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HomeMy WebLinkAbout2100 PALOMAR AIRPORT RD; BLDG 1; CB044191; Permit12-14-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No: CB044191 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: RICHARD AND RICHARD 2100 PALOMAR AIRPORT RD CBAD RETAIN 2130201800 Lot#: $9,056.00 Construction Type: ORT TAXI-WAY 566 SF RETAfoHNG WALL 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Plan Check#: Inspect Area: suiTE-roo- 234 VENTURE ST 92078 Owner: COUNTY OF SAN DIEGO PUBLIC AGENCY 00000 ISSUED 11/18/2004 KG 12/06/2004 12/14/2004 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $99.69 $0.00 $64.80 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $165.49 Total Fees:$165.49 Total Payments To Date:$64.80 Balance Due:$100.69 BUILDING PLA; IN STORAGE ATTACHED 7521 12/14/04 0002 01 02 CGP 100-69 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE thai 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 vou haveoreyioiJSlv been aiven a_NQTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635<FaradayAve., Carlsbad, CA 92008 i FOR OFFICE USE ONLY PLAN CHECK EST. VAL. Plan Ck. Deposit Validated By_ Date Address (include Bldg/Suite #) Atfftgf Business Name (at this addreSg^l H/18/04 0002 Qj. Q1? ^BBPhase No. ""Total # of units^ " 30Legal Description Lot No.Subdivision Name/Number Unit No. -36Q- Assessor's Parcel #tf Existing Use Proposed Use Description of Work 2. CONTACT PERSON (if different from applicant) SQ-FT-#of Stories # of Bedrooms # of Bathrooms State/Zip Telephone #Fax # X Name Address £tst /Tf fa City State/Zip Telephone # >Address &/)Citv State/Zip Telephone #Name jtf-fi ~L/S. SI ^CONfRACTdft. COMPANY NAME (Sec. 7031 .5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name f State License # •'H »0^ J Address License Class City State/Zip City Business License # /**£.i Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: CD I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 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 Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) O 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 dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D 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 ha did not build or improve for the purpose of sale). |~] 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). Q] 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. Q YES QNO 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 CbMptEfETHIS>SECT!ONFGB^ =; : ; 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. Sv:" COWfffRUCTION tENDING AGENCY ; I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION - •: .•.;:..-.:.:.:- -;••., ' -,•.'• =•:". -X';- .'-':"..•."•:,:•,'. .':":. : •;! i.':: >:;.. ': '".-.:\.- . a.-'.; 7\:':?. 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 CitV 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 fof excavations over 5'Q^o;ee\and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued/by the building OfficiaLifjnder the provisions of this Code shall expire by limitation and become null and void if the building or work Authorized by such permit is not ccmmencetl within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned At any time after the work is commenced forla pelfod of rep days (Section 106.4.4 Uniform Buifding Code). /(APPLICANT'S SIGNATURE _/ 7 ^i7 s^ DATE U~ / 7 ' ^ & ° ' WHITE: File YELLOW: Applicant PINK: Finance UNSCHEDULED BUILDING INSPECTION DATE .«> • 3K"-C)F: INSPECTOR PERMIT # O4tA\Q\ PLAN CHECK # JOB ADDRESS X>l fiO p. A . ft .I / DESCRIPTION .