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2175 CAMINO VIDA ROBLE; ; CB053264; Permit
12-07-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB053264 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type; Parcel No: Valuation: Occupancy Group: Project Title: Applicant: LAURA BOX 2175 CAMINO VIDA ROBLE CBAD Tl Sub Type: COMM 0000000000 Lot#: 0 Status: $15,000,00 Construction Type: NEW Applied: Reference #: Entered By: SBC REMOVE 6000 GAL. UNDERGR Plan Approved: DIESEL TANK/INSTALL ABOVE GROUND TANK 8000 GAL Issued: Inspect Area: Plan Checkff: Owner: PENDING 09/15/2005 KG 21421 PENSACOLACR 92646 714-757-7443 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $138.19 Meter Size $0.00 Add'l Reel. Water Con. Fee $89.82 Meter Fee $150.18 SDCWAFee $0.00 CFD Payoff Fee $3.15 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $401.34 Total Fees:$401.34 Total Payments To Date:$401.34 Balance Due:$0.00 BUILDING PLANS _^L1N STORAGE ATTACHED Inspector: FINAL APPROVAL Date: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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired, PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK N 0^05^5*26 T EST. VAL. Plan Ck. Deposit QJ Validated By Date # Address (include Bldg/Suite #)Business Name {at this address) Legal Description Lot No.Subdivision Name/Number Unit No. Phase No. Total # of units Name •• •• * • ^"i^—*—r"^ •*—*State/Zip Telephone # Fax # Contractor; :,':'O:Ageht faFieorrtractor-;!;; Q Owner State/Zip Telephone # ec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). ' ""^ ^*J*~'f * --£******. S I .. 2?—*• s** .d. f^y s / £^j S**~, *&f f -Jifejg—V*^.f Name State License # Address License Class City State/Zip Telephone # City Business License # / <£*• / / t3o Sr Designer Name State License # Address City State/Zip Telephone rkers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance >f the work for which this permit is issued. 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: Insurance Company b*S£.&j//Af^ '~ ^^^<£^ S-£W /J Policy No.<^£>/^^y 4^-~ 2-^yO Expiration Date_ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollaYs (J^PQIOOO), in addition to/4ne cosf^f compensation, damages as provided for in Section 3706 of the Labor code, inteu«t*and attorney's fees. 0 DATE ' " ~~ I hereby afTTmTuiay I am exempt from the^Contrector's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D 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). D 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. l~l YES [~lNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide 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 ;ciQW^^!i»SECW^ !;:!:".;.!":^Ti:-"-..\,I;:-41'<\ %*<.•;•$:$\\Mil!~'\'*&lI'lHK-hh:i":~; v-^'f&-l'"•'"•»'•••!•,: 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. $^$88^^ •'•': •.-::"~'. •'•;" .•>:=•••:; •-• :.- " •'••' / ;.* •,..'.;.':;>;•:-:, ;v ;:/ :--:..::. ,.'..*-. :' :v- ; I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9: APPLICANT CERTIFICATION 5 l te l*: :•_•• -.-. -;: - V ' •"•.;=': ':':.', ', ^'"" '.•'••.":":":.. '•:•-, '•*• \.'•,••.',: k.- '•; h :i!;:!»>'v...; ;s: ^M./J'H • O ^j:;.; P i M: ;;.;i •*$ j^:;, j;^, \,$V& 1 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions ol this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is\cornfnejced for a period of JJ30 d|ys JS^ction 10^.4.4 Uniform Building Code). APPLICANT'S SIGNATURE | OCtU-^L^1 ff^J S^* K—^ DATE :FitfWHITE:YELLOW: Applicant PINK: Finance CltyiieirisM Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check#: Permit* CB053264 Project Name: SBC REMOVE 6000 GAL. UNDERGR DIESEL TANK/INSTALL ABOVE GROUND TANK 8000 G Address: 2175 CAMINO VtDA ROBLE Lot: Contact Person: JOE Phone: 7608558647 Sewer Dist: Water Dist: Date: 03/30/2006 Permit Type: Tl Sub Type: COMM 0 Inspected X7 ^7 Bv: Lr^/^//J^t^^ Inspected Bv: Inspected Bv: Comments: Date .- / Inspected: *y §^ Date Insoected: Date Insoected: 4 ^y^fe^DDroved: y^-^ Disapproved: Aooroved: DisaDDroved: Aooroved: DisaDDroved: City of Carlsbad Bldg Inspection Request For: 04/03/2006 Permit# CB053264 Title: SBC REMOVE 6000 GAL. UNDERGR Description: DIESEL TANK/INSTALL ABOVE GROUND TANK 8000 GAL Inspector Assignment: TP Type: Tl Job Address: Suite: Location: APPLICANT LAURA BOX Owner: Remarks: AM PLEASE Sub Type: COMM 2175 CAMINO VIDA ROBLE Lot 0 Phone: 7608558647 Inspector: 2 Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JOE Entered By: JANEAN Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date Description 03/30/2006 89 Final Combo 02/27/2006 61 Footing 02/27/2006 66 Grout 02/10/2006 12 Steel/Bond Beam 02/10/2006 66 Grout 02/02/2006 11 Ftg/Foundation/Piers 02/02/2006 61 Footing Act Insp Comments NR TP WC PY AP PY AP AP TP TP WC TP AP TP 2ND LIFT S.O.G. 1ST LIFT CMU WALL SCREEN WALL CMU WALL EsGil Corporation In (Partnership with government for (BuiCcfing Safety DATE: November 4, 2005 a APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3264 SET: II PROJECT ADDRESS: 2175 Camino Vida Roble PROJECT NAME: Diesel Tank c/o The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) ^ Fax #: Mail Telephone Fax In Person REMARKS: OK to issue with thpphc^wbftla^ing^sheet PF.2 marked set II, highlighted, in set I, received one set only and the applicant increasing the anchor bolt depth to 5-1/8" on detail 3/PF.6 per the structural calculations/on the City set, see highlighted note on this set. By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/22/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In <Partners6ip witK government for fBui&fing Safety DATE: September 29, 2005 JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3264 SET: I PROJECT ADDRESS: 2175 Camino Vida Roble PROJECT NAME: Diesel Tank c/o The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Laura Box 21421 Pensacola Circle Huntington Beach, CA 92646 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Laura Box£i/*u) Telephoned 714 757 7443 DateeffiffieW^2^(by: ^ ) Fax #: 7149639367 Mail —Tefephone -/ Fax^^ln Person REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation D GA D MB D EJ D PC 09/19/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad O5-3264 September 29, 2005 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 05-3264 JURISDICTION: Carlsbad OCCUPANCY: Equipment only USE: Diesel fuel tank DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 09/19/05 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bryan Zuppiger COMPLETED: September 29,2005 ___ FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 05-3264 September 29, 2005 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ava, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). 