF TWELVE (12) PANEL ANTENNAS MOLJNTf:D BEHIND NEW SCREEN, ON£ (1) PARABOLIC ANTENNA ANO (1) GPS ANTENNA MOUNTED TD THf:. f:XISTING BUILDING Pf:NTHOU5£. RELATED RADIO EQUIPMENT WILL ALSO B£ LOCATED ON THE f:XISTING BUILDINGS ROOFTOP. Tf/ESE IMPROVEMENTS WILL f:NHANCE Tf/E GENERAL HS.LTH, SAFETY AND WaFARf: WITHIN Tf/£ CITY OF CARLSBAD AND SURROUNDING AREAS BY PROVIDING CLEAR AND R£UABl£ Cl:LLULAR TELECOMMUNICATIONS WHICH CAN CQNTINUf: TO FUNCTION IN Tf/£ EVENT THAT T£L£PHONE (WIRf:) Sf:RVICE 15 INTERRUPTED DURING AN £M£RGf:NCY 5/TIJAT/ON DR A NATURAL D/SAST£R. ACCESSIBILITY EXEMPTION PROJECT 0<£MPT FROM CALJFDRNIA STATE ACCE:55/BIUTY STANDARDS: 1997 UNIFORM BUILDINGS CODE VOLUMf: 1, CHAPTER 11, SECTION 1103 -BUILDING ACCES5IBIUTY. 1103.1: f:XCEPTIONS: 1."FLQORS QR PORTIONS OF FLOOR NOT CUSTOMARILY OCCUP/f:D, INCLUDING, BLIT NOT UMIT£D TO £1.EVATOR PITS, OBSERVATION GALI.ERIES USED PRIMARILY FOR SECURITY PURP05f:S, ELEVATOR PENTHOUSES, NONOCC/PIABL£ SPACES OR FREIGHT f:LEVATORS. PIPING AND EQUIPMENT CATWALKS, AND MACHINE.RY, MECHANICAL AND £L£CTRiCAL EQUIPMENT ROOMS". Tm.E 2-4-CCR: CALJFDRNIA BUILDING CODE 1997 se:cnoN 110J (b) .3.-4-.2 "FACIUTIE5 LOCATED IN OPERATIONAL AREAS WHICH WOULD NOT HAVE ANY RE'A50NABl£ AVAILABIUTY TO QR USAGE 8Y PER5QN5 WHO USf: WHEELCHAIRS FOR MOBIUTY AR£ NOT SUBJECT TO Tf/E WHEELCHAIR ACCE:SSIBILITY R£QU/R£M£NTS OF THE:5£ REGULATIONS.• DMSION OF STATE ARCHIT£CT. omcE OF Rf:GUI.ATIONS SERVICES CONTACT: DAVID PERI?\' A/A, ACCESS COMPLIANCf: (916)327-0705 PUBLIC UTILffiES EXEMPTED 1999 Cl,LJfORNIA £L£cm1CAL CODf:; Sf:C. 80-6 me:: PROVISIONS OF THIS COD£ SHALL NOT APPLY TO ANY f:LECmlCAL WORK PERFORl.lf:D BY OR FOR ANY f:L£CmtCAL CORPORATION, T£L£PHDNE CORPORATION, T£L£GRAPH CORPORATION, RAILROAD CORPORATION OR STREET CONTROl1.EO AND 0Pf:RAT£D, OR USED BY AND FOR TH£ .XCLUS/\IE Bf:NEFIT OF, SUCH CORPORATION IN Tf/£ CONDUCT OF ITS BUSINESS AS A PUBUC UTIUTY. OR TO ANY 0Tf/£R WORK WHICH ANY SUCH CORPORATION MAY BE f:NTITLf:D BY I.AW TO PERFORM WITHOUT PAYMENT OF' ANY LOCAL TAX: BUT ALL PROVISIONS OF THIS CODE ·SHALL APPLY INSOFAR A5 Tf/£Y MAY CONSISTENTLY WITH THE ABOVE 8£ APPLICABLE TO ALL OTHm EL£cmtCAL WORK PmFORMf:D BY 01.1 FOR ANY SUCH CORPORATION. t-l_AM~ SITE TYPE R -R LEGEND : ANrrNNA l OCADON GRE:E:NAELD / TOWER = G ROOF TOP -R RADIO CABINIT l OCADOtf G "" CABINETS ON CONC. PAD OR PREFABRICATED COACH SHELTER T = TENANT IMPROVEMENT R =ROOFTOP N = NEW BUILDING M = MODIFY £X/5nNG SITE STATE OF CALJFORNIA PUBUC unun.s COMl.l/55/0N 505 VAN NESS AVENUE San Francisco. CA 94102-.3299 July 17, 2000 Whalen ond Company, Airtouch Project Attn: Jonathan Monfort .357 Von Ness Woy, Suite 1 SO Torrance, ~ 90501 Re: Wireless Identification Number (U-300.3-C) Los Angeles SMS4 Umited Partnership d.b.a, Airtouch Ceffulor. Dear Mr. Monfort: This is to inform you that tho corporate identification number, U-.3003-C, belongs to the Los Ange/es SMSA Umited Partnership d.b.o, AirTouch Cellular. The Los Angeles SMSA Umited Partnership met the information filing requirements for Wireless Registration ldentincation (WRI) in Decision 94-10-031 as modifisd by Decision 94-12-042. The company was granted authority in 1998 to provide wireless facilities-based service to the public In California, and Is still currently registered with the California Public Utilities Commission. If you ha~ any questions, please contact Rudy Sastra at (415) 70:S-267.3, Yaurs truly, ~ Rudy Sastro Regulatory Analyst IJ!2m 1. TH£ MAXIMUM NUMBm OF DIRECITONAL CELLULAR ANTENNAS TO BE LOCATED ON THE EXISTING POL£ IS PER DESIGN PROFILE. 2. TH£ MAXIMUM NUMBm OF MICROWAVE ANTENNAS TO BE: LOCATED ON TH£ £XISITNG POL£ IS PER DESIGN PROFILE. 3. THE MAXIMUM NUMBER OF GP5 ANTENNAS TO BE LOCATED ON THE £X/SITNG BUILDING IS ONE' (1). 4. THE 5/ZE, HEIGHT, DIRECITON AND LOCATION OF ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. S. ALL /TEJ,/5, WHETHm £X/5nNG OR NEW, WHICH ARE WITHIN THE VERIZON WIR£L£55 LEASE AR&! TO BE: APPROVED, SHEET INDEX SHffT Nfl"SfR T-1 T-2 ~ 1·C-f ARCfflTE'CilJBAL ~ Tin.E SHEET GENERAL NOTES ,t ,LEGENDS TOPOGRAPHIC ·SITE SURVEY A-1 SIT£ PLAN A-2 £NI.ARO£!) EQUIPMENT I.A YOUT Pl.AN A-3 ,f-lfl{ljl:J,A,J,t,YOUT PLAN A-4 /'Wv.hf~OVEO A-5 BY £L£VATIONS /2'6. _ A-s --~sa.~·~11:s-..:C....:::::::..., ·~:..._: __ _ A-7 DETAILS ~ £:-1 O~Jtis.Zfl~ AND A88Rn!A TIONS SITE POW£R/T£LCO ROLJITNG PLAN E-2 ,E-3 City Qiu£:&:'ttt£ DIAGRAM 0 BU 11 RflJ(IJliG, Pl.AN & ~ PLAN E--4-~GAt@~lifi"l! ~ 5-1 f:QU/PI.IENT PLATFORM S-Z PLATFORM DETAILS S-3 SCREEN WALL DESIGN S--4-PLATFORM DETAILS S-/i STRUCTURAL NOTES ~IGNATUR~ ,I,, DATE: (/) -S2 ~ "§: C: .II . Iii Ir I ~: al.., ~i --z ;;,: 0 :cu en~ !;Q ~ ~ E-1 ~<) la:1 <1j I la:1 ji~ ~~ ~' cJ! ~ ·! ii il! ~ I ill ~ f!'01E SEE UL STANCWID 1971 FOR 'VISUAi. DEVICES? CONsmu~noN TYPE: , . N/A . A&C , ~-~ tt-H r-w, I I lt~ftl ~ IWJWff Fl.UX or FLOOR 1984 'EDmON EXISTING BUILDING OCCUPANCY: N/A RE Sheet NFPA 2001 CLEAN AGEtn' FIRE EXnNGU/SHING SYSTEMS 1994-cDITON RF ' 7 ~ .~ ~ __ ------· I I ™"" '"-"% ":~ +---------------------------------~---------~-..,t------! Fi7 1:.1:. (NAD 21J 3:i;u::. 1 ~';G;::. I ~~~~lui,::±::::::::::::::::::=======:::===========-------------------C/J CJ Z ~-*15> ' •. L AB. NN, AC. ACC. ACOUST. ,v_c AO. .<DO. /oDJ. /oDJC. AF.F. ARCH. ,\GG. AK.A. ,,_ ,,_,_ AHC, ANOD, AP. APPRX. ARCH. /,SB. AS.C, ASPH. AT. AUTO, ea. BEL BET. ~ffi·c. :~··c B,M, BM. B.0.8. BOT. B. Pl. BRG, BRK. BSMT, 8,S. ~R. e.w. C<B. c.e. CEIi. CEIi. . CR. CFr. C.G. COOi. CIR. C.L CIRC. c..n: ct.. CLG. ClR. GLS. C.M.U. CNrR. co. COL. COMB. COMPT. ~~-CONN. CDNSr. CONT. COi/TR. CORR. CORRO. cPT. CPR. CRG. CRS. c.s. c.s.s. ·CST. c.r. CIR. ""'· D OB!.. 06<0. ~ ow,. D/M. 0/SP. ON. 0.1-0IIT. 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S.D. SEC. SER. SFGL S.G'. fl'. SHT. !ft SL SNT. S.P. i~ SPECs. SQ. SSK, SST. STG. STA STD. S7L sro. smucr. SUS. Sfll. SYN. SYS. r.c. THK. THR. 17<80. ll<S. T.O.B. r.o.c. T.O,L. T.O,P. T.O,Pt.. T.O,S. T.O.T. T;f-W. T.S. /Z· UHF. U.N,O, UR. ~~~Mm-(ING) POl.YVIM'I. CHt.OR/DE Q/JAARY 11L£ IRFACE) UNFINISHED UNLESS NOTED OTHERWfSE URINAL VAT. \1NYL ASBESTOS nLE V.8, VAPOR BARRIER VB. YINYL BASE VERT. \1£R11CAt. \1£51: YES11BUL£ V.F: VINYL FABRIC V,G. VER11CAL GFWN VIN. YIM'L lV . Will TILE :Ve. ~~ wow. WF. W.G, WH. WH. 8. w.,. W.W.M. ~o !+PT. W.R. wscr. ws. ~ "' "' 0 f > < d ,,_ II J. & CD ANGLE AHO AT CENTER UNC Ct«NNEL DIAM. OR ROUND e, REVISION KE.Y NOTES 'H @ OE:fAIL REFERENCE ~ ROOM NUMBcR 0 KEl'cDNOTES ~ El..EVA.110N REFERENCE 4;;J SEC110H REFERENCE Q NORTH ARROW 1 • THE CONTRACTOR SHALL NOTIFY WHALEN AND COMPANY OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PS THEY MAY BE DISCOVERED IN PIANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF WfW.EN AND COMPANY AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY WHALEN AND COMPANY. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDmONS PRIOR TO THE START OF ANY WORK. DISCREPANCIES WILL BE REPORTED IMMEDIATELY TO WHALEN AND COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY THE SUBCONTRACTOR(S). 3. A COPY OF GOVERNING AGENCY APPROVED PIANS SHALL BE KEPT IN A PlACE SPECIFIED BY THE GOVERNING AGENCY, AND BY lAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION lo GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SE! OF Pl.ANS, IN GOOD CONDmON, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT AU. TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY WHALEN & CO. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK lo A PART OF THE lo-BUILT DRAWING RECORDS. 4. THE CONTRACTOR SHALL STUDY THE STRUC1\JRAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURllY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 6. THE CONTRACTOR HAS THE RESPONSIBILllY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PlANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR lo SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPIACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 7. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL 8. ALL DIMENSIONS ON THE PlANS ARE TO FACE OF STIJD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 9. ALL CONSTRUCTION THROUGHOUT THE PROJECT SHALL CONFORM TO TITLE 24 OF THE CALIFORNIA CODE OF REGUIATIONS. 10. ALL GLASS AND GlAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFElY COMMISSION -SAFElY STANDARDS FOR ARCHITECTURAL GlAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURllY REQUIREMENTS. 11 • ALL EXISTING-CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND Will BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: • A. PROPERlY NOTED TO BE REIURNED TO THE OWNER. 8. PROPERTY NOTED TO BE R~OVED BY THE OWNER. 12. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHAil PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERlALS, ANO FINISHES USED .THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHAl.l BE USED FOR INSTAUATION. 13. WHEN REQUIRED STORAGE OF MATERIA!:S OCCURS, THEY SHALL BE EVENLY OISTRIB.UTED OVER ROUGH ·FRAMED FLOORS OR ROOFS SO PS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUC:rtJRE. TEMPORARY SHORING AI\D/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED ·THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 19. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT lo NOTED IN THE PIANS ANO SPECIFICATIONS. 20. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, ANO/OR SLEEVES REQUIRED FOR THE INSTAUATION OF Fl)(llJRES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 21. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PIANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDmONS WITH THOSE SHOWN ON THE PIANS PRIOR TO THE START OF ANY CONSTRUCTION. WHALEN AND COMPANY SHALL BE NOTIFIED OF Alf( ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO Alf( CONSTRUCTION. 22. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, OUST, DIRT, AND FIRE lo REQUIRED BY THE GOVERNING AGENCIES. 23. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE lATEST STANDARDS AND/OR REVISIONS AVAILABLE lo REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 24. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 25. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDmONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 26. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THBR OWN CUTTING, FITIJNG, PATCHING, EiC., SO PS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 27. All DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHAll BE LEFT IN A CLEAN (BROOM FINISH) CONDmON AT ALL TIMES BY EACH TRADE lo THEY PERFORM THBR OWN PORTION OF THE WORK. 28. WHALEN AND COMPA)f( DOES NOT GUARANTEE ANY PRODUCTS, Fl)(llJRES, AND/OR />NY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANlY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, Fl)(llJRE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILllY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 29. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY All FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAUllY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BEIWEEN THE OWNER AND THE CONTRACTOR. {EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDmON FOR A PERIOD OF lWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 30. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ·ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 31. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES ·WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE ·FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 32. THE ARCHITECT/ENGINEER -IN CHARGE SHALL SIGN AND SfAI.. AU. DRAWINGS AND/OR SPECIFICATIONS. 33. FIRE EXTINGUISHER REQUIREMENTS SHALL BE VERIFIED WITH THE LOCAL FIRE MARSHALL. 34. WIW.EN AND COMPANY Will REVIEW AND APPROVE SHOP. DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. WHALEN AND COMPN-IY PROJECT APPROVAL OF A SEPARATE ITEM ·SfWJ.. NOT INCLUDE APPROVAL OF AN loSEMBLY IN WHICH THE ITEM FUNCTIONS. §j§ Cl) ~ ~ ·-3:: .i s. ~ i 5 l'l 'o~ :;;~ ;;.5 ;i ~ oo m.., z (/)Jl 0 <( !l! -e:: ~ 00 ~ ~~ ~f>OO :<~ 01a:1...:l l:=:§Z~~ jr~!~ ~Q ~ 00 2ji ~fgo'd ii! ~z ;;. '-' la:! o ABBREVIATIONS & SYMBOLS 3 14. DRAWINGS ARE NOT TO BE SCALED UNDER MN CIRCUMSTANCE. WHAf.EN AND COMPNN IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDfNCE OVER SCALE SHOWN ON PIANS. 35. CONTRACTOR TO REPIACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED PURING TRENCHING AND GENERAL 'CONSTRUCTION. t:,!, "' ~ : c;;::i Nl::W ANTENNA ..... ~ .. EXISTING ANTENNA ® GROUND ROD ,-,-GROUND BUS BAR • MECHANICAL GRND. CONN. • CAOWELD ~ GROUND ACCESS WELL [[] ELECTRIC BOX [fl TELEPHONE BOX ~ LIGHT POLE 0 FND. MONUMENT -$-SPOT ELEVATION b,. SET POINT & REVISION 0 GRID REFERENCE @ DETAIL REFERENCE -,@-ELEVATION REFERENCE & I ~ SECTION REFERENCE --------CENTERLINE ------PROPERlY/LEASE LINE -. MATCH LINE ~ WORK POINT --, · · -· • -GROUND CONDUCTOR -· -T-· -TELEPHONE CONDUIT -· -E-· -ELECTRICAL CONDUIT -·-A-· -COAXIAL CABLE CONDUCTORS ,,_, •• ,., . .,.;.,.,.,. •• ---3 GROUT OR Pl.ASTER 111111111111111111111 j (E) BRICK rwmzmuatam (E) MASONRY r. -: . ;: ,,., .-; · .. __ 1 CONCRETE C1t1s1a1151a1e:1 EARTH GRAVEL t222VVV?2WW22i PLYWOOD [~·=;..=t~::,..:t·,;·_~+1;:•Y·:>\ SAND ~ WOOD CONTINUOUS c:::;;;;J WOOD BLOCKING Pi?N?hliNl?i?ili?I !'.TEEL 15. PRIOR TO THE POURING OF Alf/ NEW SLAB OVER AN EXISTING SLAB !HE CONTRft.CTOR SHALL VERIFY LOCATIONS Of All OPENINGS, CHASES, AND EQUIPMENT WH[!:H ARE TO BE-IMPLEMENTED INTO THE NEW WORK. All ITEMS DESIGNATED TO BE ABANDONED SHAl..l BE NOTED AND DISCUSSED WITH THE OWNER AND WHALEN AND COMPANY lo PART OF THE lo-BUILT DRAWING PACKAGE. 16. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFIClALS AAE TO BE NOTIFIED PRIOR TO MN GRADING, CONSTRUCTION, ANO Nff OTHER PROJECT EFFORT lo MANDATED BY THE GOVERNING AGENCY. 17. OWNER, CONTRACTOR, AND WHALEN ANO COMPANY SHALL MEEr JOINTLY TO VERIFY All DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 18. THE PROJECT, WHEN COMPLEIED, SHALL COMPLY WITH LOCAL SECURllY CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 WHEN APPLICABLE) 36. CONTRACTOR TO LOCATE All UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PlACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEEf. 37. SEE CML DRAWINGS FOR ADDITIONAL SITE INFORMATION. 38. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY VERIZON WIRELESS. 39. CONTRACTOR TO PROVIDE TRENCH IS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. WORKORDER. BACKFlll WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPIACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, loPHAI..T, CONCRETE, EiC.) 40. CONTRACTOR TO PROVIDE HEAW STE8. PLATES AT OPEN TRENCHES FOR SAFEIY ANO TO PROTECT EXISTING GROUND SURFACES FROM HEAW EQUIPMENT UTILIZED DURING CONSTRUCTION. 41 . CONTRACTOR TO PATCH AND REPAIR All GROUND SURFACES WITHIN THE CONSTRUCTION AREA IS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 42. CONTRACTOR TO REPIACE LANDSCAPE VEGETATION THAT Wlo DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING iRRIGATION IJNES TO OPERATING CONDITION, PROVIDING FUll COVERAGE TO IMPACTED AREJ.S. _. -x-. _ CHAIN LINK .FENCING T --2 LEGEl\Tn~ -. -T/E-. -OVERHEAD SERVICE I I ~"1 . J J. ~ .LI u f-.J \J .L:.11. ~ .J..:J .L \,C1.l..J .l 'i V .L .l..'.J t,..J .1. . 21 GENERAL NOTES 11 . . 7 _J ,, ,, "·-·~ ... ....... , ·-., .. ~ '·. IF~GI~ '""-.... ,. •,,_ ·----~ ' ·;·, '···- FOUND BRASS DISK J'·· .. _ IN WELL MONUMENT LINE "(ABLE LINE' BEARING LENGlH Ll S02'57'.25"W 13.00 L2 Na1•04-'44-·w 25.00 L3 N02'57'25"E 13.00 L'4-S87'D'4-'«"E 25.00 1-A ACCURACY CERTIFICATION THE VERTICAL AND HORIZONTAL POSITIONS SHOWN ARE BASED ON GPS OBSERVATIONS AND ARE EXPRESSED IN FEET. THE POSlllVE TOLERANCES ARE ± 3 FEET VERTICALLY ANO ± 20 FEET HORIZONTALLY. LEGEND P.O.B. POINT OF BEGINNING P,U.E. PUBLIC UllUlY EASEMENT P.O. T. POINT OF TERMINUS .. VCl:G \'ERTICAL CURB le GUTTER i WAlER 'CONTROL V>J..VE R/W RIGHT OF WAY ARE H'roRANT AP ASPHALT GUY WIR£ D/W, ACCESS DRIVEWAY • FOUND AS ,NOTED 10P TOP OF SLOPE = PO'l'IER POLE TOE TOE OF SLOPE * LIGHT POlE lBM TEMPORARY BENCHMARK E EI.ECiRICAL 1RANSFORMER SW SIDEWALK Im AIR CONDITIONING UNlr' 1P TOP OF PARAPET . m.EPHONE PEDESTAL TW TOP OF WALL w 1B.£PHONE VAULT @ LOT NUMBER TaEPHONE MANHOLE .. BENCHMARK @ GAS VIJ..VE OR POstllON OF o QI GAS METER GEOOETIC COORDtHAlES K SPOT ElEVAllON PRoPERTY LINE CHAIN LINK FENCE WOOD OR•IRON FENCE ~ DISH ANlENNA xltxxll.xxlk 'MRE OR BARBED ~ MICROWAVE ANTENNA WIRE FENCE 111111111111 111111111 RAILROAD lRAOCS ). lE.ECOMMUNICAllONS MONOPOlE ~ , : -~"' ,~ "-,~, ~:. CMU WALL ~ -~rBP~ a VENJ" PIPES • -~. • C O • ,f,J 10' HIGH "ti cB tfl ·oo r ~r-oo UPPER ROOF l-.:1 ~ Ba #ma rll <13 _c:,fcp "-'.,, ®J c~ \SI,.~ ... ~---... ZONING: C-M APN: 212-070-25-00 CENTER OF PENTHOUSE LATITUDE 33' 07' 56.36" NOR1H LONGITUDE 117" 16' 52.37" WEST (NAD27 ELEVATION 328.9' (NAVO 88) TER OF PENTHOUSE TUDE 33• 07' 56,50" NOR1H 1Il\JDE 117' 16'' 55.50" WEST (NAD83 'ATION 328.9' (NAVO 88) • D ' ill] ~"" "" 0 HJC:,~ c C ""' ~<'-1 "'-1 9P l{yJ \) \..'\ \ \ k-~ c:a::a FOUND IRON PIPE i I I ' \ LIMIT OF LESSOR'S PROPERTY GRAPHIC SCALE i 'i ( 1M nzr l 1hlcb•801t. RECIPROCAL DRIVEWAY EASEMENT L--,, ~i~G-N j NCfflli UNE SOUTH 1+055° W EAST. ~ 11 ANO ALSO BEINO A POINT OH TH£ _____ ··-·-, ··-·-SOUTHWESTERLY ALOHG THE SHE sount U!E Of tor t. SCUll-f 75"01' or YEST, 7e.:50 F'EET TO lt£ TRUE PONT 0f' BECINHHC. SAJO LECAL 0£SCftlPllOHS All£ SEf OUT FOR THE REC0RO IN. CERTif'ICAlt Of' COMPI.JAHa: APPRO\'EO BY Tl£ QTY Of' CAAI..SSAD AHO RECORDED N0\OUIER '-lie5 Mi flt.E/PAGE: NO. 85-4156<fa Of' Cl'TIOAL RECamS. LEGAL DESCRIPTIONS '-P!nA"lrNf:A VICINllY MAP -N.T.S. BENCHMARK fBQJEl:I ~ N0lllH ELEVATION ESTABLISHED FROM CPS DERII/EO ORTHOMElRIC HEIGHTS, AP!'t.'!ING CE()jO 99 SEPARATIONS, CONSTRAINING TO NGS CONlR<X. STATION OOHS. ELEVATION• 718.69" (NAV088 OA1\JM) BASJS Of BEARING THE NORTHERLY'UNE Of LDT 40 PER MAP NO 11134 (Le. S87' 04' ts"E), AS DETERMINED BY CPS OOSERVA TION. SURVEY DATE 3/13/02 SUR\IEYOR's NOTES REFERENCE IS MADE TC THE mu: REPORT ORDER #297011-02, ISSUED, BY LA~S 111\£ COMPANY, DATED JANUARY 18, 2002.. ALL EASEMENTS CONTAINED \\!THIN SAID Till£ REPORT AfFECTING lHE IMMEOIAlE AREA SURROUNDING lHE LEASE HAVE BEEN PLOTTED. SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN Titu: ISSUED. THE BOUNDARY SHOWN HER£0N IS PLOTTED FROM RECORD INFORMATION ANO DOES NOT CONSTilUTE A BOUNDARY SUR~ OF lliE PROPERlY. UTIUJY NOTES SURVEYOR DOES NOT GUARANlEE lHAT ALL UTILITIES ARE SHOWN OR TiiEIR LOCATIONS, IT IS lHE ~gw,.