(?t»JUi/l(/V2 fx^AiA /(OVii r" CODE DESCRIPTION ACT COMMENTS </, Inspection List Permit*: CB044191 Type: RETAIN AIRPORT TAXI-WAY 566 SF RETAINING WALL Date Inspection Item Inspector Act Comments 03/28/2005 61 Footing 03/28/2005 65 Retaining Walls 03/28/2005 66 Grout 03/28/2005 69 Final Masonry RB RB RB RB AP AP AP AP ON 3/4/05 FRENCH DRAIN ON 3/10/05 Tuesday, March 29, 2005 Page 1 of 1 EsGil Corporation In (Partnership -witH government for (RuiCtfing Safety DATE: 12/2/04 Q APPyCANT JURISDICTION: City of Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: 04-4191 SET: I PROJECT ADDRESS: 2100 S Palomar Airport Road PROJECT NAME: Retaining Wall The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI 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: Telepnone #: Date contacted: (by: ) ,^ fj tv^_-^^Fax #: Mail Telephone Fax In Person XI REMARKS: 1. The retaining wall detafl shall be signed and sealed by the engineer. (Mr. Olander). 2. The clouded change for the retaining wall detail (drainage requirement from the soil report) shall be made on city set. 6et building department) By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 11/22 trnsmtLdot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 •* (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O4-4191 12/2/04 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-4191 PREPARED BY: David Yao DATE: 12/2/04 BUILDING ADDRESS: 2100 S Palomar Airport Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION retaining wall Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. per city VALUE ($) 9,056 9,056 $99.69 Plan Check Fee by Ordinance Type of Review: Repetitive FeeRepeats GO Complete Review D Other p. Hourly Structural Only Hour Esgil Plan Review Fee $64.80 $55.83 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER: CB 6/V- ^f ' / I BUILDING ADDRESS: l^A fll) PROJECT DESCRIPTION: Retaining Wall ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL 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 cefitinued conformance with applicable codes. Pleasereview carefully all comments attached, as failure to/cornply wim instructions in this report can result in^Gjspisp^of permit to build. By: DENIAL Please see the attached report of deficiencies marked with Dlvlake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: ATTACHMENTS Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON NAME: KATHLEEN M. FARMER City of Carlsbad ADDRESS: 1635 Faraday Ave Carlsbad, CA 92008 PHONE:(760) 602-2741 H:\WORD\DOCS\CHKLSTlRetalninB Wall BuHding Plancheck Ckllst RHTTI KF.Ooc 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (76O) 6O2-272O • FAX (76O) 6O2-8562 BUILDING PLANCHECK CHECKLIST RETAINING WALLS )R[V 1 . Provide a fully dimensioned site plan drawn to scale. Show: ATNorth Arrow p. Easements /B/l Existing & Proposed Structures B^ Retaining Wall / (dimensioned from street) ' (location and height) Property Lines 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes C. Existing Topography 3. Include on title sheet: A. Site Address B. Assessor's Parcel Number C. Legal Description D. Grading Quantities Cut.Fill Import/Export (Grading Permit and Haul Route Permit may be required) a 4. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by:Date: MISCELLANEOUS PERMITS Q Q Q 5. 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. A separate Right-of-Way issued by the Engineering Department is required for the following: Please obtain an application for Right-of-Way permit from the Engineering Department. Page 1 H:\WORD\DOCS\CHKLSTfletalnlng Wai Building Ptanchw* Cklfet Fwm DR.HOC PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE H1 ENGINEER DATE Oocs/Mttronnsmanning engineering Approvals 1/04 TttU 12:48 FAX 6192937920 URS CORP. ©002 UBS November 11,2004 Mr. Richard Sax, Esq. c/o Mr. Joe Pate Palomar Airport Center LLC 2192 Palomar Airport Road, Second Floor Carlsbad, CA 92008 Subject: Addendum No. 2 to Geotechnical Investigation