3. Final plans, specifications and calculations shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code), 4. Provide manufacture's specification on tank and listing for double containment. 5. Provide foundation design and tank attachment details that resist overturning. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 05-3264 September 29, 2005 I VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-3264 PREPARED BY: Bryan Zuppiger DATE: September 29, 2005 BUILDING ADDRESS: 2175 Camino Vida Roble BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb wl Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) — Plan Check Fee by Ordinance $240,00 Type of Review: EH Repetitive FeeRepeats D Complete Review D Other r-i Hourly Structural Only Hours * Esgll Plan Review Fee $192.00 * Based on hourly rate Comments: macvalue.doc City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST DATE:PLANCHECK NO.: CB 3i[ 75BUILDING PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL EST.VALl/E: 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 suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: Please seeVUw^ attached report of deficiencies marked withJiMake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: Date:By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: HI Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet U Sewer Fee Information Sheet Name: ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue. Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: Carlsbad, CA 92OO817314 • (76O) 602-2720 • FAX (760) 602-' BUILDING PLANCHECK CHECKLIST D D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service D D 2. Show on site plan: Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:\BUILDING PLANCHECK CKLST FCWM.flOC BUILDING PLANCHECK CHECKLIST iST ,RD DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is requiredfor all new buildings and for remodels with a value at or exceeding $ 1i£L27o . pursuant to Carlsbad Municipal Code Section 18.40.030. JL Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report. All easement documents must be approved and signed by pwner(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: D D D 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 $ 7&3SO . 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 improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\BUILD1NG PLANCHECK CKLST FORM.floC A ST 2ND 3RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $360 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: O 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 15.16.010 of the Municipal Code. CD CI D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. d D D 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: D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\BUILDING PLANCHECK CKLST FORM.doc RD D D 3 D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. 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 prior to issuance of grading or building permit, whichever occurs first. 11 .Q Required fees are attached \f\ No 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. F:\SUILDING PL*NCHECK CKLST FORM.dOC BUILDING PLANCHECK CHECKLIST iST ,ND ,RD D D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm), A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. 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: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) 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 irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must 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 calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 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 FrBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST ,. ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be 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. D 13. Additional Comments: M F:»UrLDING PLANCHECK CKLST FORM.Ooc City of Carlsbad Interactive GIS Map - Microsoft Internet Explorer provided by City of -, Refresh Map >j Facilities Ci Drainage Basin? /..> SD Outfalls ,.-, Storm Dram '-' Structure <'•! Storm Drain Pipe Sewer Manhole Sewer Pipe P^icel Bounikiries Slope Water Bodies Major Roads Contour Lines - 2001 CT In den Flood Hazard Zones 11:22 AH City of Carlsbad Public Works Department Standard Urban Storm Water Mitigation Plan Storm Water Standards A Manual for Construction & Permanent Storm Water Best Management Practices Requirements April 2003 Storm Water Standards 4/03/03 VI. RESOURCES & REFERENCES APPENDIX A STORM WATER REQUIREMENTS APPLICABILITY CHECKLIST Complete Sections 1 and 2 of the following checklist to determine your project's permanent and construction storm water best management practices requirements. This form must be completed and submitted with your permit application. Section 1. Permanent Storm Water BMP Requirements: If any answers to Part A are answered "Yes." your project is subject to the "Priority Project Permanent Storm Water BMP Requirements," and "Standard Permanent Storm Water BMP Requirements" in Section III, "Permanent Storm Water BMP Selection Procedure" in the Stom? Water Standards manual. tf all answers to Part A are "No," and any answers to Part B are "Yes," your project is only subject to the "Standard Permanent Storm Water BMP Requirements". If every question in Part A and B is answered "No," your project is exempt from permanent storm water requirements. Part A: Determine Priority Project Permanent Storm Water BMP Requirements. Does the project meet the definition of one or more of the priority project categories?