~~~~~ ~f A~E ~~:m~cb~ERANl~v'bl~OPER TO AGENCIES TO LOCATE AU. UTILITIES PRIOR TO CONSiRUCllON. REMOVAL. RabCAllON AND/ OR REPLACEMENT IS TI-iE RESPONSIBILITY OF THE CONTRACTOR. PROJECT INFORMATION ~-, ver,zon wire ess 15505 SAND CANYON A\UiUE IIMNE, OOFORNL-1 92718 ARCHITECT: lfrii't ~ 8 WHALEN & COMPANY INC. 357 VAN NESS WY., STE #150 TORRANCE, CA 90501 (310) 783-6444 OFFICE (310) 783-7477 FAX PROJECT INFORMATION· CALLOWAY 99900312 2180 RUTHERFORD RD. CARLSBAD, CA. 92008 SAN DIEGO COUNTY REV.: =DATE: =DESCRIPTION:=BY: M I 03/21 /02 I SUBMITTAL I ffi I 05/20/02 I CLIENT REDLINES Ii Ii PLANS PREPAR@ BY: ,...,,. SCl-f.l)T CONSULlNG INC. ~--... •An"zona •California •Nevada I -~<:::::~---------------- 1791158KYPAIICalCI.E, MED RWE, CALFaNA 92814 a=FICS-(MI) 95HJ70 FA»-<Ml)955-D3 JO s [~WN BY:' CHK.:=APV.: ::=:,j I DH I ES ==1J ~LICENSLJRF• LsHEET 'mu=-· ~ TOPOGRAPHIC ~ SITE SURVEY rcrn-1[~] ··-·-·--M•H .. ----·-~·---"''" ~s ED BY: 1'RJ111\\WHBY: JR\IIZ WC !Sf SUIIMITTAL :---a-1e-02 ~ PERlllfSUlllllTAL ,-----8-28---02 -r--- ,__ r--- -,---- L 11\TE: 8-19--02 CALLAWAY 2180 RUlllERfORO ROl,ll, C,IJllSll\O, CA. 92008 SITE PLAN PED File Ho. AS SHOWN Si:Dle V.--. I ver1m.nw1re es 7 _j I L KEY NOTES: 0 (E) BUILDING ROOF TOP 0 (E) PENTHOUSE ROOF 0 (E) DOWN SPOUT, TYP. 0 (N) 'VERIZON WIRELESS' 25'x13' LEASE ARE"A 0 NOT USED 0 (N) 'VERIZON WIRELESS' GPS ANTENNA MOUNTED ON (E) @AS 7 PENTHOUSE WALL - <J) (N) 'VERIZON WIRELESS' 2'¢ PARABOLIC ANTENNA (44' W AZIMlJIH) MOUNTED TO (E) PENTHOUSE WITH CENTER LINE ~ OF 45'-0"H. <v (N) 'VERIZON WIRELESS' ROOF MOUNTED COAX CABLE TRAY W '8} /n'-. (N) RAISED PLATFORM FOR 'VERIZON WIRELESS '\(/ EQUIPMENT CABINETS. SEE STRUCTURAL SHEETS <@> (N) 'VERIZON WIRELESS' VERTICAL COAX. CABLE lRAY <jJ> (E) BUILDING PARAPET <€> (E) MECHANICAL EQUIPMENT ON ROOF (&)(~7 ~ (N) 'VERIZON WIRELESS' PARAPET MOUNTED COAX W CABLE lRAY '8) ~ (N) H-MOUNT W/DISCONNECT W 'o/ \f-3) <1P (N) DEi / OE CABINET = 42"Wx72"Hx30"D / 1350 LBS. <8> (N) RE CABINET = 42"Wx72"Hx30"0 / 1600 LBS. @ <e) (N) BATTERY CABINET = 36"Wx72"Hx30"0 / 2500 LBS. ®~-- er ~ ' -----------------------------------------------r-------- 8,> ;1i SI: ~ '6 ~ '6 I co,, ~ ~ { ~ 3'-2" i 1·-0· ' 24'-3" I 17'-10· ' 22' -6" RAISED PLATFOJI,( --. I I I 2s· -o· LEASE AREA I =;- 7 ' ' I I ' ' T --------, h'-6' I i I i I i l~ I, I ~ ~ 32'-o" ~ I "t:: '6 _, ~ ~ li5 s;;. "i -~ ' .. ~ ... s~ I! ~; ... gw ! :i; ~ i!i ~ 8 E-< i;: ::i >-4do 00 ·•:ia~~ ~~ ...:i~ ji~~ ~if;] !:l u ill,, ip Na ~ ~ \-I I I s I -i i at s'I ii! I: 0 I;; I ~ .., ~ ~ ~11 ~11 I J ~ ~I ! :c. en] ~ t I G rA 2 I fKKR'EY~NO'OT~E~S---------1?21HEiNULA~R~GERTD~EQDTUTTIPPlM~ErnN~TTLAA'YV<OITU~T-, ____________ ...._ _______________________ ~?-~?~r~s[1• 1 ~;~:~C_ 0 :ri11., 7 _J r L KEY NOTES· 0 (E) BUILDING ROOF TOP 0 (E) BUILDING PARAPET 0 (E) MECHANICAL EQUIPMENT ON ROOF 0 (E) MECHANICAL SCREEN, TOP PORTION OF (E) SCREEN TO@ BE REPlACEO W/ RF MATERIAL AND RAISED 2', FINISH TO S-2 MATCH EXISTING. SEE STRUCTURAL SHEETS 0 (N) 'VERIZON WIRELESS' 'BETA' SECTOR 4' PANEL ANTENNAS MOUNTEO BEHIND (N) SCREEN Wl1tt CENTER LINE OF 40'-0'H. -4 PER SECTOR, (lYP.) 0 (N) 'VERIZON WIRELESS' 'GAMMA' SECTOR 4' PANEL ANTENNAS MOUNTEO. BEHIND (N) SCREEN WITH CENTER LINE OF 40'-0"H. -4 PER SECTOR, (lYP.) ! (N) 'VERIZON WIRELESS' ROOF MOUNTEO COAX. CABLE TRAY @ (E) A/C UNITS, TYP. (E) MECHANICAL SCREEN, TOP PORTION OF (E) SCREEN TO@ BE REPlACEO W/ RF MATERIAL AND RAISEO 2'-6", FINISH S-2 TO MATCH EXISTING. SEE STRUCTURAL SHEETS <§> (N) 'VERIZON WIRELESS' 'AI.PHA' SECTOR 4' PANEL ANTENNAS MOUNTEO BEHIND (N) SCREEN WITH CENTER LINE OF 39'-0"H. -4 PER SECTOR, (TYP.) -0 (N) 'VERIZON WIRELESS' PARAPET MOUNTEO COAX CABLE @ TRAY - 11><11 [ [ C ----------------------------J-----------------------1-,-® IC><II t I [ 1><1 t CJ,. t ,{) ~ ~ ~~; ~ rP ll><JI :b~ n ___n _n q v-0 ----------r-r--------. ------l----~----~------------H--© 18':-6" (±) 20·-o· (±) q p ~ @ I ' ' I I I I I ' ' I ' ' I~ f. ·:-, I ' ' ® t 1111 IP ____________________________ T ___ _ 13 3i: 'o ~ n ,.. ~1 -ti &l 9 "' !l: ':o I ~ 'r n n(}n J ~ rV, 1 .., K}6 __ 6n ~n _n I ,. ". I ~ 9'-0"± ~ 12'-B" RF _SCREEN 15'-o· (±) 2s·-o· (±) 10-~ .:!:!,1, ~ ~ 1 II (I) ,,,, ' . Q) I -~ "§ I __rn I I I I I ' I I I ' I I I I I ' I I ' I C: .IJ, iJ liii:: !: .. :,:.., ~~ ~ ~ :c. (/}~ !;Q ~ E-c :iip >4~000 ~,~~ ·~t;~ u I ii. §s ! ;j; ~ 2!i_ ! N Of la:l IIW iii (D+-t----------.--.-----------,.,,-----11 lt--t---'t--t--t--a : ~ ;,! ~ I iii ! lli : s !1i I I ..,.1+--,-j~ : I I I I ~ ! IA-31 KEY NOTES ANTENNA LAYOUT PLAN ~:-;. t-:-riii-~ AN'l'ENNA LAYOUT PLAN ri71 ..,..,.,....,.,..,,... 1 · 7 _J ' L 43'-•" N) °VERIZON WIREl.ESS' 'ALPHA' SECTOR PANEL ANTENNAS MOUNTED BEHIND (N) SCREEN, {lYP.) {N) RF SCREEN TO BE 2'-6• HIGHER THAN EXISTING SCREEN, FINISH TO MATCH EXISTING {E) SCREEN "' TOP~ SCREEN ~ f. ..... . ~ .. ~) L~-:__-.;j:,<-~> >---~~-.. -:· · .. <-->-:··:·_--:_,:· _:_: --:.-J NORTH ~LEVATION PORTION OF {E) SCREEN TO BE REPLACED WITH RF MATERIAL, TO MATCH EXISTING (N) °VERIZON WIRELESS' GPS ANTENNA MOUNTED ON (E) PENTHOUSE WALL (N) 'VERIZON WIRELESS' 'GAMMA' SECTOR PANEL ANTENNAS MOUNTED BEHIND (N) SCREEN, (1YP.)~ {E) PENTHOUSE-----.......... .._ 42'-0' ---__ ---.........__ TOP OF SCREEN 35'-o' "' TOP OF ROOF 30'-o' / · iii TOP OF LOWER ROOF (E) BUILDING A. o·-o· RNisH7liwiE " SOUTH ELEVATION "" I "" ~----IN) 'VERIZON WIRELESS' 'BETA' SECTOR PANEL ANTENNAS MOUNTED BEHIND (N) SCREEN, (1YP.) ~----liN) RF SCREEN ~----l-N) 'VERIZON WIRELESS' EQUIPMENT CABINETS, BEYOND ~-----t1E) SCREEN ~(N) 'VERIZON WIRELESS' 2•; PARABOLIC ANTENNA MOUNTED / TO (E)' PENTHOUSE WITH CENTER LIN_E OF 45'-0'H. (N) 'VERIZON WIRELESS' 2'; PARABOLIC ANTENNA MOUNTED TO {~) PENTHOUSE WITH CENTER LINE OF 45' -O"H. _._,.· ... , (N) °VERIZON WIRELESS' GPS ANTENNA MOUNTED ON {E) PENTHOUSE WALL (E) DOWN SPOUT, 1YP. (E) PENTHOUSE I J5'=()_" TOPOF ROOF ~ :· ; .. ·::~·:/· _.'.: .. r.{:::)t Q QO,C -o·-o· FINISH GRADE $ lr'lw 11 SCALE I ;';:;o' 2rt 1•=?n'_n• 2 tlQIE; ALL ANTENNAS, DISHES & MTG. FRAMES SHALL BE PAINTED TO MATCH (E) BLDG. {E) MECHANICAi. SCREEN, TOP PORTION OF {E) SCREEN TO BE REPLACED 'W/ RF MATERIAL AND RAISED 2'-6•, FINISH TO MATCH EXISTING~ [ li\ 43'-6" TOPof" ~M""N I~-2~-l~-11 i (/) -92 ~ ..... ~ i •!!Iii I,; ,~ IE: !: -:;i.,, I ~.-:! 00 <i~ j:!::iS -:Si~ ~I; lil .; ~ ,l, ~ 'i!i_ ;i I I 111 11~lil~\;I \ ~ ~~ z 3: 0 r. en-a .)l ~ £ ,i! ~ I I rA 41 7 _J i L 43'-6" ~ TOP OF SCREEN 35'-o" ~ TOP OF ROOF O'-b' FINISH GRADE WEST ELEVATION 42'-o" TOP OF SCREEN .3_5·-0· . TOP OF ROOF 30·-o~ / ~ TOP OF LOWER ROOF o·-o· FINISH GRADE EAST ELEVATION (N) 'VERIZON WIRELESS' GPS ANTENNA MOUNTED ON {E) PENTHOUSE WALL (N) 'VERIZON WIRELESS' VERTICAL COAX. CABLE TRAY (N) 'VERIZON WIRELESS' EQUIPMENT PlATFORM ON ROOF {N) 'VERIZON WIRELESS' 'ALPHA' SECTOR PANEL ANTENNAS MOUNTED BEHIND (N) SCREEN, (TYP.), BEYOND {N) 'RF SCREEN TO BE 2'-6" HIGHEi (N) 'VERIZON WIRELESS' SECTOR PANEL ANTENNAS MOUNTED BEHIND {N) SCREEN, {l'IP.) (E) MECHANICAL SCREEN, TOP PORTION OF {E) SCREEN TO BE REPIACED W/ RF MATERIAL AND RAISED 2', FINISH TO MATCH EXISTING (E) PENTHOUSE ~ JI THAN EXISTING SCREEN, FINISH TO ~ _ MATCH EXISTING // ~------------( 7 1-t--t--t--l ~----+·!HHHH TOP OF s~2~J~ $ __ __ _ _ __ (E) SCREEN (E) BUILDING ---------..... ---i ----! ~--~~-TC(~~~~~~;~c~~.rnp f 1 / r-----,I ,' j ____ _J I I PORTION OF (E)' SCREEN TO BE I I I I l I '1 ; '1 I : i : REPIACED W/ Rf MATERIAL AND I 1 \ \ 1 ! RAISED 2'-6', FlNISH TO MATCH I ' 1 i ! i EXISTING :1 : H---: : ! ! (BEYOND\ i i I I I I I I I (E) BUILDING .(N) 'VERIZON WIRELESS' 'ALPHA' SECTOR PANEL ANTENNAS MOUNTED BEHIND {N) SCREEN, (TYP.)---~ {N) 'VERIZON WIRELESS' 'GAMMA' SECTOR PANEL ANTENNAS MOUNTED BEHIND {N) SCREEN, (TYP.h (E) MECHANICAL EQUIPMENT ,,....-'~--1N) 'VERIZON WIRELESS' GPS ANTENNA MOUNTED ON {E) PENTHOUSE WALL {N) 'VERIZON WIRELESS' 2'-PA!lAflOUC ANTENNA MOUNTED TO {E) PENTHOUSE E) PENTHOUSE (E) MECHANICAi. SCREEN, TOP PORTION OF {E) SCREEN TO BE REPIACED W/ RF MATERIAL ANO RAISED 2'-6', FINISH TO MATCH EXISTING ~3'-6' $ --n--o--Jt. TOP OF SCREEN ii ! !! ;-:\ L 1:==::====¥====='f'====d;b=== .Ji !1 -------7 I' I I I I I I I ,~·1111~~-o·I 211 l'"r-0 ,f 8' tJQIE; All ANTENNAS, DISHES &: MTG. FRAMES SHALL BE PAINTED TO MATCH (E) BLOG. . ~ 0 <' 8' ,~.1vi~~~-a·I 1 7 ~I§ ~ ~ ~ -~ \ II •!!!!Iii ~ 151 5 ~: al.,; ~I --z ;:: 0 ffi"5 .x en <( I :>-ns rn <tl"Z !:! 0 j i_ e:: . I ~ ~; ~ c'.3 l::i ! i ~ §! rA 51 _J I L i ',. I 1 - 2'-10· 1'-10· f . ,~ :-, I I I --• 2" NOMINAL ENCLOSURE SEPARATION 2'-11" 1'-9" 1 3" NOMINAL ENCLOSURE SEPARATION f 2'-3" I I ':.,- 3" NOMINAL ENCLOSURE SEPARATION 2" NOMINAL ENCLOSURE SEPARATION , 2'-11" ,. j ., 2'-11" ,, 1 .. · 1 1 . . 1 !, 1 -9 I, I !.,. 1 -9 It I 1 1 I 1 1 I r4------+----~,r4------+----~,---- I I ,_., II "' I i ___ i ___ i !-1 I --rHi---i---r:--3 i---+---• ! ·1---.-h·---• !! ·1---.-l ~-• ! z ! I I I I I I I +--tl• --+-+t-L+-----+-1-- 1 I I I ,j I I--~---+-' !-------! L-ft-------+J L:.rt-------+~----'1,. I I l I' I I' I :-, 'b 3• 3• 4" 3'-6" CABINET BOLT LAYOUT 'I H-CABINET MOUNTING DETAIL ~·-o- (N) fWID RAIL r. I 3'-o" 11 2· J 11 2· J I --~ I~ I 2'-8" ,.l 6" 2'-8' " " 2'-8" 4" SIDE VIEW (1'11',) 2 PLACES z I' I I 1 · I I I ~ l!I\~ -r I,, ~ 1 3/~· SECTION 11/2" · 3/8" STIFF. PLATE EA. SIDE ALIGN W/ TS IR Tl NCJE CABINET (16" X t~" X 8") BRACKET ASSEMBLY SCALE: "'N'.i'.s. SCALE: "'N'.i'.s. UNISTRUT PtOOOT, lYP. SEE DETAIL~ ~ mqm====~==:il:1-~ i FLEX BET CABINET (18.5" X 22" X -8.25") VERTICAL SUPPORT MEMBER ® ~/~----,-jrr-1 !"""'