Proposed Palomar Airport Redevelopment McClellan-Palomar Airport Carlsbad, California URS Project No. 27662028.04000 Dear Mr. Pate: This addendum provides recommendations regarding the design of retaining walls for the subject project. URS Corporation (URS) previously performed geotechnica! investigations for the site. The results of the geotechnical investigations are presented in our report titled "Geotechnical Investigation, Proposed Palomar Airport Redevelopment, McClellan-Palomar Airport, Carlsbad, California," dated February 11, 2004 (URS Project No. 27662028.04000). Addendum No. 1, dated * April 20, 2004, provided revised recommendations for design of concrete floor slabs and pavements for the project. The project civit engineer, Construction Testing & Engineering, Inc., has requested geotechnical recommendations for design of retaining walls at the project We understand that cast-in-place concrete retaining walls up to 8 feet in height may be used for grade separations at the project. Retaining walls should be designed to resist the pressure exerted by retained soils plus any additional lateral forces due to loads placed adjacent to or near the wall. It is anticipated that the cast-in-place walls will be backfilled with soils conforming to the recommendations given in Section 4.3.3 of our February 11, 2004 report. It is recommended that walls not restrained from movement at the top, be designed for an active earth pressure equivalent to a fluid weight of 35 pounds per cubic foot (pcf). For walls that are restrained from movement at the top, an at-rest earth pressure equivalent to a fluid weight of 35 pcf plus a uniform lateral pressure of 10H pounds per square foot (psf), where H equals the height of the retained earth in feet, should be used for design. If surcharge loads are placed adjacent to the walls, the walls should be designed to resist a uniform horizontal pressure equal to 30 percent of the surcharge load if the wall is free to rotate, and 45 percent of the surcharge load if the wall is restrained. These values also assume that compaction within four feet of the wall will be performed with light hand-held equipment or equivalent equipment; the lateral pressures would be higher if heavy equipment is used for soil compaction next to the walls. The retaining wall design should include subsurface drainage to avoid developing hydrostatic pressures. Retaining walls that are less than five feet high should have weep holes or a perimeter drain at the base of the wall, The base drain should be a minimum four-inch diameter perforated pipe (SDR 35) leading to a suitable outlet. The pipe should be surrounded by at least three cubic URS Corporation 1615 Murray Canyo'i Rood Suite 1000 San Diego, CA 92108 Tel: 619.294.9400 Fax: 619.293.7920 W:\2766202m04000-cHdoo\1 i-Nov-04\5DG 51/04 THU 12:48 FAX 6192937920 URS CORP. URS Mr. Joe Pate Palomar Airport Center LLC November 11,2004 Page 2 feet, per foot of'pipe, of free draining 3/*-inch crushed rock wrapped with filter fabric, such as Mirafi 140N, or approved equivalent. Retaining walls greater than five feet high should have free draining material along the back of the wall in addition to the base drain. The backfill immediately adjacent to retaining walls (minimum horizontal distance of one foot measured perpendicular to the wall) should comprise 3/« inch crushed rock or gravel wrapped in filter fabric. Prefabricated drainage composites may be an alternative to free draining crushed rock or gravel. The walls may be supported on continuous shallow footings designed in accordance with the recommendations provided in Section 4.5 of our February 11,2004 report. If you have any questions regarding this letter, please contact us. Please bind this addendum with the February 11, 2004 report. Sincerely, URS CORPORATION Leo D. Handfelt, R. Principal Geotechnidil Engineer LDHrafs cc: Dave Caron, CT&E Construction Testing & Engineering, Inc. '2414 Vineyard Avenue Escondido, CA 92029 (760) 746-4955 Title - Proposed New Airfield Structures Job* . 