* 1 . Detached residential development of 1 0 or more units 2. Attached residential development of 10 or more units 3. Commercial development greater than 100,000 square feet 4. Automotive repair shop 5. Restaurant 6. Steep hillside development greater than 5,000 square feet 7. Project discharging to receiving waters within Environmentally Sensitive Areas 8. Parking lots greater than or equal to 5,000 ft* or with at least 15 parking spaces, and potentially exposed to urban runoff 9. Streets, roads, highways, and freeways which would create a new paved surface that is 5,000 square feet or greater Yes No s ^*/yt/</ / / * Refer to the definitions section in the Storm Water Standards for expanded definitions of the priority project categories. Limited Exclusion: Trenching and resurfacing work associated with utility projects are not considered priority projects. Parking lots, buildings and other structures associated with utility projects are priority projects if one or more of the criteria in Part A is met. If all answers to Part A are "No", continue to PartB. 30 Storm Water Standards 4/03/03 Part B: Determine Standard Permanent Storm Water Requirements. Does the project propose: 1 . New impervious areas, such as rooftops, roads, parking lots, driveways, paths and sidewalks? 2. New pervious landscape areas and irrigation systems? 3. Permanent structures within 100 feet of any natural water bodv? 4. Trash storage areas? 5. Liquid or solid material loading and unloading areas? 6. Vehicle or equipment fueling, washing, or maintenance areas? 7. Require a General NPDES Permit for Storm Water Discharges Associated with Industrial Activities (Except construction)?* 8. Commercial or industrial waste handling or storage, excluding typical office or household waste? 9. Any grading or ground disturbance during construction? 10. Any new storm drains, or alteration to existing storm drains? Yes / S No / ^*" ^s^ S^ ^/ ^ ^ *To find out if your project is required to obtain an individual General NPDES Permit for Storm Water Discharges Associated with Industrial Activities, visit the State Water Resources Control Board web site at, www.swrcb.ca.gov/stormwtr/industrial.html 15 Section 2. Construction Storm Water BMP Requirements: If the answer to question 1 of Part C is answered "Yes," your project is subject to Section IV, "Construction Storm Water BMP Performance Standards," and must prepare a Storm Water Pollution Prevention Plan (SWPPP). If the answer to question 1 is "No," but the answer to any of the remaining questions is "Yes," your project is subject to Section IV, "Construction Storm Water BMP Performance Standards," and must p repare a W ater P Dilution C ontrol P Ian (WPCP). I f e very q uestion i n P art C is answered "No," your project is exempt from any construction storm water BMP requirements. If any of the answers to the questions in Part C are "Yes," complete the construction site prioritization in Part D, below. Part C: Determine Construction Phase Storm Water Requirements. Would the project meet any of these criteria during construction? 1 . Is the project subject to California's statewide General NPDES Permit for Storm Water Discharges Associated With Construction Activities? 2. Does the project propose grading or soil disturbance? 3. Would storm water or urban runoff have the potential to contact any portion of the construction area, including washing and staging areas? 4. Would the project use any construction materials that could negatively affect water quality if discharged from the site (such as, paints, solvents, concrete, and stucco)? Yes s/ / No S / Qft-v V 0 31 Part D: Determine Construction Site Priority In accordance with the Municipal Permit, each construction site with construction storm water BMP requirements must be designated with a priority: high, medium or low. This prioritization must be completed with this form, noted on the plans, and included in the SWPPP or WPCP. Indicate the project's priority in one of the check boxes using the criteria below, and existing and surrounding conditions of the project, the type of activities necessary to complete the construction and any other extenuating circumstances that may pose a threat to water quality. The City reserves the right to adjust the priority of the projects both before and during construction. [Note: The construction priority does NOT change construction BMP requirements that apply to projects; all construction BMP requirements must be identified on a case-by-case basis. The construction priority does affect the frequency of inspections that will be conducted by City staff. See Section IV. 1 for more details on construction BMP requirements.] Q A) High Priority 1) Projects where the site is 50 acres or more and grading will occur during the rainy season 2) Projects 5 acres or more. 3) Projects 5 acres or more within or directly adjacent to or discharging directly to a coastal lagoon or other receiving water within an environmentally sensitive area Projects, active or inactive, adjacent or tributary to sensitive water bodies Q B) Medium Priority 1) Capital Improvement Projects where grading occurs, however a Storm Water Pollution Prevention Plan (SWPPP) is not required under the State General Construction Permit (i.e., water and sewer replacement projects, intersection and street re-alignments, widening, comfort stations, etc.) 2) Permit projects in the public right-of-way where grading occurs, such as installation of sidewalk, substantial retaining walls, curb and gutter for an entire street frontage, etc., however SWPPPs are not required. 