=::,---'!__----"<;: __ <,, ==--===-d) fill / I \ I / I--\---;-------1,, : ' I I 3-2' LONG UNISTRUTS l"---2-2¢ CONDUITS SECTION 'A' ~ h SIDE VIEW 2'-o· TOP VIEW 1/2"¢ ALL-THRENl {TYPICAL) REAR VIEW 2-3/8" OD PIPE 6 I DIGITAL DISH DETAIL SN~~~: I 1 11 5 NOT USED 1 /2"; CONDUIT SLEEVE FOR GROUND #2 TINNED WIRE TO GROUND RING OE 2·-CONDUIT FROM GPS ANTENNA 2·, mco CONDUIT FROM MPOE 2"¢ ELECTRICAL CONDUIT 9~ 21" Cl) -92 ~ "i \ i •!!!Iii ~ ljJ :i !: iil,.; ~i --z ;;:: 0 J: -u,-a ,)1 ~ I >-4~ ~I j; i-:i ~ cJ I ! \ I } !=======<=;,=====\ NOTE: \, / I SEE EQUIPMEtrr LAYOUT FOR CORRECT ORIENTATION. ~ H-MOUNT W/DISC~~EC;-;~c;Jj ~ 4 DE-DEi OPENING ~ 3 ~- 6 7 _J ' L 5/6" "' "A" =DIA. OF CROWN CROWN DIAMETER TO BE lHE DIAMETER OF THE WALL OPENING PLUS 1" ''i:\ -------FIRE-RATED GYPBD /STUD t::.------WALL ASSEMBLY :1fo _,.....3• MAX. DIA. METAL PIPE PROVIDE . ' ,,,-NOMINAL 1 • ANNULAR SPACE AROUND PIPE OPTIONAL FORMING MATERIAL RECESSED 1/2" FROM THE SURFACE FOR FS900 MATERIAL (MINERAL WOOL, POLYSTYRENE, ETC ••• ) FIAMESAFE IPC FS/FST900 SERIES COMPOUND APPLIED 1/2" DEEP INTO ANNULAR SPACE FRAMED WALL PENETRATION ADDffiONAL MATERIAL ADDED TO FORM 5/8" CROWN AROUND CONDUIT AND LAPPING 1" BEYOND OPENING. l r .. i 3-1/4" MIN. CONC. WALL OR CMU OPENING TO PROVIDE 3/4" MAX. ANNULAR SPACE AROUND PIPE l------4" MAX. OIA. METAL PIPE '=====p:E:::;;§=~"""'=~'-----FIAMESAFE IPC FSP1000 PUT!Y APPLIED INTO lHE OPENING -1 /2" lHICKNESS AT EA. WALL SURFACE NOTE: I I-". I '1' 1 • r , j ! ·1 CONCRETE WALL PENETRATION • ~ •4 ~ CONCRETE FLOOR PENETRATION MINERAL WOOL ( 4 PCF) PACKED INTO ANNULAR SPACE .AND RECESSED 1 /2" FROM WALL SURFACES CONDUIT PER PLAN (4"f MAX.} FIAMESAFE IPC FS900 MIN. 1/2" lHK. FLUSH WITH FLOOR (UL SYSTEM CAJl 105) 3 HR. RATED CONDUIT FLOOR CLAMP, lYP. ~(E) CONCRErE FLOOR 1. CONTRACTOR TO X-RAY PRIOR TO DRILLING OR CORING TO LOCATE (E) RE-BAR. DO NOT CUT RE-BAR. T RATING -PENETRATIONS LARGER THAN 4', PENETRATIONS CORRiDOR CLGS. WHICH 2. ALL PENETRATIONS SHALL CONFORM TO TITLE 24, CALIF. BLDG. CODE, SECTION 714. 3, PENETRATIONS THRU WALLS SHALL COMPLY WITH T24, CBC SECTION 709.6. F RATING -PENETRATIONS 4" OR LESS PENETRATION FIRESTOPPING 2-1/2 LB LEAD UMBRELLA ARE NOT RATED, BELOW ANY CLG. 4. PENETRATIONS Tl:lRU FLOORS/ CEILINGS SHALL COMPLY WITH T24, CBC SECTION 710.3. F RATING -PENETRATIONS 4" OR LESS T RATING -PENETRATIONS LARGER THAN ,4", PENETRATIONS NOT CONTAINED W/IN A WALL aASTOMERIC SEALANT SCALE: '"'[f.s. 7 (E) PARAPET :I ' SECURE TO WN.l. USING: KWIK BOLT II 1/2"J x 3 1/2" MIN. EMBEDMENT (ICBC # 4627 (N) STRUT PIPE CLAMP (N) COAX. CABLE (N) P4100 UNISTRUT COAX CABLE SUPPORT@ PARAPET (N} VERIZON GPS ANTENNA TOP OF (E) PENTHOUSE UNISTRUTP1000 TO SPAN 2 STUD MEMBERS-2 TOTAL T&B UNISTRUT PIPE CLAMPS-2 TOTAL T&B GPS MOUNT (E) ROOF UNITS]RUT ANCHORAGE(2 MIN PER UNISTRUT\: AT CONCRETE OR SOLID GROU1£0 CMU: 3/8"1 KB II WITH 2-1/2" MIN. EMBEDMENT (ICB0#4627) AT HOLLOW CMU: HILTI HIT HY20 3/8"- INSTERTS WITH 2" EMBEDMENT (ICBO 64815) AT WOOD STUDS: 3/8'.-x3" LAG BOLTS AT METAL STUDS: #12x3' SHEET METAL SCREWS :a '\a .I 1" RIGID CONDUIT TO OEI CABINET SCALE: N.T.S. SCALE: . N.T.S. HOLD DOWN CLAMP FASTENED TO 4"x4" W/ 3/8" x 2 1/2"LG. LAG SCREWS CABLE TRAY W/ COVER, g• RUNGS, 4• LOADING DEPTH, SUPPORT CABLES WITH TIE-WRAPS OR STAINLESS STEa CLAMP EVERY 6°-0·. t'iQlI; 1. RUN #2 AWG BCW GROUND CONDUCTOR ALONG CABLE TRAY AND GROUND AT BOTH ENDS. 2. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD INJURE CABLES. COVERS SHALL BE FASTENED USING HOLO DOWN CUPS. SHEET METAL SCREWS ARE NOT ACCEPTABLE. PVC SLEEPER, MICROFLECT P/N 81585. INSTALL EVERY 6' -0" WHEN MOUNTING TO ROOF. 4"x4"x12" (FOR 6" TRAY) 4"x4"x18" (FOR 12" TRAY} 4"x4"x24" (FOR 1B" TRAY} 4 llIORIZONTAL CABLE TRAY S~: I 111 \ 5 45" OUTSIDE VERTICAL 12' GALVANIZED LADDER lYPE TRAY WITHCOVER~ UNISTRUT U FITTING #A2472-L-------.. P1000 UNISTRUT·--------,,,_,,_ ... ~ NOTE: CMll£S CHOUlD llE llE-WRll'PEIJ e,mf.&'-o" tmlOffllll.Y, MO e.mf 3'-0' Off RIS!RS. CABLE TRAY OVER PARAPET WIDTH AS SHOWN~ ON DWG. HOlO DOWN Cl.AMP ~ . · . . 90' OUTSIDE VERTICAL PlOODT UNISTRUT @ 4'-o" o.c. SECURE TO WALL USING : 3/8¢ THREAIJED ROD W/ HILTI HY 150 EPOXY W/ 3 1/2" EMB.(ICBO# 5193). EXISTING PARAPET ·TRAY HOLODOWN ·Cl.AMP ( lYP.) VERTICAL CABLE TRAY DOWN TO GRADE LEVEL 16 GA. GALVANIZED SHEET METAL REMOVABLE COVER. ATTACH TO PAN WITH #6 SS SaF-TAPPING SHEET METAL SCREWS. MOUNT TRAY TO UNISTRUT WITH #13 x 1" LONG ~ GALVANIZED BOLTS, SPRING ' NUTS P1010 & WASHERS GALVANIZED STEa CABLE TRAY~ 9" RUNGS, 4" LOADING 01/EPTH 24" WIDE x 4" HIGH HOT-DIPPED GALVANIZED STEa CA8LE TRAY WITH REMOVABLE COVER (8-UNE SERIES 248 OR APPROVED EQUAL). FlaD CUT TO FIT, SEAL ALL EDGES WITH TWO COATS OF GALVALOY OR EQUAL SUPPORT CABLES~WITH TIE-WRAPS EVERY 4 FT. _,,.,--- UNISTRUT P1000 EVERY 4' ON CENTER MOUNT UNISTRUT . TO BLDG. UNITSTRUT ANCHORAGE(2 MIN. PER UNISTRUT\· AT CONCRETE OR SOLID GROl/1£0 CMU: 14 ,GA. GALVANIZED SHEET METAL CABLE SHROUD.TRIM TO FIT IN mo. SEAi. All C,UT EDGES WITH TWO COATS OF GALVANIZED OR EQUAL I I , -- 8 lil ~ ~ ~I :Sr 11 ~I ! -, I 2 . 3/B'f HILTI HIT HY150 AT FIRE-RATED ADHESIVE ANCHOR, WITH 1-3/ 4" MIN. EMBEDMENT. Cl) Cl) ~ ~ "§ II ·-s \ Ii J 5 :; m...r ~i z ;;:: 0 ffij ~ ~ ii! !l! PENETRATIONS (ICB0#5193) AT HOU OW CMU· PROVIDE 1" DEPTH HILTI HIT HY20 3/8"¢ INSTERTS WITH 2" EMBEDMENT MATCH HORIZONTAL__, Beet HILTI FS-ONE ~REST~: . (ICBC #4815) AT WOOD STUDS· 3/8"¢x3" LAG CABLE TRAY SEALANT, U.L A.ll l BOLTS AT METAL STUDS: #12x3" SHEET METAL SCREWS A-7 CONDUIT ROOF PENETRATION s~~'. 8 NQT USED s~~'. 6 COAX CABLE SUPPO~T ~~~= 3 · 7 // _J r J, (' r? I f L "Basic Electrical Regulations", the National Electrical Code (edition enforced by local authority), and all applicable state and local laws and regulations. Nothing in these plans or specifications shall be constructed as to permit work not conforming to the most stringent of these codes. Should changes be necessary in the drawings or the specifications to make the work comply with these requirements, the contractor shall immediately (specially before bidding submittal) notify the engineer in writing and cease work on parts of the contract which are affected. B. The contractor shall make a site visitation prior to bidding and construction to verify all existing conditions and shall to notify the engineer immediately upon discovery of any discrepancies. The contractor assumes all liability for failure to comply with this provision. C. The extent of the work is indicated by the drawings, schedules, and this specification and is subject to the terms and conditions of the contact. The work shall consist of furnishing all labors, equipments, materials and supplies necessary for a complete and operational electrical system. The work shall also include the completion of all items of electrical work not mentioned or shown which are necessary for successful operation of all systems. D. The contractor shall prepare a bid for a complete and operational system, including all costs. E. Workmanship and neat appearance shall be important as the operation, defective or damaged materials shall be replaced or repaired prior to final acceptance in a manner acceptable to the Architect/Engineer and owner. F. Complete the entire installation as soon as the progress of work will permit. Arrange any outages of service with the owner /building manager in advance. Minimize downtime on the building electrical system. G. The entire electrical system installed under this contract shall be left in proper working order. Replace, without additional costs to the owner, any material or equipment which develops defects in design or workmanship within one (1) year from the date of final acceptance. H. Any error, omission or design discrepancy on the drawings shall be brought to the attention of the engineer for clarification or correction before construction. J. "Provide" indicates item to be furnished, installed and connected. K. It is the intention of the plans and specifications to cover all things required to make a complete and operative system. The contractor shall furnish all lobar materials, equipment, or miscellaneous service required to accomplish this result. L Contraqtar shc;ill bid the project as indicated and specified on the drawings. When substituting materials or equipment other than as specified on the drawings, the contractor shall submit catalog cuts and amount of credit for substituting to bid, 'for approval. · 2. LOCATION OF EQUIPMENT A. The drawings indicate digrammatically the desired locations or arrangements of the conduit runs, outlets, equipments, etc. and shall be followed in executing. the work so as to secure the best possible installation in the available space limitations. B. In the event ,that changes in the indicated locations or arrang- ements are necessary due to conditions that occur during the construction or re-arrangement of furnishing or equipment, such changes shall be made without extra cost, provide that , the exchange is pre-ordered prior to conduit runs, etc., and work directly connected to same and no extra materials are required. C. Ughting fixtures are shol!tn in their approximate locations only. Do not install light outlets or fixtures until mechanical piping and duct work have been installed, then install lights ,in locat- ions to ·provide the best lighting. ,D. Coordinate the work with that of all other trades. Where conflicts occur, consult with the contractors involved and come to an agreement as to changes nece111ary. Obtain written acceptance from Architect/Engineer for the proposed changes before proceeding. 