10-6138 Dsgnr: CVO Date: NOV 12,2004 Description.... 7'-4" Wall w/ Level Backfill and Vehicle Surcharge This Wall in File: C:\RP5\10-6138.RP5 Cantilevered Retaining Wall Design RetainPro Professional 5.0.7, 8-Jul-99, (c) 1989-99 Criteria |Soil Data | Retained Height = 7.20 ft A[l°w Soil Bearing = 3,000.0 psf 1*1 H i. • u* L. •! n f\n n Equivalent Fluid Pressure MethodWall height above soil = 0.00ft Heel Active Pressure = 35 0 psf/ft Slope Behind Wai = 0.00:1 Toe Active Pressure = 35^0 psf/ft Height of Soil over Toe = 1 8.00 in Passive Pressure = 380.0 psf/ft Soil Density = 1 10.00 pcf Water he'9ht over heel = ° ° ft Footing||Soil Frictior = 0.300 Wind on Stem = 0.0 psf Soil height to ignore for passive pressure = 18.00 in Surcharge Loads | Design Summary | Total Bearing Load = 4,536 Ibs ...resultant ecc. = 9.11 in Soil Pressure @ Toe = 1 ,577 psf OK Soil Pressure @ Heel = 124 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,048 psf ACl Factored @ Heel = 161 psf Footing Shear @ Toe = 17.5 psi OK Footing Shear @ Heel = 37.4 psi OK Allowable = 76.0 psi Wall Stability Ratios Overturning = 2 09 OK Sliding = 1.61 OK Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,850.1 Ibs less 100% Passive Force= - 1,900.0 Ibs less 100% Friction Force= - 1,262.4 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK Footing Design Results | Toe Heel Factored Pressure = 2,048 161 ps Mu' : Upward = 3,624 0 fM Mu1 : Downward = 882 4,733 ft-* Mu: Design = 2,742 4,733ft-* Actual 1-Way Shear = 17.45 37.43 ps Allow 1-Way Shear = 76.03 76.03 ps Toe Reinforcing = # 4 @ 8.00 in Heel Reinforcing = # 4 @ 1 6.00 in Key Reinforcing = #6@ 48.25 in Surcharge Over Heel = 300.0 psf NOT Used To Resist Sliding & Overturning Stem Construction 1 Top stem Footing Strengths & fc = 2,000 psi Fy Min. As % Toe Width Heel Width Total Footing Width Footing Thickness = Key Width Key Depth Key Distance from Toe = Cover® Top = 2.00 in Surcharge Over Toe = NOT Used for Sliding & Ov 2nd Dimensions | = 60,000 psi 0.0000 2.00ft 3.33 5.33 12.00 in 12.00 in 12.00 in 2.00ft @ Btm.= 3.00 in 0.0 psf erturning Design height ft= 2.00 0.00 Wall Material Above "Ht" = Concrete Concrete Thickness = 12.00 12.00 Rebar Size = #4 #6 Rebar Spacing = 18.00 18.00 Rebar Placed at = Edge Edge fb/FB + fa/Fa = 0.595 0.649 ^ Total Force @ Section Ibs = 1 ,648.3 2,643.7 Moment... .Actual ft-#= 3,588.3 7,874.0 J« Moment Allowable ft-#= 6,032.0 12,133.9 J^ Shear Actual psi= 13.4 22.9 I P Shear Allowable psi = 76.0 76.0 . \ Bar Develop ABOVE Ht. in= 20.93 31.39 ^^ Bar Lap/Hook BELOW Ht. in = 20.93 8.99 ^ Wall Weight psf= 150.0 150.0 Rebar Depth 'd' in= 10.25 9-63 f m psi = Fs psi = Solid Grouting - Special Inspection = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = t Masonry Block Type = Medium Weight fc psi= 2,000.0 2,000.0 Fy psi= 60,000.0 60,000.0 Other Acceptable Sizes & Spacings Toe: #4@ 25.00 in, #5@ 38.75 in, #6@ 48.25 in, #7@ 48.25 in, #8@ 48.25 in, #9@ 4 Heel: #4@ 16.25 in, #5@ 25.00 in, #6@ 35.25 in, #7@ 48.25 in, #8@ 48.25 in, #9@ 4 Key. Not req'd, Mu < S * Fr \ Construction Testing & Engineering, Inc. 2414 Vineyard Avenue Escondido, CA 92029 (760) 746-4955 Title • Proposed New Airfield Structures Job* .10-6138 Dsgnr. CVO Date: NOV 12,2004 Description.... 