3) Permit projects on private property where grading permits are required, however, Notice Of Intents (NOIs) and SWPPPs are not required. Q C; Low Priority 1) Capital Projects where minimal to no grading occurs, such as signal light and loop installations, street light installations, etc. 2) Permit projects in the public right-of-way where minimal to no grading occurs, such as pedestrian ramps, driveway additions, small retaining walls, etc. 3) Permit projects on private property where grading permits are not required, such as small retaining walls, single-family homes, small tenant improvements, etc. 32 Teng Companies of 330 North Brand Boulevard 818.539.1100 License No. 803741 California, Inc. Suite 1290 818.291.0230 fax Glendale, California 91203-2374 October 18, 2005 TENG City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 Re: SBC-Telephone Exchange Facility 2175 Camino Vida Roble Carlsbad, CA Teng Project No, 29-A140-01 SBCEng.No.C17261 Plan Check No. CB 05-3264 To Whom It May Concern: This letter shall serve as written response to the items stated in the Plan Check Review Letters from the Public Works - Engineering Department, dated September 22, 2005 and EsGil Corporation Consultants, dated September 29, 2005. The Review Comment items are noted in italic and Teng's responses in bold are as follows: PUBLIC WORKS - ENGINEEERING: Attn. Ms. Joanne Juchniewicz SITE PLAN 2. Show on site plan: A. Drainage patterns (also see #13 additional comments) 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. Tank concrete pad shall be constructed within the existing impervious paved parking lot and provide a minimum 1% slope for drainage to the paving as noted on Partial First Floor/Site Plan-New Work, Sheet PF.4. Refer to revised Site Plan Sheet PF.2 for existing parking lot drainage pattern and finish grade note as requested. •Teng Companies of California, Inc. City of Carlsbad September 18, 2004 Page 2 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. The NPDES requires an EPA Construction General Permit for construction sites disturbing 1 or more acres. Proposed site work shall disturb approximately 1,476 square feet (0.03 Acre). Contractor shall provide Best Management Practices to reduce surface pollutants during all phases of construction. 13. Additional Comments According to the City of Carlsbad Standard Urban Storm Water Mitigation Plan your project requires additional site BMP's (see attached handouts). Part B. Determine Standard Permanent Storm Water Requirements. 8. Commercial or industrial waste handling or storage, excluding typical office or household waste? Proposed construction shall incorporate installation of a Fuel Storage Tank for Type II Diesel Fuel which is classified as a hazardous material. Storage Tank design shall consist of a double-wall aboveground fire-protected tank. The outer containment secondary tank will provide environmental protection to the inner steel primary tank from rain and runoff or spillage to the storm water conveyance system. Tank shall also be installed on a concrete slab designed with a continuous perimeter concrete curb for tertiary containment protection. 9. Any grading or ground disturbance during construction. Proposed areas of construction shall occur within the existing impervious paved parking lot and will not affect existing ground landscaped areas or site grading. Soil disturbance below existing paving shall be limited to minor excavation for construction of screen wall footing and concrete slab. Part C. Determine Construction Phase Storm Water Requirements 2. Does the project propose grading or soil disturbance. As noted above in Item B.9, areas of construction shall be limited to the existing impervious paved parking lot and will not affect existing ground landscaped areas or site grading. 'Teng Companies of California, Inc. City of Carlsbad September 18, 2004 Page 3 4. Would the project use any construction materials that could negatively affect water quality if discharged from the site (such as paints, solvents, concrete, and stucco)? Proposed construction of concrete pad and masonry screen wall shall occur within the existing paved parking lot area and will not affect the existing site ground areas. Existing parking lot sheet drains to the site ground areas via a curb-cut discharge located at the West parking curb/gutter perimeter. Provisions have been made for sediment control at the curb-cut. Refer to revised Site Plan, Sheet PF.2. Part D: Determine Construction Site Priority Construction Site shall be on private property where changes to existing grading occurs and a grading permit is not required. The Construction Site shall be classified as "Low Priority." EsGil Corporation: attn. Mr. Bryan Zuppiger PLANS 4. Provide manufacturer's specification on tank and listing for double containment. Refer to attached tank specifications. 5. Provide foundation design and tank attachment details that resist overturning. Tank is designed with anchoring tie-downs welded to the bottom of the secondary tank and meet Zone 4 Seismic requirements (refer to attached specifications). Tank tie-downs shall be bolted to concrete pad with expansion anchors. Refer to attached structural calculations for seismic restraint anchor design. If you have any questions, please do not hesitate to call (312-925-1803) Very truly yours, TENG COMPANIES OF CALIFORNIA, INC. iduardo G. Guerra Project Manager Attachments: Sheet PF.2, structural calculations, tank specifications. xc: Rex Eliseo / SBC F/301/29-A062-01 t:\documenl\26al4001\adminlax\specs\aOI40-01_ltr_car1sbad.lO-18-05.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB (X ADDRESS DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR {< $10.000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEER DATE Docs/Mlsronns/Planning EnginMflng Approvals City of San DiegoDevelopment SovietsinwmwDon and wcawn swues 1222FfcilAw.,M6-301 Son Ofego, CA 92101Apportrmntt (619) 44&5300 lnfanr»eflon (619) 446-5000 HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY HV: BPDATt Business-i project AoafeaJ Business contact Tetephone* "SHSTSole Msling AddraM 375Sproject contacT •a*1 Shr* State CA- 'oftha ITD^TO_ _ _ must i'b\)4T [Review Rw"HiE*doL«Materlatt Plan Revtew, 1222 Rrat{^feiue.4ti'floor, San Diego, CA $351( QQfitted wM ytxr pra^ nvlew te: WeterReectlwcCiyegenkfi WgNyTowc or Twoc Materials Radbac&vas Jve or BtftOTng Agents Ate LkfUkt* Other HaaRhHazanis None »f These7. Pyraptwics a. UnsMHB Raadh«« HAZARDOUS MATERIALS Oft/BIOm fHlCV If th. mrmatf to ttnTSHhe Haurdoi* Matartais DMston. 1255 trrpertal Avenue «oor,SanC3leso,CA92101.queafona ia yee, appieant mmt contact the Court/ of SenCall <Bt 9) 33e-33tt prior to (he teeuanee of a buMng FEES ARE RflQUIRaD, la your butinets isted on tie reverse side of ** Rum? Bqpgacd date of Occupancy v\aj your builnass MM* or hand* tezvdous SubMancec hi quartKes 55 oatons, 900 pomfa. 