3. SHOP DRAWINGS A. Submit six (6) copies of shop drawings to the engineer for approval within 35 days of award of contract, shop drawings shall. be submjtted in a complete bo~nd manual including lighting, fixtures, switchgear, panelboards, transformers, disconnects, etc. The contractor shall l(erify dimensions of equipment to insure that they fit and that they comply with all code required working clearances about eleqtrical equipment prior ,to submitting shop drawings for approval. ,Departure from tl:le above will result in re-submittal and delays. The contractor desiring to make changes shall submit three copies of shop drawings or fixture cuts including all pertinent material for approval and a sample of the specified item and intended substitution. Any materials and/or equipment installed by the contractor as alternates without the above mentioned approval shall be removed and replaced at the contractor's expense. 5. TEST A. Before final acceptance of work, the contractor shall insure that all equipment, systems, fixtures, etc. are working satisfactorily and to the letter and intent of the drawings. 6. HEATING. VENTILATING. AIR-CONDITIONING & PLUMBING EQUIPMENT WIRINGS A. Provide Electrical work, line voltage conduit and wire, low voltage conduit and wire as required for complete installation and proper operation. Verify exact requirements of both line and low voltage materials and control components with mechanicals and plumbing plans and include all costs for a complete system. 7. PERMITS A. The contractor shall be responsible for taking out and paying for all the required permits, inspection, and examination without additional expense to the owner. 8. GROUNDING A. The contractor shall provide a complete, code approved grounding system including electrodes, grounding electrode conductors, bonding conductors, and equipment conductors as required by article 250, National Electrical Code. B. Make good contact at panelboards, outlet boxes and junction boxes to the conduit systems. C. Equipment including switchboards, transformers, conduit systems, panelboards, motors and other apparatus shall be grounded by a conductor to ground sized in accordance with the N.E.C. or as specified in the drawings, whichever is larger. D. Feeder and branch circuits run in non-metallic conduit shall include a code sized grounding conductor having green insulation. The ground conductor shall be properly connected to maintain electri;:al continuity. E. Refer to details on Detail Sheets for grounding system. ,.Provide new ground ~tern in accordance with notes on detail sheet, namely, Ground Bus" detail. F. All direct buried ground conductors shall be #2 solid, bare, tinned copper. G. All non-direct buried telephone equipment ground conductors :!!hall be #2 stranded, THHN (green). H. All 'telephone equipme,nt ground' connections and splices shall be made with "Bumdy Hyground" connectors except where noted oth~rwise. J. Paint at all ground connections shall be removed. K. Contractor shall check resistance between building ground (el9J::trcides and cold water piping) and telephone equipment. ,Maximum. resistance sh.all not exceed 5 ohms. 9. UTILllY SERVICES A. Utility service requirements are shown on the drawings baaed on information available at the time and are not guaranteed. B. The contractor shall verify the exact method and requirements of service by utility companies during bidding and include all costs for a ,complete system in the bid. 10. PRODUCTS A. All materials shall be new, conforming with the NEC, ANSI, NEMA, NBFU, and shall be U,L listed and labeled. B. Provide metallic conduit, tubing and fittings of types required. Zinc coated steel EMT permitted in dry, protected locations, provide rigid metallic conduit where installed in or under concrete slabs, in contact with the earth, under public road ways, in masonry walls or exposed on building exterior. Provide 3• concrete encasement on all rigid metallic conduit underground. rigid, metallic conduit shall have zinc exterior and zinc enamel interior: C. PVC schedule 40 may be ,used as permitted by code in lieu of rigid steel conduit for underground applications only. Install ci code sized insulated conductor (green) ground wire in non- metallic con.duits. Use rigid steel elbows. underground applications, device applications and sized #4 AWG and larger. Use type lHHN for sizes #12 AWG, #6 AWG. Minimum size for power wiring shall be #12 AWG. E. Provide galvanized coated steel boxes and accessories or required sizes to accommodate all devices and wiring. F. Duplex receptacles shall be specification grade with ivory finish (unless noted by Architect), 20 amps., 125 volts, three-wire grounding type, NEMA 5-15R. Mount receptacles at 18" above finish floor unless otherwise indicated on drawings or in details. G. Toggle switches shall be 20 Amps., 120 or 277 Volts AC, specification grade, ivory (unless noted otherwise) finish. Mount switches at +4' -0~ above finished floor. H. Panelboards shall be dead front safety type with anti-bum solderless compression approved for copper conductors, copper bus bars, full sized neutral bus, ground bus and equipped with quik-make, quick-break bolt-in type thermal magnetic circuit breakers. Mount top of panelboard at +6' -3" above finished floor. Provide typed circuit directory. J. All circuit breakers, magnetic starters and other electrical equipment shall have an interrupting rating not less than maximum short circuit current to which they may be subjected. 11. INSTALLATIONS A. Provide supporting devices for all electrical equipment, fixtures, boxes, panels, etc. Support luminaries from underside of structural ceiling, equipment shall be braced to withstand horizontal forces in accordance with state and local code requirements. Provide prior alignment and leveling of all devices and fixtures. B. Cutting, patching, chases, openings: Provide these in these in this contract where required. Lay out in advance to eliminate unnecessary cutting or drilling of walls, floors, ceiling, and roofs. Any damage to building structure or equipment shall be repaired by the trades involved. Obtain permission from the Architect/Engineer before core drilling. C. Clean-up: Remove all materials, scrap, etc. relative to the electrical installation one;! leave premises and all equipment, lamps, fixtures, etc., in a clean, orderly condition. D. Where new transformers are required, transformer shall be dry type, with 2-1/2:il: taps above normcil and four 2 1/2:ii: below normal. Voltage and phase shall be indicated on· the drawings. E. Where new transformers are pravided, transformer shall be rated for 150'C temperature rise above 40'C ambient. All insulating materials shall be in accordance with the latest NEMA standard for a 220"C Underwriters Laboratories recognized insulation system. Transformer to be as manufactured by Square D. Jefferson, Heal(Yduty or approved equal. · F. Sound level shall be guaranteed by manufacturer not to exceed the following levels: !! 25 to 50 ·KVA .:_ 45 dB 51 to 150 KVA -50 dB 151 to 300 KVA -55 dB 301 to 500 KVA -60 dB G. Transformers to be floor mounted or as indicated. The contractor shall furnish and install all labor and material to mount Transformers. H. No transformer, existing or new, shall be placed in service, not even for temporary use, until all code required grounding of transformers, and prudence avoidance guidelin11s for the proper distance for electromagnetic field has been set forth as as clearance to habitable areas or machine rooms has been complied with to satisfaction of approving code authority. I. These drawings indicate finished requirements for electrical system, equipment, outlets and devices. D1,1e to structural conditions, mechanical equipment and piping interferenc;e or manufacturer requ,ired clearances, retained existing facilities, or for other reasons, contractor may desire to install work in a manner different from that shown. Such ,changes shall be 'presented to the owners' representative for approval before proceeding, and record drawings shall be accurately revised to show changes as completed. 