7'-4" Wall w/ Level Backfill and Vehicle Surcharge This Wai) in File: C:\RP5\10-6138.RP5 Cantilevered Retaining Wall Design RetainPro Professional 5.0.7, s-Jui-99, (c) 1989-99 Summary of Overturning & Resisting Forces & Moments J OVERTURNING Force Distance Moment Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load Load @ Stem Above Soil = Ibs 1 ,959.4 -109.4 ft 3.28 0.83 ft-# 6,425.5 -91.1 RESISTING Force Distance Moment Ibs ft ft-# Total = 1,850.1 O.T.M. = 6,334.3 Resisting/Overturning Ratio = 2.09 Vertical Loads used for Soil Pressure = 4,535.9 Ibs Vertical component of active pressure used for soil pressure Soil Over Heel = Sloped Soil Over Heel : Surcharge Over Heel : Adjacent Footing Load : Axial Dead Load on Stem •• Soil Over Toe . Surcharge Over Toe . Stem Weight(s) Earth @ Stem Transitions. Footing Weighi . Key Weight Vert. Component 1,848.0 330.0 1,080.0 800.0 150.0 4.17 0.00 1.00 2.50 2.67 2.50 7,700.0 330.0 2,700.0 2,133.3 375.0 Total = 4,208.0 Ibs R.M.=13,238.3 12.in Concw/#4@ 18.in o/c 12.in Cone w/ #6 @ 18.in o/c 1 3/4"5'-2 1/2" Designer select riz. reinf. @He§ee Appendix A 7'-2 1/2"7'-2 1/2" 2'-0"2'-4" Retaining walls greater than five feet high should have free draining material along the back of the wall in addition to the base drain. The backfill immediately adjacent to retaining walls (minimum horizontal distance of one foot measured perpendicular to the wall) should comprise % inch crushed rock or gravel wrapped in filter fabric. Prefabricated drainage composites may be an alternative to free draining crushed rock or gravel. License Detail Page 1 of2 California Home Tuesday, Decem License Detail Contractor License # 646033 CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&PJ712A6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. • Per B&P 7071.17. only construction related civil judgments known to the CSLB are di • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. * * * Extract Date: 12/14/2004 Business Information * * * RICHARD & RICHARD CONSTRUCTION CO INC 234 VENTURE ST STE 100 SAN MARCOS, CA 92078 Business Phone Number: (760) 759-2260 Entity: Corporation Issue Date: 05/23/1992 Reissue Date: 06/17/1998 Expire Date: 06/30/2006 * * *License Status * * * This license is current and active. All information below should be reviewed. * * *Classifications * * * Class B Description GENERAL BUILDING CONTRACTOR * * *Bonding Information * * # CONTRACTOR'S BOND: This license filed Contractor's Bond number GCL1191897 in the of $10,000 with the bonding company INTERNATIONAL BUSINESS AND MERCANTILE REASSURANCE COMPANY. http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 12/14/2004 License Detail Page 2 of2 Effective Date: 01/01/2004 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(I): The Responsible Managing Officer (RMO) RIC ALBERT WOOLSEY certified that he/she owns 10 percent or more of the voting stock/equi corporation. A bond of qualifying individual is not required. Effective Date: 06/17/1998 * * *Workers Compensation Information * # * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number: 1615115 Effective Date: 01/01/2001 Expire Date: 01/01/2005 Workers Compensation History * * * Miscellaneous Information * * * Date 06/17/1998 06/29/2002 Description LICENSE REISSUED TO ANOTHER ENTITY CLASS A REMOVED Personnel listed on this license (current or disassociated) are listed on other licei Personnel List Other Licenses ILicense Number_Request IContractor Name Request I Personnel Name Request •Salesperson Request BSalesperson Name Request—-;;;:—••-•— 5 M— IZ iZZZZl If you have difficulty accessing any material on this site because of a disability, please contact us in writing or via telephone and we will work w information available. You can direct your request to: Peggy Cox. 9821 Business Park Drive, Sacramento, CA 94827 (916)255-4014. © 2004 State of California. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 12/14/2004 5S_j in • a CK<£ 5 CE Q J '•>* -^^^ ^ ^^< ^X rsft xl N ro VJr