200 cubic feet, or to or greater tttan VWFyour busneaa un an exiafng or natal an underground storage tenfc?MM your buriMM Man nr h*n*n HRQJ fcuwl 5Sut»Umon (CalARPJ?vw your twhMs uce or jnatal a Hazardous Waste Tank Syetom (T»e 22, ArtWe 10)7 O CalARP Requtad D CtlffP CernpMa Date HKals of Ihe OMaHona bdow la yet. applicant muct eantaeMhe Air Pntifnn$IM550 prior to Ihe laauenoe off buHdino or demotton penrtil. Note; if the •nawer to ojueabcm 3 or 4 ia*y«», •ppacanf m^ or renovatfon, except dernoWon or renovaflon of residential structures of birurte or less. Contact the APCDtenio^ 1. 3. 3.4, TTCS NOD 0 weHhesubtediheAPCpfctiaide of na nmtL _ _D D (?KsWt*e>Hl.Y*or contact the{Pubfle and prtvaie aehoeU may be found after aaereh of to Catfomte School Qrvctory at.awroprlBleaeheeleTilHet))AAI nere be lenewee^ Ihet IwohM Iwialnv of any fttable eebeetoa n^VW« »wni b« dwnoMan inwMna tt« nmovaf of» toad tupponng structural nwmeer? wieuy Bnefly oeacnbe proposed project i oaoare unoer penaHy or peaury nat to aw beat cf ny knoMMoge and bedef me raaponqw made herein Name of cmief or Airthonzeo ^pent 7 orAulnwzeaAeent USE ONLY: OCCUPANCY CLASSIFICATION: 0Y: eme^ OT ND FURTHCff INfOnMTIONNEQUIRCC COUNTY-HIVl RELEASED FOR aUUXNB PHWBT BUT NOT FOR CCCUPANCV ^. 1 APCOTTT-tl REVEWI . , ^ \ i \ ^ c?1 ~< Ao?vi4? ct^ ^-^wrriALS^ ^'4-OS DEH:HM-9I7I-A (08/04)DATE. County of San Dlef o - DEFK4flyftoWrvIatcrials Oiviaion 3EWd 9002/92/^.0 STRUCTURAL CALCULATIONS For SBC- CARLSBAD C.O. CRLSCA12 CARLSBAD, CA. 92008 10/2005 Teng Project No. 26-A140-01 TENG Teng * AwocUtei, Inc. Engfoeers/Arcbftects/Pluiners 205 North Michigan Avenue Chicago, ffllnob 60601 o o 0 -fuel Co. * A ^ o 3 ^ 3- O o TENC 'bi| A AmeWM, IM. Engineers / ArcMtects / Ptanmfs PROJECT: SUBJECT: BY: DATE: CHECKED: DATE: PROJECT NO SHEET 0 3.0 4c— t *• The / c* Art be fi»r 7 of -f b r O - O TENC Engineers / ArcWtacte / Planners PROJECT: SUBJECT: BY: DATE: CHECKED: DATE: PROJECT HO: SHEET o 0 TJ .72 A cco£ t>i *> <&i /43 4 Qigftieera / Architects / Ptannen PROJECT: SUBJECT: BY:DATE: CHECKED: DATE: PROJECT NO SHEET i <au out IL.O His ZO. OKi i&M=_ fT '_"—I*"- . * rlT" I II 'I II I *iff Tl 1st B 8 <!•r s :j ti _____ 1 -R •b- w -J -J I MS Aboveground Steel Vault Tanks from Containment Solutions Page 1 of 3 CONTAINMENT SOLUTIONS 51SO Jefferson Chemical Road - Conroe, Texas 77301 -6834 Phone (800) 537-4730 • Fax: (936) 756-7766 • Wabsfte: www.containnientsoluHon8.com Vault Tanks Introduction Double-wall, aboveground steel fuel storage tanks provide dependable environmental protection. If you are concerned about the effects fuel storage has on your bottom line, look at the advantages of Aboveground Fire-Protected Storage Tanks. CSI Vault Tanks: • Offer safe, affordable solutions far the storage of flammable and combustible liquids. • Meet the requirements of aH national fire codes for fire-rated aboveground storage tanks. • Labeled according to Underwriter's Laboratories Standard 2085 "Protected Secondary Containment". Abovoground steel tanks are available in these designs: Rectangular Hoover Vault Tank Cylindrical Hoover Vault Tank Rectangular Hoover Vault Tank Standard Features: • Utilize patented designs. • Contain lightweight fireproofing materials within the Interstitial space of UL142 doublewall tanks. • Fireproofing materials ensure that the inner tank is protected from the effects of fire. • Design allows both the inner and the outer tanks to be pressure tested at the factory and in the field. • Fireproofing materials allow liquid to migrate through to the monitoring tube, so leaks from the inner tank are detected. • Rectangular vault tanks are space-savers! http://www.contairjment^lutio^ 10/21/2005 Aboveground Steel Vault Tanks from Containment Solutions Page 2 of3 Ground Level Spill Box Dual Compartment Tank with Side Mount Dispensing and Ground Level Spill Boxes Side Mount Dispenser Options: Ut 142 listed double-wall Inner tanks, providing triple containment Tank capacities from 250 to 30,000 gallons 3,000 PSI concrete Stainless steel inner tanks Dual compartments available in all capacities Lifting lugs and pump mounting brackets Maintenance free exterior coatings Internal coatings compatible with aviation fuels and other chemicals Cylindrical Hoover Vault Tank Standard Features: • Designed to meet the demanding needs of today's industry. • Primarily designed for the storage of flammable and combustible liquids. • Can be used for a wide variety of applications. Options: UL 142 listed double-wall inner tanks, providing triple containment Tank capacities from 250 to 30,000 gallons 3,000 PSI concrete Stainless steel inner tanks Dual compartments available in all capacities Lifting lugs and pump mounting brackets Maintenance free exterior coatings Internal coatings compatible with aviation fuels and other chemicals http://www.containmentsolutions.TO 10/21/2005 Aboveground Steel Vault Tanks from Containment Solutions Page 3 of 3 Fibervault More info to come. Optional Environmental Tank Covers and Equipment Compartments Benefits: • Designed to protect and limit access to the equipment providing secondary containment • Provide security for your operating equipment • Tank covers offered for rectangular tanks up to 2,000 gallon capacity. • Equipment compartments are also available for all cylindrical tanks. • Tank covers and equipment compartments are constructed of steel. Copyright 01999 Containment Solutions, Inc. http://www.contaimnentsolutiora.com/pr^ 10/21/2005 Aboveground Steel Vault Tanks from Containment Solutions Page 1 of3 CONTAINMENT SOLUTIONS 5150 Jefferson Chemical Road • Conroe, Texas 77301-6834 Phone (800) 537-4730 • Fax: (936) 756-7766 • Website: www.containmentsolutions.com Vault Tanks Introduction Double-wall, aboveground steel fuel storage tanks provide dependable environmental protection. If you are concerned about the effects fuel storage has on your bottom fine, look at the advantages of Aboveground Fire-Protected Storage Tanks. CSI Vault Tanks: • Offer safe, affordable solutions for the storage of flammable and combustible liquids. • Meet the requirements of all national fire codes for fire-rated aboveground storage tanks. • Labeled according to Underwriter's Laboratories Standard 2085 "Protected Secondary