12. LIGHTING FIXTURES AND LAMPS A. Fixtures shall be the type indicated on the drawings and shall be U.L approv.d. CONDUIT RUN UNDERGROUND -3 CONDUIT STUBBED OUT AND CAPPED -T-TEI.EPHONE CONDUIT RUN WITH PULL STRING IN PLACE @ PORTABLE GENERATOR RECEPTACLE CJ DISCONNECT SWITCH 0 GROUND ROD 0 TEST Will 8 XIT GROUND ROD ~ MANUAL TRANSFER SWITCH AND REVERSE GENERATOR RECEPTACLE la:::n---"·I FUSED DISCONNECT SWITCH ~ MANUAL TRANSFER SWITCH 3/4" SANDED AND PAINTED CDX PLYWOOD, TEI.EPHONE lERMINAL BACKBOARD "rTB". UNLESS NOlED OTHERWISE. ABBREVIATIONS A "AMPS" AfF ABfNf. RNISHED FLOOR AGB ANIENNA GROUND BUS BAA' AIC "AMPERES INTERRUPTING CAPACllY". C. "CONDUIT". WITH (1)PULL STRING IN EACH CONDUCTORS AS REQUIRED BY DRAWINGS OR OR SPECIFICATIONS c.o. "CONDUIT ONLY". PROVIDE MIN. EMPT'( CONDUIT EGR EXTERNAL GROUND RING GND GROUND Q) JUNCTION BOX KVA "KILCM>LT -AMPERES" KW "KILOWATT" MGB MAIN GROUND BUS BAA MTS MANUAL TRANSFER SWITCH o:c. , "ON CENlER" SGB SECTOR -GROUND BUS BAA UNO UNLESS NOlED OTHERWISE V "VOLTS" a. !:I § § ~ cj~i ~ ~u, I--::, Ill ~ w~1- I ~id ~I . ffig. § } ~ ii 3~-· Q ~ ! i~; J-,;g~! t-" :t I ~; ~lS 15..r ~I z ~ ~ ~~ 0 ~t I ~~ >41S 0 <1 ~ ~ 00~ ~· ~~ I 0~ t;..) z~ ! ~; . ~ ; ts It! .,_.,.,_!PROOF, NEMA 3R B. All flµorescent fixtures shall be furnished with the energy saving, high power factor, U.L and CBM certified. class •p• ballasts. ·I 111P WICATlll'I _ type as 'indica~ed !]nd as manufactured by General El11ctric, · I! Sylvania or Westinghouse. All incandescent lamps shall be C. Lamps Shall be new, furnished with each fixture of wattage and .-1 ... ..-.... -.... --· -.. -·--_.. -I 'Iii I I I I I I I I I I 1 GENERAL NOTES _, ""''" fyp, ""'· 1 SYMBOLS AND ABBREVIATIONS 11-E 1 I 7 _J J r ,., ) () L ~ ~ >-------'" "" /h-1.,_,--------'!!o-,,,.. g ~--1 '1 , 1111r,/''>:_~------. __________ rr-----\ \ 111 -------------...-. ""'!__________ ---' ' C I ·, -------------. I I I I I ' ' ' ' -------------------------' ' ' ' ' ' ' ' ' Tl I I I I I g ----~----· , , •-, I I · ~ , ----, , • -I I I I ' ' ' ' • '\ . r,,,... , ~ \ :5---------------------------------------. -. -··-·-. -... -. ·--·: ·~~·---' _,_,_, _LJ_ I cf==::1 : I \ ·~ \ ', \ ~ \ \ \ J~(:) \mZON ffllfSS' ---~L--:.--:im r>a£lS ON aa 'v-----(E) PENTHOUSE ROOF aa (E) PARKNl, lYP. "'--L~~ "'--(E) BW>ING ROOF TOP~ (N) PNW'El' IIOUNIED COO rJa.E TRAY • • • • • • • ti 111 lllj 111 rn (E) SK'l'UGHT· aa (E) MECIWiCAL EQUIPliENT, lYP~ (N) \mZON WIRELESS' aa PN£1. NffElfW! IIOUNlED BEIIND (N} FRP SCREEN aa SEE • aa aa aa aa aa aa aa aa aa aa aa aa NOTES: CD (E) 2000A DISIRllUTION BQl,RI) ON SECOND FLOOR NI) (N) VERIZON P<MER & lELCO SOURCE. @ (N} 50 KVA SIEP-DOWN TRANSfllRl,ER NH> ENCLOSED 200,\ SECON11MY CIRC\IT lll£Al<ER. ~ \ \ \ \ \ ·\ \ ~ \ ·\ \ ~ ,I ·~ -------- V' :::::,., I ~I I I I I ,. I (E) MONTORNl SUB-MElER (E) IWN 2000\ CB I I -1u1 I I :~:lll IIAlCH EX1S11NG d,I (2 NOTES 0 (E) 2000A, 2TTV/4f!l.'N, 31, 4W, DIS1RIBU110N BOARD YIITH (E) M<NTMING SUIHIEIERS NI> SPARE CIRCUIT BREAKER FRAMES. ~ PRO~ 2-#1 lHYIN Cu, 1-16 lHYIN GNl; 2"C. ~ 0 ~ ~ <i> ~ PROWlE SlEP-DOIM lRANSRRtER TI, 50 KVA, 220C INSUI.AllON, BOC RIS£, 48/N-240V/12fN, 1,. PROWlE 1-~ BARE Cu GROUtll IN 1~ 10 COOE APPRO'tm QlOUN) SYS1EII. PROWlE J-3/0 THlll Cu, 1-12 THlll GND: t'C PROWlE ENa.OSED 200A, 2P, 240V, 10<AIC Cl!CUIT BREAKER llllllN 10' a' 50 KVA SlEP-DOYIN STRANSFalllER. PROWlE 200A DISC<HIECT. DEi / DE CABINET. "-~ § § ~ (_)~i ~ ~lb I-:, .. ~ @~Ii ] ~a: is 1 ~In ffi ~ §i• ~ ~-. ~I . ~ r !~iii -l ,, .. J l.# l 1! ~ 'l' ~i ~c.'S li!!i ~~ ~ 0 ~ :c.,, ut!J U)Jl 111f.a~ ~ a e,,.oo ~di~; ~~I~ ~ -~~A i=~~ t.) i O t!J ! ~~ : l'/lO ~ ~ II 111-111111111 Q l~E 2 I SITE POWER/TE.LCO ROUTING PLAN !\7i. l 1.~. 1 SINGLE LINE DIAGRAM 2 · 7 _J -, J i:- {' II i} L M M M -o LJ -a POWER/TEI.CO NOTES: (D P0'IIER RUN: 2"C-3 #3/0, 1 #2 GNO FROM (E) ELEClRICAI. ROOM ON SECOND FLOOR (\mFY ROUTING IN FlEID). ~ ~ ...,l.BJ ""D @ mco RUN: 4• c.o. YlllH PULL ROPE FROM (E) MAIN mco BACKBOARD IN MAIN mco ROOM ON FIRST FLOOR (\mFY ROUTING IN RELD). @ 200A DISCONNECT. r- l I I I I ~7 I I I :-. 7;: t I I $ ' I t /IDEI l DE~: RE ®-1'1~ 4 ~ I \ ;\. \~ I I l I I I I -1 - I I j· a::::] rr ~·-RE II I ~RE 7 I I I I 1---- • \ \ '\ \ \ \ j ..___ ' $ I ~ 7 © 2"C-3 #3/0 CU, 1 #2 GNO @ (N) DEi / DE CAIIINET. I lt===jj~ I L _______ J ~-------~-----------J I @ (N) lB.CO CABINET. I I I EQUIP¥ENT AREA POWER/TELCO _ROUTR!_G Pl.t\N I n M' M Cl l23J i=---------------7 I I ---c:.J 7::.1 7:J d I DEi r---7 D RE 8-rro I WURE I D I I I I I GROUNDING NOTES: G) 1"C-1 #2 111G SOI.I) COPPER ~ B0111 lO, (E) INI : El.ECIRICN. SERVa: GROUNDING B..ECIROOE. @ 'IIGII", SEE@· I @ 1"C-1 f2 111G SIPMlED INSIA.ATED COPPER COlllUCTOR FOR EQUPIIENT GROUNDING (IYP.): .._ I I II II +.I. 111 11---- @ 1"c-1 #2 111G STRNlllBl INSIA.ATED COPPER COlllUClllR lO •,at /if 00! SECroR. I I I-'-----~ I I u-------'ll I· L ____ . -. ----------~------·-----J I II I 181 Q I-~ 0 .5' l' !. lv:r!f-o·I 1 l23J a. !'! ; § ~ .ell! ~ ~1,, UJ$ -1-:, ~ [j§lii if"' ;s t min -, 1 -~ "§ ~I i~ ~I ~ ffii 0. ~~ r(l~ >4d ea1111. -· ~r1:1 :St ~g ~; e~ffl u !" ~1, i aii= i! 1111 ~ I I l I ~ . ' I Sheet --h ' i_qUIPMENT AREA GROUNDING PLAN : lrn Hvt..e2 I I E 31 7 _J r J NOT USED SCAlf: PANB.' A 200 A Main CB 240/120; 1-PIIAS£/3--2GOAIIMI IUS -SURFACE --'IIIOIIDIUS' 100K IEJ1IW. 1US 1'IPE -1 IIAIIC8!EIIESIIA1me4Z-MIC L R M D CJL • LOM>l#EAS L L I.OM)-,.:S • CJL D M 'R L -LDCA-1 2 NIDLDCA- 121111 20/1 1 --.i6SHEIF,II -DE IEAlDI z 1D/1 12D 1-2011 3 --.i6SIEIF',.--EIEIEAD 4 2llll 110D .... 1D1.l 5 -----• 1D/1 -ll(1Q . 7 . -·-• 2011 2011 • ·--·-1D 2011 .. ,, 11 ·--·-12 3111.l, 2011 13 ·--·-14 . :IOI.I 15 ·--·-11 3111.l . 17 ·--·-11 . 3111.l 11 ·--·-20 »I.I . Z1 ·--·-n . 31112 23 ·--·-24 »II . Ill ·--•ia. • 'D Sl'ACE -•ACE • 2011 ZI ll'ACE -SPACE 311 31 Sl'ACE -Sl'ACE 32 33 •ACE -Sl'ACE 34 311 •ia -Sl'ACE 311 'S'1 .ACE -Sl'ACE 31 31 ,ACE • •ACE 4D 41 ll'ACE -'SPACE 42 -1 ... ID.ID c.1La.U110NS 10TM. kVA (U) • --,, 101'.M. kVA (l2) • 2J.33Nil'S ,I 10TM. LOAD -40V !11.11 Nil'S ,J PANEL SCHEDULE SCN£: L 3 9 3/8" DIA. WllH 1/4"f ANCHOR BCllS IN MASONARY l'IPICAI. EXOlHERMIC YIELD f2 SCllD TINNED COPPER GROUNDING CONDUCTOR TO EGR T&B #32007-ED DOUBlE HClE WGS WllH 3/B"f BOl.15 (FOR #4 TO 500 MCM) 21/2" .EB!fil.m MAIN & EXT. GROUND BARS "MGB" 1 · 1·-0· 5/B"(TIP,) • I 1 • I I I I 0 QOOOOOOOOOO ~, I 0 0 0 0 0 0 0 o,o O 0 1 4• DtELEClRIC ISOLATION STANDOFFS .5IDU1EW SCAlf: 1-112·-1·-0· ? ~ .., 2 6 0 0 0 0 0 O O °/ O ~ '"' (n,.) 1/4" lHIQ(.../ 1/4"f (TIP.) / "AGB" & "SGB" I SCALE: I 5 9"•1'--0" NOT USED SCIU:: 8 .. NOT USED SCN£: 1 NOT USED SCALE: N.T.S. '"4 NOT USED SCALE: 7 ~§ ! "'~ -o~iil ~ ~lb ~ ;!Ii :ll ifl= .s i ~,u !, !~ ;;is g.., ~~ 1· ;7 l ! ~ 0 :z:. 11>3 ; !/( I ! ~i ~ ~ ..i ij• ~ '"'I i II . ;; ,I! ti' i! ' s:I ~ I ·1111 ~ I 11 I I 111 rE 41 7 _J I L @ @ C C ~ . ~ . ~:~ ~:~ C/) ~-lg,~ ~:~ -,, C/)1"" C/)1"' ~g ~g ~w ~w ~; i; ~o o ,~ ,~ "'I"" v,I;,; ~g V>o ~-' f=,l:is "'w o-,co ~It ~It 4! ,~ l a·-o· l 'I 'I I 1/ 00~~~4 I I CONNECTIONS TO (E) . 1 1 ROOF TOTAL ' r{N) PIPE 5xx-STRONG 1 I __ I 21·-3· I .. I I I I , ·1 , / , Ir 7 , L l_ ______ J ________ J ________ l _______ l ~~ 1 __ @jro _______ J ~~eua:"'~ ! \ ~-\ \ , (_) C) C) \ WBxJl \ , \ I ! f ,,-{ I • ---I 'I I ------------, I I I I I i2 I ; ------+-----.---------,,, --------7----,1i I r-1---t---------,1,---------------,1 '-5{ I i ! t i Ii L_.J i l I. [ ! ! I I I I ' . I ,qi II! I. I I , , I I' I I on \\ "' i r-I "' 'Ii "' !Ii I,;, I "'ill "' II ._ -11, ..-...--..-.,.... 1 ~ \ ~ 1 I l I ~ , 1, ~ ! l :'~\ , ... \ I~ 1 ~ 1 I ~ i t I I s= \ s= I --! ~ !Iii s= l' i ,.,., \, ~" I~ I I 3= i lj 3= jl I I ' I r, ' 'II 'I' , ' I 'I: 'I I '..... l L.J I i_ i1 J j j I I : I j I I ,1 C6x13'-,_ I ; C6x13 !'1:I C6x13 :•, i C6x13 ! : '1 I C6x13 . '1 i C6x13 ii I (N) REMOVABLE STEa GRATINGr'\ .,.. --T -q, ---1 ! -· ,_r i-; ~ -· I _, I I ··1 ,.....__ ~ I \ I ' I \I 1 Ll'1 :=·1-I 1 ·)'• SIM.To'"' 11 i1 I ·\i \87, . I I\ \81 ii \• I ,, I I . I \ ''{ I\ \ I ' ' I •I ' I\ I \ I i\ \\ \\ I • (Nl 3'-6" HIGH cuARoRAJL\\ , I ', I '""' I 1 , • J , I 1 , I 1 , r AROUND PEREMflER OF . 1 '-1 ' d2 1 ' \, , '\ 1 \ \ (N) PIPE 1 ' "h EQUIPMENT PLATFOR~ , I ''-.__ _ 1 \ , 1 ~ I I_ '-..._ \ I \. ! ' l)'(, 5xx-STRONG I , ! LUI , I --,_,, \ I \ '-\1 " 'I I \ '-1 • I ~ • • ' \ ............. \ ' t ' 1 _ ~ , I I 7 '-..._ I I W8x31 ----J '---.._ I ', '-..._ I , , -1--. -. --: ,_ ---_ _,n_ I -.::..::.......----!-_L___ -. ---1-__ rr-, --...__ -"-l --...__ --1-l._ __ t I 1 1 1V '1 ---1 J 1 ·.;;:i:::;--------r· ..! ---1 .l I (Ju I I ,?\ ! I 1 ! I I I t '87 I 'I® I I I t I 1 ~ 1 I I I I I I I . I\ 1/ (N) PIPE 5xx-STRONG -I I I l I l I. \ 3'-3" / / .!-3'-7" 1.j 3'-8" •. "S-9" l 3'-3" •. 3'-9" . (P) d 6x13, AlTACHtf l .,,_ W8x31 WITH 3/16" Flllff 1 wan, 2 ]Yl', I ! {P) ACCESS STEP ':-- ' "lo I I I I I I I ' REQUIRED SPECIAL INSPECTION SPECIAL INSPECTION: ITEM REQUIRED REMARKS 1. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAi. 1 CONCRETE 4000 PSI NO NOT USEO INSPECTION MUST BE COMPLE!ED AND SUBMIITEO TO THE INSPECTION 2 BOLTS INST· IN CONCRffi NO NOT USEO SERVICES DMSION. 4 REI.NF STEa PLACEMENT NO NOT ·U~EO 2. AN APPLICATIO_N TO PERFORM OFF-SITE FABRICATION MUST BE SUBMIITEO 5 STRUCTURAL WELDING YES S2, S3, S4 TO THE INSPECTION SERVICES .DMSION FOR APPROVAL PRIOR TO FABRICATION. 6 HIGH STRENGTH BOLTS NO NOT USED 3. A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION MUST BE COMPLE!ED 11 DRILLED PIER/CAISSONS NO -AND SUBMITTED TO THE INSPECTION SERVICES DMSION PRIOR TO ERECTION OF 13. 1 SOILS NO _ PREFABRICATED COMPONENTS. 13.2 SOILS NO _ 4. WELDS INDENTIFIEO AS REQUIRING CONTINUOUS OR PERIODIC SPECW. INSPECTION i :>-i ~ ~; j~ I ~I ii! .; I ~ ~ ~ ·-~ C: .II i :Ji ~ ·o ~ ~ ll.. ·E-< z fi1 ~ I::> a !1,;l ij ~i ;:;.s Ii!,.; ~~ ~ :c. (J}! ~ i;; ~ a, 111 I I I I I I s I r----r-+--1--L I i o! I s i ~Ii :II !a f 15 2000PSI NON SHRINK GROUT NO NOT USED NEEO NOT HAVE SPECIAi. INSPECTION WHEN THE WaDING IS DONE IN A 16 OFF SITE FABRICATION YES ALL STEa FI\BRICATOR'S SHOP APPROVED ANO REGISTERED BY THE CITY OF SAN DIEGO, Bhcet 17 NOT TESTING F.P. WEI.Il AT BASE PLATE NO NOT USED HOWEVER, THE APPROVED FABRICATOR M~ST SUBMIT A CERTIFICATE OF COMPLIANCE · IN ACCORDANCE WITH CBC SECTION 1707.7 • SPECIAL INSPECTION NOTES : ~~ : 2 EQUIPMENT PLATFORM PLAN :3,;CA~ 0.: 1 s -1 7 . _J ' L l GRATING (W-19-4 1 t/2"x3/16") -----~.....--1----------------/-~~~----------- ~ .... + lx, ~ "' I I r~jl 1,:, 1 3/~- ~ 4• I l,l 11,,1 \ W8x28 I OR W8x31 L7"x4"x3/8"x0'-4 3/8" WITH (4) 5/8"~ BOLTS ;; GRATE (W-19-4 t t/2"x3/t6") PL 1/4" STIFFENER SINGLE L7"x4"x3/8"x0'-6" , ___ , __________ l_f.31sx15 OR C6xt3""'\ ___ %-l%,.._ ~ ~1~ -"' "' .... ~ ..... ,~ '?;;-c-41~ I // // I,{?/' // {/ /I I ·--1----+----'k 5/8" Ml~l 1 5/8" EDGE OF CABINET VERIZON CABINET BRACKET, BY OTHERS s;a·~ BOLT WITH NUT AND WASHER cc::::s:::::, a=_ GRATE (W19-4 1 t/2"x~16}~----t:;:':;:'a I I ___________ _ W8x28 OR W8x31 ------------ SADDLE CUP BY GRATING MFR. 1/4"~ BOLT MIN. STEEL SUPPORT STEEL GRATING, W-19-4 t 1/2"x3/16" GRATE STEEL BEAM PER PLAN BEAM CONNECTION DETAIL SCALE. 1 7 I BEAM CONNECTION DETAIL SCALE .. I 6 I EQUIPMENT CONNECTION SCALE I 4 I SADDLE CLIP DETAIL 3/i~o·I 111 ':,, _, a, I I I I I I I I I ---r--,- I I I I I I l_ I I I l+I \ I I I+ l l ~-..,.----+r-,---- I I 'IH I I ± I I l (E) TOP RAIL, TS L2x2x1/4", TO BE REMOVED ------------------ SIMTO@ 4'-0' TYP l (E) .TS 2x2x1/4" 8'-0" TYP --,----'+ + ± 1 .5.:~ 'b ;), •. ': -.. L> ".d • ., • • • •• • .J. . . ., . ,,:,"' .! ~ ~ • ~~f~~~~_J1 ·-: __ f\._j~~r-\._;__;~ r ___ j l I • ' I I I I I, I I+ I I I @ (N} TS 2x2x1/4" TOP RAIL CONTINUOUS + 'o ,. "' t:=±::i+t=:t:====:::::==========1+t:::=:}-,I. I I+ I I I I+ I I l (E) TS 2x2xt/4" TOP RAIL CONTINUOUS (E) TS 2x2x1/4" SCREENWAll SUPPORT (E} CONCRETE SlAB ·+ + • ~ -•• : ,t._ ~ • --~-., .c.:_. _·--------= 4 --~---,< • -<:.. . ------~.,,--~ ~\_J~~~-\_J,.~.r-,.,___;~-"-\_:__r~ NOT USED ~ ; : rd ~ ~ "' I~_" + ,.1 •. ~~ I 21 1 STEEL SUPPORTS------ /:-/· SADDLE CUP, MINIMUM OF@ TWO PER STEEL SUPPORT, 1 SIX PER GRATE PANEL S2 • j;:J: ~ ~ .... ..... m.,;, a;.;o;;-,.;· ~" I .Ln :~"f ~a i I • · TYPICAL SCREENWALL AT. ANTENNA MOUNTING 1.:,~0• 8 TYPICAL SCREENWALL EXTENSION SECTION 1-:~-5 . TYPICAL GRATE .PLAN _____________________________ ...,_ ___ .....,__. -92 ~ ..... ~ \ C: .BL lj! 5 !! ~.., ~! --z ::: 0 IB~ .)j (/) <( I 00 ...::i ~~-~ t==: I la;! A ;Si ~ ll::j .,_;.:;u 0 ~I s ! i:i... ; i illl li;l----'---t--'-+-'-_j_J_Ll li--t--+---1--L-I § "' I Iii! d ! l<i I lo 7 _J r L (N) TS 2x2x3/ 16" BRACE q / ·1. q I. '% 'I /,/, /f/ ;:'-/ , .l, /, /7 1 >x/'.,/.t' .,, ,/. ½. \__ ,v ~,/ (E) TS 2x2x3/lS" / ~ BRACE V.1.F. / / >, r(E) ROOF (E) PITCH POCKEf O (E)7 BRACE CONNECTION TO ROOF TS 2x2x3/16" PL 1/2"x3"x12" 3/16" TS 2x2x3/16" KICKER DETAIL _:~--I 7 I KICKER CONNECTION 8\/ / I I I I \ /' //' ; I , ,, ,~/ // , 1' (P) TS 2x2x3/16" BRACE /,t // ,/,/ #,,,,, ... /,1' KICKER CONNECTION\& ,/;~',,' TO (E) ROOF SEE / ,' ffi / / (E) TS 2x2x5/16" 'Cy ,., 1/ BRACE "'; .,, ,,,..,-'r'; ,,,' / , ,, \ I r I \ r 'I ~ Q in 15 f (N) RF TRANSPARENT [/;l SIDING AT ANTENNA I= 'o I CONNECTIQNS, (NJ u. _ 1 MEfAL SIDING AT .'.:_ "' OTHER LOC\TlONS, -25. ~ ~ I "' ~ MEfAL SIDING ~n~~ I (E) TS 2x2x3/16" SCREEN WAil. ~ Q in ~ :::E g 1/2"¢ BOLT, TYP. ·11 / '• '• ', SAW CUT BELOW TOP TS 2x2x3/16" AND REMOVE 'o .,_,....._.,._--'lo,-;'.. I 9 "' 1/2"¢ BOLT, TYP. (E) TS 2x2x3/16" IJ~~!l. 16 (N) TS 2x2x1/4" CONTINUOUS (N) SCREENWAIJ.. ADDmON {E) SCREENWAIJ.. PL 5/8x2x6" i 'o ~ ~r· -;::,. TS 2x2x1/4" 1/2"~ BOLT, 2 TOTAL (N) RF TRANSPARENT SIDING TO MATCH (E) MEfAL SIDING NOTE: BOTTOM CONNECTION DEfAIL SIMILAR (N) ANTENNA C6"x13"x10" 1/2"~ U-BOLT PIPE 2 STD. FOR ANTENNA ATTACHMENT ANTENNA MOUNTING DETAILS 1/2"~ BOLTS, TYP. #10x1/4" HWH SELF TAPPING TEK FASTNER (P) MEfAL SIDING TO MATCH (E) 1 /2"¢ BOLT, TYP. (N) TS 2x2x1/4" -TYP. {E) TS 2x2x1/4', TYP ~~-$ ~ + U -TS 2x2x1/4' 10· z 5l ':- 2:=~o· 14 ANTENNA MOUNTING DETAILS (N) TS 2x2x1/4" _.,..-r . ii ~ -, (E) TS 2x2x1/4", TYP TS 2x2x1/4" tHI HI ff S:I =:T ~I § @' +- 1/2"~ U-BOLT C6"x13"x10" § @' PIPE 2 STD. FOR ANTENNA ATTACHMENT I SCALE I 1 i'°,,J',:O" 1/2"• BOLTS, TYP. '-PL 3/8x2x6" ----s;a·• BOLT, TYP. • • •• ~ ~ ·31: C: II, i~ ~ !! .. i;:.., ~I ~ :r: u rnjt I ;S ~ >-4 ~ l:l ~I A :sis I I ...:11 cJ i l:l l:l ! ~ 0 ~ ,:! rt.I e ~ 1 il! i!i ~ I I r I I iii I !, -iii iii ~ ! !a I i, I ~1~ ~I ~1i 1 I I / ~ 7 I 1-I I / .-~heel' \ / ; SCREE~~-~CKER : ':' : 8 SCREENWALL SC'f!ONS l,-~.-: 5 • SCiiEE!!WALL ELEVATION : ,~: 3 s -3 7 _J I ., L '• PL 3/8'x8"x10" PIPE 5xx-STRONG + + PL 1/4" STIFFENERS 5/8"-BOLTS W8x28 PIPE SUPPORT SECTION ~; ~ .,., 1'-!o" ii 'b -;.'.. tr + + s 1 1/2" 111r PIPE SUPPORT SECTION (E) EXTERIOR WALL FINISH Pl COOT UNISTRUT [ 2" I 2• + _SCALE_ I 5 PL 1/2"x12" SQ. PL 1/4"1YP STIFFER \ ~ (E) EXTERIOR~d ' ~ ; iv(E) C 3 5/8"x18 GA WALL FINISH ; j ! i , STUDS @ 16"0.C. !·' .; j!: : : ;,.[I ~ ~e,ocm~- L~------i ~ _ ... ______ ... 2 3/8"-, PIPE FOR DISH MOUNTING UNISTRUT Pl 17 PIPE CIAMP 1/2'-BOLT, 1YP I :z :il b I ;., •5~--I 6 I PIPE SUPPORT SECTION 1-:~0-14 2 3/8"0.D. PIPE FOR DISH ATTACHMENT (E) C 3 5/8'x1 B GA STUDS (I 16"0.C, UNISTRUT Pl 117 PIPE CLAMP EQUAL lYP, EQUAL lYP. ~ (E) C 3 5/8'x18 GA. STUDS O 16'0,C. 1 /2'-BOLT, 1YP 1/4'-xl 1/4." HWH SELF TAPPING TEK FASTNER TYP. Pl OOOT UNISTRI/T PIPE Sxx-STRONG (E) SLAB AND (E) STEEL} DECK ...-,r---7' .---zr. <!_ 5/B"-BOLTS. (N) CHEMCURB PITCH POCKET, 1YP. .. .... :ti .• PLATFORM , CONNECTION ELEVATION SCALE I 3 STEEL BEAM PER PLAN REMOVABLE 1 1/2"• O.D. GUARDRAIL 2"• STAND PIPE SUPPORT PIPE 1 1/2" STD. GUARDRAIL POST REMOVABLE E7018>---+r------... 3/16 2·• STAND PIPE SUPPORT E7018 l 1/8 1 2 ' INSTALL TOP OF WBx24 LEVEL AND HORIZONTAL Pl 1/4' STIFFENER EACH SIDE. 5/B'-BOLTS. PL 3/8'x8'x10' li'P) 1/8 f') AJ3 ~/4' STIFFENER EACH SIDE EXISTING CONC~fil "\ . -·· . (E) STEEL DECK ~ JI!. Pl 3/8'x5'x12" TOP CHORD MEMBER OF (E) STEEL TRUSS JOISTS, V.1.F. b _, PLATFORM CONNECTION SECTION SCALE 1"~' PL 3/8'1 GUSSET PLAN STEEL BEAM PER P~ • . TACK WELD TWO LOCATION ;:::th.. . : ~ ,, PL 3/8"• GUSSET ~ Pl 1 / 4 'x3' SQUARE WITH 1/4"• DRAIN HOLE SECTION $ 1 ~ ~ -~ II ·t ~ ti ~i IC. ~~ .. gw ~ ~ ~: ~ ~I ~ <!l-~ .,.;:l~ ~ ~i --z ~ 0 :r:. (/)~ !2 ~I ~ u! j ~ P-c ~ I!! BIii I •·r:-7 L1-~-L_L_S-EC_T_IO_N_A_T_P_I_PE-S-UP_P_Q_RT _________________ =62--.-,-.~=~~-n•~l7--1-I-G-™_R_D~-A-IL----CO~N-N.-EC_T_IO_N_T_O_B_E_A_M ________________ ~-,1~~~~~1~21~-4 7 _J r . .. .. L .. GENERAL CONDITIONS ... I. lHIS PROJECT INVOL'tcS NEW CONSTRUCTION AT Ni EXISIJNG SfiE. lliE PU8UC HAS ACCESS TO THE SITE. SUCH CONsrntlCTION AND l'«>RK DlFFERS ffiOJ,I CONSiRUCTIOO ANO WORK AT A NEW, OPEN PROJECT sm: THE PROJECT CONSTRUCUOH ANO WORK MOUND AHO INSllE TiiE EXISTING STRUCTURE SWU NOT DISTURB IBE EXISTING MATERW.S, ROOF WEATHER-TIGHT INTECRIT'(, AHO SUPPORTS OF THE EXISTING STRUCllJRE. If IS NOT rnE IKTENTIOH Of THE PROJ£CT OAA'MNGS AND SPECIACATIONS THAT THE PROJECT CONSTRUCTION ANO WORK R8l\lCES THE STRUC!UR/1. ttm:CRJTY OF THE EXlSTING STRUCTURE, NOR REDUCE IT'S ASIUIY TO SUSTNN TiiE FORCES AND STRESSES IT WAS DESIGNED TO RESIST. k TiiE INTENT OF TI-IE DRAWINGS IS TO PR0\'10E STRUCTURAL stfPORT FOR lliE ID.ECOM!,H.RilCATlON EQUIPMENT, AN!ENl<AS ANO SCREENS. STRUC!UR/1. UPGRAOC OR THE REPNR OF OTHER STRUC!UR/1. OEflCIENaES AA£ NOT WIIHIN THE SCOPE Of THE YKlRI< Of THIS PROJECT. B. THE STRUC!UR/1. ORA\llNGS ANO OErM.S 00 NOT INCLUDE OES1CN OR 0Erlll5 FOR ORNNAGE OR WATER PROOONG Of EXTERIOR OR /NlERlOR SURFACES OF THE BUIDNG OR STRUC!URE. THE STRtx:lUR/1. ENGINEER S!W1. NOT EE RESPONS!Bl.E FOR WATER DAMAGE AS. A RESULT FROM T!IS WORK. C. EXlSTING CONO/TIONS SHOY!!I ON THE PROJECT ORA\llNGS 1/1£ BASED ON AV!/Wl1£ INFORMATION, NO CU>RANlEE IS WDE RECMOING UNFORESEEN STRUCTUAAI. CONIXOONS. CONfUCTS 8EfWEEN ACTUAL COt</1/lONS ANO THOSE SHOY>!I Off THE PROJECT ORA\11/NGS SlWJ. BE REPORIEO TO THE STRUC!UR/1. ENGINEER PRIOR TO PROCEEDING WITH THE WORK. MODIACATION Of DEl'M.S MD CONSTRUCOON filW!. NOT BE WDE VffTHOUf PRIOR WRITTEN N'PRfNN.. OF THE STRUCTURAL ENGINEER. 0. THE CONTRACTOR IS RESPON~Bl£ FOR CONPI.Wlef W11H CILJFORN~ CONSTRUCTION SlfE1Y ORDERS. Rf.\lEW ANO/OR N'PROVIL OF SHOP DRA.,NGS BY THE STRUClUR/1. ENG1NEER Sl!IIJ. NOT BE CD«STRUEO >S N:CfPflNG TKS RESPONSl31UlY, 2. THE ORIIIINGS ANO SPECf/CATIONS 1/1£ FURNISHED TO THE CIJNTWCTOR FOR USE ON rns SPEQAC PROJECT. THE ORGANIZATION OF THE DRAll>NGS ANO SPEQACATIONS ARE NOT 1/filNOEO TO COIITRot THE OM~Off OF THE WORK AMONG COff/RAC/llRS. IT SHAll BE EACH CONIRACTOR'S RESPONSSUlY TO 0MJE THE WORK. THE STRUC!URII. WORK Sl/01'>!1 Off THE ORAMNGS /Nt<CAlES THE COMl'tEIE Tn£COMMU~CATION STRUCTIJRE. DEl'NlS OF CONS(RUCTION NOT FULLY SHOWN SH.Ill BE OF nlE SIME NATURE J.S SHO'lm fOR ~NI/JR WORK. N« CIWiGES TO THE ORAll>NGS ANO SPEOACATIONS REOUIRE THE REVEW ANO WRITTEff '1'PROV>L Of THE S1RUClURII. ENGINEER. 