Containment". Aboveground steel tanks are available in these designs: Rectangular Hoover Vault Tank Cylindrical Hoover Vault Tank Rectangular Hoover Vault Tank Standard Features: • Utilize patented designs. • Contain lightweight fire proofing materials within the interstitial space of UL 142 double wall tanks. • Fireproofing materials ensure that the inner tank is protected from the effects of fire. • Design allows both the inner and the outer tanks to be pressure tested at the factory and in the field. • Fireproofing materials allow liquid to migrate through to the monitoring tube, so leaks from the inner tank are detected. • Rectangular vault tanks are space-savers! Aboveground Steel Vault Tanks from Containment Solutions Page 2 of3 Ground Level Spilt Box Dual Compartment Tank with Side Mount Dispensing and Ground Level Spill Boxes Side Mount Dispenser Options: UL 142 listed double-wall inner tanks, providing triple containment Tank capacities from 250 to 30,000 gallons 3,000 PSI concrete Stainless steel inner tanks Dual compartments available in all capacities Lifting lugs and pump mounting brackets Maintenance free exterior coatings Internal coatings compatible with aviation fuels and other chemicals Cylindrical Hoover Vault Tank Standard Features: • Designed to meet the demanding needs of today's industry. • Primarily designed for the storage of flammable and combustible liquids. • Can be used for a wide variety of applications. Options: UL 142 listed double-wall inner tanks, providing triple containment Tank capacities from 250 to 30,000 gallons 3,000 PSI concrete Stainless steel inner tanks Dual compartments available in all capacities Lifting lugs and pump mounting brackets Maintenance free exterior coatings Internal coatings compatible with aviation fuels and other chemicals Aboveground Steel Vault Tanks from Containment Solutions Page 3 of 3 Fibervault More info to come. Optional Environmental Tank Covers and Equipment Compartments Benefits: • Designed to protect and limit access to the equipment providing secondary containment. • Provide security for your operating equipment. • Tank covers offered for rectangular tanks up to 2,000 gallon capacity. • Equipment compartments are also available for all cylindrical tanks. • Tank covers and equipment compartments are constructed of steel. Copyright © 1999 Containment Solutions, Inc. ' Aboveground Steel Vault Tanks from Containment Solutions Page 1 of 3 Vault Tank Specifications HOOVER VAULT TANK® UL LISTED 2085 PROTECTED SECONDARY CONTAINMENT TANK 1.0 GENERAL TANK DESCRIPTION: 1.1 Hoover Vault Tanks are constructed and listed in accordance with Underwriters Laboratories Inc. Standard 2085 for Insulated Secondary Containment Aboveground Tanks for Flammable and Combustible Liquids, Protected Type. This 2 Hour fire rating shall exceed all requirements of The National Fire Protection Association Sections 30 and 30A for "fire resistant" tanks and meet the requirements of The Uniform Fire Code Articles 52 and 79, Appendix II-F and Appendix Standard A-ll-F-1 for "protected" aboveground tanks. 1.2 The standard model Hoover Vault Tank is constructed as a UL listed secondary containment tank, utilizing steel inner and outer tanks. 1.3 All Vault Tank designs are resistant to bullet penetration according to Appendix II-F of the Uniform Fire Code. 1.4 Lightweight concrete surrounds the primary storage tank and shall be listed to allow the detection of leaks from the primary tank. 1.5 The tanks shall have Certification from CARB for Phase I and II Vapor Recovery. 1.6 The anchoring tie downs shall be welded to the bottom of the secondary tank and meet Zone 4 Seismic requirements. 1.7 The tanks must be off-loaded on site with a crane. 1.8 All openings shall be from the top, with threaded NPT risers. 1.9 The Vault Tank to include a Warranty for 30 years. 1.10 The tank manufacturer shall provide proof of a minimum 5 years of manufacturing vault tanks. 2.0 PRIMARY STORAGE TANKS: 2.1 The standard primary storage tank shall be rectangular in design. It shall be constructed of UL specified steel thickness, with continuous welds. 2.2 The primary storage tank shall be constructed of ASTM A-569 or A-36 carbon steel, or ASTM A-240 type 304 or 316 stainless steel, as required for compatibility of product being stored. 2.3 The primary storage tank shall be constructed and listed in accordance with UL 142 Standards. 2.4 The primary tank shall be fitted with: a 4" or 6" Fill Port, a 2" Normal Vent Port, either a 4", 6", 8", or 10" Emergency Vent Port, a 2" Liquid Gauging Port, a 2" Port for Dispensing Pump, a 4" Phase I Vapor Recovery Port, and a minimum 18" manway (for tanks with capacities 5,000 gallons httrr//www rnntainmpnKnliitinns rnm/nroHiirts/vanlt/vanlt in main html 10/7_0/2flftS Aboveground Steel Vault Tanks from Containment Solutions Page 2 of 3 and greater). An optional 15 gallon Spill Containment with Lockable Lid and Drain Port to the primary tank is available. 2.5 The primary tank shall be pressure tested to UL 142 Standard (minimum 3 to maximum 5 psi) at the factory, and shall be field tested by the contractor to a maximum 3 psi. 2.6 The primary steel tank shall be designed to store M85 (methanol), alcohol and petroleum blends. 3.0 FIRE PROTECTION: 3.1 The standard fire protection material shall be lightweight concrete and surround the primary tank. The tank design shall provide a minimum two (2) hour fire rating per UFC Appendix Standard A-II-F (formerly UFC 79-7), and UL 2085 Protected Secondary Containment Tanks. 3.2 The fire protective material shall allow liquid leaking from the primary tank to penetrate the material and communicate with the leak detection tube according to UL 2085 Protected Secondary Containment Tanks. 3.3 The fire protective material shall be of a monolithic pour, poured at the factory. 3.4 The fire protective material shall provide a minimum of a R-10 insulating factor. 4.0 BULLET RESISTANCE: 4.1 The fire protected primary tank shall be tested by a qualified engineering firm to be resistant to penetration of the primary tank by a 150 grain, M 2 Bullet, traveling at a velocity of at least 2700 feet per second, when fired from a .30 caliber rifle, located a maximum of 100 feet from the target. 