00 NOT SCIJ.E THE ORAMNGS. J. IT IS THE CONTRACTOR'S RESPOffSIBIUlY BEFORE STARTING THE PROJECT WRK TO MA1<E REID OBSERVATIONS AT Tl£ PROJECT SITE. AHO mllfY /LL EXISTING AND PROPOSED AEID DIMENSlONS, El.EVATION~ MEASUREMENTS, SPAGING AHO CONO/TIONS FOR CONFORMANCE W11H THE I/I/ENT Of THE ORAWIIGS NID SPECFICATIONS. ERRORS, OMISSIONS 00 OISCR£PN{CIES 8£TWEEN lHE DAAWNGS NIO THE CONTRAClOR'S REID OBSERVATIONS AND MEASUREMENTS SlWJ. BE BROUGNT TO THE ATTENllON OF THE STRUCTURAL ENGINEER. lliE CONTRACTOR >NO STRUCMW.. ENGINEER SH.Ill RESOLVE IU ERRORS, OM~ONS ANO 0/SCREPANGIES IEWEEN THE ORAWIIGS ANO THE CONIRACTOR'S REID OBSERVATIONS BEFORE lllE COtimACTOR COMMENCES THAT PORTION OF THE WORK. 1l£ SIRUCIURAL ENGINEER SHIU. CJ.RfY, IN WRITliG PROJECT ORA111NGS ~MEN= ANO OErNLS NOT CLEAR 10 THE CONIRAOlOR, IMM~TO.Y lflER DISCOViRY BY THE CONrnACTOR. A. THE ARa<ITECT/ENGINEER, m1!I, TEC!I, ll<C. ANO REPRESENTATIVE OF THE OY>!IER, MUST BE lf/J11AED AT LfAST 1WO Rill DAYS P!l/OR TO COMIENCENENT OF CONSTRUCTION. B. 00 NOT SC/LE BU/lD/l/G IXMENSIONS FRO/I ORAMNGS. 4. PROJECT MATERWS, FNllllCA!ION ·ANO CONSTRUCTION SIWJ. COlfORM TO: A. TiiE 1998 CN.IFORHIA BUILDING CODE lNCORPORATIW THE 1997 ElXTlON OF 1l£ UNIFORM 8tJI.004G COOE, ANO 8, LOCAL GOl'ERNIHG COOES FOR THE AREA Of THE , WORK. rr 1s THE fflEllllON <iF THE ORAwtlGS ANo SPEClflCATIONS TO PR<MOC ANO II/II/TAil ,TI£ FDWJlllNG COHTll(UmES -/LL STRUClURAl COIIPOffEN/S, PARIS, SYSl{MS,'CONNECTIONS, FASTEJ£1/S, ANO ANCHORS SIWJ. FORM Nil PROIIOE A CONllNUOUS PATH FOR THE lRANSfER OF STRUClURII. G!/A\111', SEISIIC ANO /I/NO LOl,OS TO THE CONC!lEfE FO/JHO,\TION-TO-SOIL INlERFl<E. 5. IT IS NOT THE 1/filNTION <F 'THE ORAY!11GS ANO SPEClflCATIONS TO PRESCRIBE THE CONIRAClOR'S MfNIS, METHOOS, TECHNIOUES, SEOUENC£S ANO PROCEIJOOES FOR THE CONSTRUCT/Off ANO, WORK Of NEl1l£R THE PROJECT, NOR THE S/fElY PROO/W,/S IHOOEIIT THERE10. WHERE OErMS NECESSNlY TD IITTCT THE CON!IIUITIES ARE NOT EWlENT NOR CLEAR ON THE ORAMNGS AHO IN THE CONSIRUCllON ANO WOii/(, THE COll1RACTOR SIWJ. NOTIFY THE STRUClURII. ENGINEER FOR WR!f/CATION. 6. REFER 10 OTHER PROJl:CT S!/EElS OR ORAY!11GS fOR El£C1RICll. MECIWIICN.. Pll/MBtfG AND OTHER ITEMS fOR THE LllCAllONS, S/Z£S' ANO l'l!'ES OF PIPES, ·COMIUIIS, ORNNS,'l{NTS, OPENINGS, DUCTS, OAAN l.OOERS, AHO co.lXW. OR WAVE GUIDE UNES NOT INOC.\TED '111TH THE SJRUClUR/1. ORAY!11GS. 7, SUPPORT SYSTEllS, SUCH AS ERfettON IRIGING, GUYS, SHORING ANO SCAmlllVIG, BY THE COll1RACTOR SIWJ. 1/RN:E Nil SUPPORT /LL Ell/STlfC ANO l£W BUID/HG MEl/BERS SUSTMIHG FORC6 1110 lOlllS, BEFORE ANO DURING COIISlRUCl10N Of TI£ PROJl:CT. THE SUPPORT SYS/EMS SHALL HOto ~:"JTS~=-~~IJNTL~~~l~~ TICHIENED AIIO CHECl<ED 8£FORE THE COll1RACTOR REllO\£S ERECTION llRM:ING AIIO S!IOR/NG. A. THE STRtx:lUR/1. ENGlffEER 0/SaJ/MS N« lllOOIY ARISING FROM FM.I/RES Nil /,CC/DENIS DURING CONS1RUC/10N. OBSERVATION "'5/TS TO THE SITE BY Tl£ S1RUClURII. ENQI/EER SIWJ. HOT INCLOOE INSPECIIONllfTHEIB<NEl!Ell7, B. n£ TOP >HO BOTTOM f1.NICES OF EXlSffiG 8£NIIS, N«> TOPS Cf' EXlS11NC CClUMNS ~ ~ (//ORIZONTH.) llRAC/N(l 1/UR/f/G CONSlRUCllON <F Tl£ PROJECT. CONSTRUCTION NOTES GOVERNING CODES, STRESSES AND MATERIALS ... UNIFORM BUILDING CODE SEJSN/C MND STRUClUR/1. STEEL, NEW W-SfW'ES ANGLES, PIAlES, BARS HOLLOW STEIL SECTIONS PIPE CN..VAAIZE srm HARDWARE METIL SHEET, STEEL BOLTS, NEW ANCHOR BotTS HIGH STRENGTH BotTS EXPANSION ANCHORS .IDHESM: ANCHORS WASHERS AT BOLT HOO MO NUT WEI.DING, EJ0/8 B.ECTROOE THROOED Botts, NEW STRUCTURAL STEEL NOTES ... 1997 EDmoN. ZONE 4. WINO EXPOSURE C -CHAPTER 16, BASIC WIND SPEED 70 MPH ASIM A992, t'/ • 50,000 PSI AS/M A 36, Fy = 36,000 PSI ASIM A 500, GR.IDE 8, fy ::: 46,000 PSI ASTM ASJ, GRADE B, Fy = 35,000 Pst AS/M Al2l AS/M 153 ASTM ASTO GRNJ£' 50 AS/M AJD7 AS/M AJ2S AS/M AJ6 -HILTI K'MK Bot! U (ICBO f4$27) HILTI HVA .lllHESIVE SYSl{M, HAS ROD MATERIAi. (/COO #5.169) AS1M ms ANS!/AWS 01.1-99, LOW HYDROGEN B.ECTROOES, ANSI/AWS STRUC!URII. WEI.DING COOE-STEB. AS/M A5BB (Fy = S0,000 ~]. 1. COHTRACTOR SlWJ. REFER 10 THE REQUIREMENTS SET FORTH IN THE DRAMNGS FOR ST£a CONSTRUCTION. STRUC!URII. S1EB. F!BRICATIONS ANO ERECTON SHAU. CONFORM TO ACCEPltD PRACTICE Of MSC SPEOf/CATION FOR S1RUClURII. ST£a lltJI.ONGS -/Ll.OWl&E STRESS DESIGN (ASO) <X>d Pl.lS/lC OESroN." /LL ST£a FABl<ICATION AHO \\ruJ/NG SHAU. OCCUR IN AN N'PROVED FJBRICATOR'S SHOP /,s IOENTIAED lN IBE UtfFORM BUllOINC CODE. THE CONIWCTOO SfW.1. PREPARE AND SUBMIT STRUCTURAL Slill SHOP DRAWINGS TO lHE STRl.lCTUW. ENGltEER FOR REVIEW. 2. STRUClUR/1. STEEL SIW'ES. llARS, PIAlES AND ANGLES SlWJ. CONFORM TO AS/M AJ6, S1EB. MNiUFACflltm'S C£RllflCATION, FURN5H TO TI-IE CONTRACTOR ~O STRUCTURAi. ENGINEER, SHALL CONS/llUIE SUfllCIENT EVDENCE OF CONFORMITY \l1lH THE NSC ANO PROJECT SPEQACATIONS. USE MSC C/aS FOR Botts HOLES, UN1£SS Sl/0\IN OTHERWISE Off THE ORAMHG 0Erlll5. A NJ. srm. SWU BE HOT-QIP GN.VN,tZED. 00 NOT GALVNilZE STEEL EMBEDDED AAD JN CONTACT WITH CONCRETE. B. fElO CUTTING OR BURNING OF sm IS NOT AU.OWED WrTHOUT WRITTEN >PPROVN.. OF THE S1RUClURII. ENG/1/EER. C. BotTED CONNECTION SlWJ. /\',VE A M/N~UM OF 1WO (2) Botts AND CIX,/P/.Y 111TH "!RANED BEAN CONNECTIO!IS -MSC", Pl«r 4 TABLE I, US/HG 3/4" OCANETER AJOl B<l.TS UNLESS NOTED OTHERMS~ 3. ST£a FAIIRICAlOR SlWJ. FNlll/CATE, SUPPLY, RIRNISH ANO llB.l\'ER /LL BotTS. /LL Botts ANO NUTS CONNECTING S1EB. TO ST£a SHIU. BE INSTIi.i.ED 111TH A WASHER ll!OOl EACH Bott HOO ANO NUT. HOlES FOR BOLTS -PUNCHED OR ORUEO -SIWJ. BE 1/16 INCH L1RGER WAN Bott SH/IT WHERE THE CONNECTION ~ A SIEII! 1YPE L<WIIHG, ANO 1/B INCH lARGER THAN THE Bott SH/IT WHEN THE CONl£C/10ff IS BEARING TlPE. 4. ST£a MANUf"'111RER'S CfRTIACATIOH, FOO!<ISH TO THE CONJRACTOR ANO STRUClUR/1. EIIGl!<EER, SIWJ. CONSTITUTE SUfllCIENT EVDENCE OF CONfORllllY \l1lH THE ~SC ANO PR/l.CCT SPEOACATIONS, USE MSC C/aS FOR BotTS HOLES, UNLESS SIKMff 01!/EIIWISE Off THE ORAW/ffG 1/ETMS, 5. AU. IIWltlC SHALL BE COMPlE/1'D BY TI£ B.ECTRIC SIIIElD ARC METHOD, COffl/RM/NG TO THE "STR/JCIURII. MIDNG CODE" AWS 01.1, PERSONNEi. POSSESSING CURRENT AWS CERTf/CATION S!t\U. INSTAil. WROS. INSTAil. Rill PENETRATIONS AT /LL BUii WEIDS. CONlR,IC10R SIWJ. CMR ANO =.oo/Ll.= ~ = ~ ~~.: ~ :e ~l=-TEM FEET OF N«' PROJECT WElOOIG \\llEN WElDflG IS UNDERWAY, 6, THE ~MENT OF /LL ST£a COUJIINS ANO BEANS SIW.1. BE IHSTII.I.ED II< A PUJ•B VER11CN. 1110 HORIZONTIL POSITION, 7, ll'Pl.l' A S/NCLE COAT Of ORGANIC OX/OE PM« TO AU. NON-<JN.VNIIZED, EXPOSED •ETH. , SURfM:ES !fTER CLfNI/NO OF STEEi; ORY FU,/ THICKNESS SIW.1. BE 8 Mill. MlltMlll, 00 NOT PMI/T ST£a EMI/Ell0£D AIIIJ WI CONTACT '111TH CONCRE1E. STEEL GRATING ... 1. COmRACTOR SH/il. REFER TO THE REO\JIREMENTS str FOOTH IN THE DRAWINGS FOR STEa GRATE CONSTRUCTION. METAL GRATE SfWl. BE SIER. W-19-4, fflTH A 1 1/2 INCH OEEP BY 3/16 JNQI TIICK BEARING BAR AT 1 3/16 INCH SPl<lNG ANO A FOUR (4) INCH CROSS BAR SP/<lNG, FNlR/CATED OF PVJN, CARBON MATERWS, THE CROSSBARS AA£ CONNECTED 10 THE BEARU<G BARS BY A PRESSVRE-LOCK PROCESS THAT INSURES A ARM RICIO CONNECllON. IHE WN..KING SURFACE 51-W.L BE SERR/Im>. N.l. STEEl GRATE SWU BE HOT-DIP CALVNilZED CONFORMING TO ASTN A525 SPECIFICATIONS. A. INSTIL!. THE TOP OF /LL GRATE PANE1.S HORIZONTAi. ANO 1.1.\a.. BUIT NJJACEJIT GI/ATE p~as .W:Nsr OOi OlHER, WITH A MAXIMUM ~.W.TlON OF ONE-EIGHT (1/8) INCH. B. INST~ M ENO SAND!NG BAA AT >U GRATEjPANELS. C. NN/lf•N A Ml~MUM CLEARANCE OF ONE-QUARTER (1/4) INCH BEIWEEN THE 0/0 OF A Gl!ATE PANO. ANO AN Ml/ACE/If PIAlfllRM OR WALi. CONPDNENT OR STRUC!URS 2. THE BEARNG BARS SPAN THE lEl/GTH OF THE CR.I/£, A. THE STANDARD GRATE PANU. IS THREE (3) FEET. B, EACH GI/ATE PANEi. SIWJ. BE A ~NCLE SPNj AS SHOl'>!I ON THE DRAMNGS OR A MINIMUM Of BGNT (B) FEET. ' 3. ANCHOR THE GI/ATE 10 SUPl'OR11NG STRUClURE Wl1H A 1'tl'E H-J SAOOlE CUP BETWEEN 1WO BEARING BARS: ATTACH THE CUP WIIH A ONE-QUARTER (1/4) TB< SBF-TAPPING, SE!F-11/RE'Nl/NG CIIJMIIJI/ PIATED FASTENER 10 ST£a SUfl'ORT STRUClURE (PRE-ORLL WHERE REQUIRED). A. INSTN.l 1WO (2) CUPS AT EACH END OF EACH GRATE PANO. ANO 1WO (2) CUPS AT EACH GRATE PANEi. N/ERM~TE srm. SUfl'ORT. B. AEI.D CUTTING OR BURNING OF srm GRATE IS NOT AU.ciwm VfflHOUT WRfTTEN N'PROVAI.. OF THE STRUC!URII. ENG/1/EER. SAMPLING, TESTING AND INSPECTION ... I. THE UNIFORM BUIUING CODE (UBC), CHAPTER 17, REOU/RES SITE SANMG, TESTING ANO INSPECTION FOR VNOOUS CONSTRUCOON NID WORK AT THE SfIE. n-tE COMIRACTOR SHJU SUBliT A COPY Of THE INSPECTION REPORT TO THE STRUC!URII. EN~HEER BEFORE COIIPI.E!lfC THE WORK OF THE PROJECT. REFER TO SHI, 1 FOR REQUIRED SPECIAL INSPECTIONS OFFSITE STEEL FABRICATION ... OFFS/TE FA9R/CATOR: ENN6 INC LA. C!R/lf1ED FABl<ICATOR 17 32 12535 ~GI/JliTE ROAD =·~ C>. 9200! 1, A CfRTif/CATE'Of SATISFAClORY CONPl£//Off OF WORK REQU/ffiNG SPEC/IL ll<SPECIION MUST BE COMPLE!EO ANO SUBMITTED TO THE INSPECTION SER'IICES OMS/ON. 2. AN Al'Pl/CATION TO PERFOOM Off-SITE F~CATION MUST BE SUBM/TTlED TO THE INSPECTION S£IMCES llMSION FOR APPROV>L PRIOR TO FNlRl(;\TION, 3. A CER!lf/CATE OF COMPI.WlCE FOR OfF-SIIE FNlR/CATION MUST BE COMPLE!EO ANO SUBMITTED TO THE INSPECTION SERIICfS OM~ON PRIOR TO ERECTION OF PREFABR/CATIED CIX,/PONENTS. 4. YfilllS ~DENTIAED AS REQUIRING CONTINUOUS OR PER/00/C SPECW. INSPECTION NEED HOT /\',VE SPECIN. INSPECTION \\llEN THE WEI.DING 6' DONE IH A FNlmCATOR'S SHOP Al'P!lOVEI) ANO REQSTERED BY THE Cl!Y Of SAN rnEGO. 1/0WE\ffi, THE N'PROVED FABRICATOR M1.IST SUBMIT A CfRTif/CATE OF COMPI.WiCE IH ACCORDANCE W11H CBC SEC/IOH 1707,7 SCALE tl!lNE 1 §1§ j ~ "§: C: .II , i ~i Iii:. ;:; ('; .. gw ~I i -1 z == 0 ili-ll ill 00 ~~ N l:l :>i~ ~ ~I z ::51 ~-, .. :a :::> <l'.1-iil e-, u~ g ~ ~ 00 ~ re !l! I, -; ill l!i a I I I I I ;; I ! ~ i ;; ~ ;1 s !;; ; 1 •Ii 1ls "l.l, :J: I I I rs 51 7 _)