4.2 The fire protected tank must be able to be repaired in the field by a factory representative, when impacted by a bullet. 4.3 The factory representative must be able to certify that the primary and secondary containment do not leak, and that the fire protective material regains its minimum two (2) hour protection. 5.0 SECONDARY LEAK CONTAINMENT TANK: 5.1 The secondary leak containment tank shall be rectangular in design and listed according to UL 2085 insulated secondary aboveground tanks for flammable and combustible liquids, protected type. 5.2 The secondary tank shall be tested liquid tight at the factory (minimum 3 to maximum 5 psi), and shall also be field tested by the contractor to a maximum 3 psi. 5.3 The secondary tank shall provide reinforcement for the lightweight concrete. 5.4 The secondary tank shall provide true 360° Radius "pressure testable" hthv/Avww rnntainmpintcnliitmnc p.nrn/nrnHimtc/vnii1t/\/ai»1t cr» Aboveground Steel Vault Tanks from Containment Solutions Page 3 of 3 containment for the primary tank. 5.5 The secondary tank shall be fitted with : a 2" Annular Space Monitoring Tube, a 2" Normal Vent Port and either a 4", 6", 8" or 10" Emergency Vent Port, in addition to openings for all ports in the primary tank. 5.6 The port openings in the top of the secondary tank shall be constructed with full welds to prevent moisture from seeping between the fire proofing material and secondary and primary tanks. 5.7 The top of the secondary tank shall be sloped so that water will not accumulate on top of the tank. 5.8 The secondary tank shall have a two (2) inch monitoring port including a tube which provides a means to detect product leakage from the primary tank into fire protection material that directly surrounds the primary tank. This design shall be listed under UL 2085. 6.0 COATINGS: 6.1 The exterior surface of the secondary tank shall be cleansed of foreign material and coated with a corrosion resistant industrial paint (3 to 5 mils dry film thickness). 6.2 The standard color shall be desert sand. 6.3 An optional fiberglass impregnated coating (FIBERVAULT) can be applied to the exterior surface of the secondary tank to provide resistance to corrosive environments such as salt water spray. 6.3.1 The total dry thickness shall be a minimum of 1/8 inch. 6.3.2 All threaded openings and flanges shall be protected during the coating process. 6.3.3 The coating shall be applied only when the work area and the secondary steel tank are between the temperatures of 32 and 103 degrees F. 6.3.4 The standard color shall be desert sand. Copyright © 1999 Containment Solutions, Inc. fiftn• //w\TLn\j i^rmtair>fn**Titcr\1iitir*ne f*/"*m/nrrw4n/*te/A/aTiltA/aiilt en main html ACSBD. CERTIFICATE OF LIABILITY INSURANCE jJS&H T^Ts PMMJbM S. S. Ittrvium Insurance $*rvio%s, Inc. "*7 Guatl Mountain 8o«d j I?i«go CA S2121 Ebon*: 835-481-8682 rue: 858-481-7953 •sijipiHiB S^aS?^*1'*'-UtMSfc 92072-1539 THIS CERTIFICATE 1$ ISSUED A$ A MATTER OP INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND ORALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE «UW»* MXlMtM 1MHABOT CMMM •Af*CMB 4**** AanioM IHWUOB Co. WUWG JkMMilcMt •*•*•• iMUMM* C*. MMHto: •we NAC# 19437 lfi«91 COVERAGES ANY MXKJHVWMT. TO«I O« CONDITION «• AW CONTRACT OR OTHROOCUMBaVmHWGPiCrrom«CHT)«reannoiTKItUVBeiSSUB>Ofl J«Y PBTOMN, TM1 MUlMNCe AfPOUDBD W THE MIXES DESCMQED HEREH 8 8UB*CTTOMLTHETB»l5.EXCLU8WWt»OCONOmOM«OPtUCH pouoa. MsnoaTi I.IWTS SHOWN I*Y ww HSBK wooceo m PAD cuws. UCMOCORWCT 1138412 02/16/05 02/1B/06 fl HWDUCTI - OOMPMVMMu* H^OO.OOO SO, 000 « 1,000,000 2.000.000 (2,000,000 1.000.000 MiraMMULMWUrr 01CS1A03274 Q2/16/D5 02/1S/00 « 1,000, 000 HOLVMINV WHOAUTM KKUrMMRv QTWTHWAUTOOW.V: •MMOCCUMME4 TUE5093875 02/16/05 02/18/0« * 4,000,000 14,000,000 tO MvuvwruMMurr *M*MomgTtimWIT)M»«CU™B •J-MOHJICCW4T tiMM•MOM.I J. IMBW - KUCVLJ0T •ufcur HUM a* DFtuciBHi / wa*M«« / Ete; All OpwcKtioos o£ KtaaMl Insured SBC Services is nuwd AS Additional Insured p«r the att«ch«d wider Mount. *10 day nolle* ef canoftllafeion applies foe non-payaent of re»p«Qts General Liability CBRTIRCATB HOLDER CANCELLATION SBCOOOl SBC Svrvicw AtfclU PfcMW' 2600 Covino lUnon S«n RwoA CA S4583 - BOOBl 3EOOO •MOWB JM« «T 1HI WBM HICMHB KUJtMi M) CM>MUt» 30* ««Kfl « IWf MMnqcMI HBUBi NMH T» TMf LIFT, tlTT KHUMK » DO •» M«L MHHMWTTCO. » ACORD CORPORATION L80-i TQQ/tQtld 120-1 S002-02-IO " set SERVICES ^ . _ ; • r • \- , • , ,, •• ;*.. .:;.'i • .' -.- :; i • • _• ..*™"!J ^T* -T ***• • »•• •Tm9- • •'. •• . • "v- .•'.•• ,'•• . ,-„".. •.-' i\ TP< /' * * '"•'.-•{" • '"'-'•• -•'••'.-'•••£•'&.*•''•tri-—" '• ">•• '•-"••-*".'!:'-.', >•'; -. ^ ' :?'•'* •',"". v •-:•""••'/" -'•••r- * '.~'-?>:"-^>>'%-.vx"-1'. *F I l*C9 .,. •• • •. ^. -•. •. __ -.._•• _ v- \,^. y~Ptlf T • • r"1 , .' * • i . ''.- ij • f • . .' :. (•..-.:• . > •/• • * i. • . -^ \,Li'i u'n. (i • unl^i'. nM-nu i**r«*nW""-V .." 1.^* •> .'.•.*'*" .' '"T '.:*'!• . '{'•' '" " i> '.'*'.••. "* ! . -. '•''-'. • .'•• '.': .": :•' - fi " ". "•.•', •.--.-*!'••. -• •"•'..• Thi« CalKortiia This policy is not subject «jtxi^v'to.^;^ployw.;naiMH'b«loW\foK-t^ .'• , . -i'-^i S*:'..- *:*.- ..^''ir '.^V • .'• ',--':- ; ".'•••"•'••'.'"" •••''.' 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' i-'s4'Nt ;':-:.'••'.-'-•-.V;v^ v-; ^-^::/?• :•'r • v:':M4M'iwifcLfe^HC-'.-N-iJv^'=•:'•;'':^V^X'.=?'• r-.'-<>•- -^'vv^^.^^l'-^v--.^:-":- ;r- vT.?Crt v:-;V;-:^K^¥^-.):::;2^. v.v-' - ^^•>1-T""^'^*•a•*LC•^••r-:^^^-;/:•%;:V•-^15..;•^: A^^^^^ •'I'"1--.'"- •:-"-.".•'•>•;; '^.^.-v;^\^:./"--':: >.-:%o •'•*•-- ..• ^^iiii^oiiiMTys^r^ ArtGUS PO BOX 7H539 .SANTEE CA 92072^." ISO-J >00/200 d 1ZO-1 -HOHd NVB£:ifi 5DOZ-QZ-10 •j ( f* CONTRACTORS STATE L ACTIVE LICENSE 523300 .-.CORP .»_ ANGUS ASPHALT WC AHAZC4C12BHIC too/LQOd izo-i •"«« Thte endoraement, effective 12:01 AM 02/16/05 Forms a part of policy no: 1138412 Issued to: Angus Asphalt, Inc. By: Lexington Insurance Company ADDITIONAL INSURED OWNERS. LESSEES OR CONTRACTORS ( FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE ?ART. SCHEDULE Name of person or organization; See attached certificate BLANKET •"""' (If no enuy appears above, information required to complete this endorsement will be shown in the Declarations as applicable to mis endorsement) WHO IS AN INSURED (Section II) is amended to include at an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. IT IS AGREED THAT THIS POLICY IS PRIMARY AS REPECT ANY INSURANCE MAINTAINED BY THE ADDITIONAL INSURED AND THAT SUCH INSURANCE MAINTAINED BY THE ADDITIONAL INSURED IS EXCESS AND NON-CONTRIBUTORY WITH TfflS POLICY AS RESPECTS TO WORK PERFORMED BY THE NAMED INSURED. FT IS AGREED 1HAT THE INSURANCE COMPANY SHALL AFFORD OR PROVIDE THIRTY (30) DAYS WRITTEN NOTICE OP CANCELLATION TO THE INSURED IN THE EVENT OF CANCELLATION OR MATERIAL REDUCTION IN COVERAGE. LX0869 (01/95) '»«-" - ' gOQHMO to V, term Water Standards 4/03/03 These design principles offer an innovative approach to urban storm water management, one that does not rely on the conventional end-of-pipe or in-the-pipe structural methods but instead uniformly or strategically integrates storm water controls throughout the urban landscape. Useful resources for applying these principles are referenced in Appendix G. Effective source controls offer another strategy to reduce a project's need for treatment. Therefore, projects shall incorporate, where applicable, storm water BMPs into the project design, in the following progression: • Site Design BMPs • Source Control BMPs • BMPs for Individual Priority Project Categories (these are site design and source control BMPs) • Treatment Control BMPs The series of best management practices listed in Section 111.2 have been organized sequentially to allow the applicant and design professional to incorporate the site design, source control BMPs, and where necessary, requirements applicable to individual priority project categories and treatment control BMPs in this progression. A. Site Design BMPs Maintain Pre-Development Rainfall Runoff Characteristics Control post-development peak storm water runoff discharge rates and velocities to maintain or reduce pre-development development downstream erosion by applying the following or similar concepts: 1. Minimize impervious footprint to the maximum extent practicable consistent with the General Plan, Municipal Code, and other City standards by utilization of measures of the following types: (1) Increase building density (number of stories above or below ground); (2) construct walkways, trails, patios, overflow parking lots and alleys and other low-traffic areas with permeable surfaces, such as pervious concrete, porous asphalt, unit pavers, and granular materials; (3) construct streets, sidewalks and parking lot aisles to the minimum widths required, provided that public safety and a walkable environment for pedestrians are not compromised; and (4) minimize the use of impervious surfaces, such as decorative concrete, in the landscape design. 2. Conserve natural areas. (1) Concentrate or clustering development on the least environmentally sensitive portions of a site while leaving the remaining land in a natural, undisturbed condition; and (2) Use natural drainage systems to the maximum extent practicable. 3. Minimize Directly Connected Impervious Areas. (1) Where landscaping is proposed, drain rooftops into adjacent landscaping prior to discharging to the storm water conveyance system; and (2) where landscaping is proposed, drain impervious parking lots, sidewalks, walkways, trails, and patios into adjacent landscaping. 4. Maximize canopy interception and water conservation consistent with the Carlsbad Landscape Manual. (1) Preserve existing native trees and shrubs; and (2) plant additional native or drought tolerant trees and large shrubs in place of non-drought tolerant exotics. 15 Storm Water Standards 4/03/03 Protect Slopes and Channels 5. Convey runoff safely from the tops of slopes. 6. Vegetate slopes with native or drought tolerant vegetation where practicable consistent with the Carlsbad Landscape Manual. 7. Stabilize permanent channel crossings. 8. Install energy dissipaters, at the outlets of new storm drains, culverts, conduits, or channels that enter unlined channels in accordance with applicable standards and specifications to minimize erosion. Energy dissipaters shall be installed in such a way as to minimize impacts to receiving waters. B. Source Control BMPs Design Outdoor Material Storage Areas to Reduce Pollution Introduction 9. Hazardous materials with the potential to contaminate urban runoff shall be: (1) placed in an enclosure such as, but not limited to, a cabinet, shed, or similar structure that prevents contact with rain, runoff or spillage to the storm water conveyance system; and (2) protected by secondary containment structures such as berms, dikes, or curbs. The storage area shall be paved and sufficiently impervious to contain leaks and spills, and have a roof or awning to minimize direct precipitation within the secondary containment area. Design Trash Storage Areas to Reduce Pollution Introduction 10. Trash storage areas shall be: (1) paved with an impervious surface, designed not to allow run-on from adjoining areas, screened or walled to prevent off-site transport of trash; and) contain attached lids on all trash containers that exclude rain; or contain a roof or awning to minimize direct precipitation. Limited exclusion: detached residential homes. Use Efficient Irrigation Systems & Landscape Design 11. Employ rain shutoff devices to prevent irrigation during precipitation consistent with the Carlsbad Landscape Manual. 12. Design irrigation systems to each landscape area's specific water requirements consistent with the Carlsbad Landscape Manual. Limited exclusion: detached residential homes. Provide Storm Water conveyance System Stenciling and Signage 13. Provide concrete stamping, porcelain tile, inset permanent marking or equivalent as approved by the City of Carlsbad, of all storm water conveyance system inlets and catch basins within the project area with prohibitive language (e.g., "No Dumping -1 Live Downstream"), satisfactory to the City Engineer. 14. Post signs and prohibitive language and/or graphical icons, which prohibit illegal dumping at public access points along channels and creeks within the project area, trailheads and parks. 16