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Home My WebLink About2280 CAMINO ROBLEDO; ; CB002631; Permit08/11/2000 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No:CB002631 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2280 CAMINO ROBLEDO CBAD RETAIN 2552704100 Lot#: 0 $4,233.25 Construction Type: NEW BARR RESIDENCE 287 SF KEYSTONE WALL Status: ISSUED Applied: 07/17/2000 Entered By: MDP Plan Approved: 08/11/2000 Issued: 08/11/2000 Inspect Area: Applicant: BARR SALLY A 2280 CAMINO ROBLEDO CARLSBAD CA 92009 5720 08/11/00 0001 01 02 Total Fees: $116.22 lents $116.22 Building Permit Add1! Building Plan Check Add'! Plan Check Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee TOTAL PERMIT FEES NOTICE: Please take NOTICE that approval of your project includes the "ImpositiorF 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 capactiy 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 NO.. EST. VAL. _ Plan Ck. Deposit Validated By Date grass (include BIdg/Suite #) r- Legal Description Business Name (at this address)" Phase No. Total * of units Assessor's Parcel t Existing Use Proposed Us* Description of Work ^son S£ ffof Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone # (Sec. 7031.6 Business and Professions Code: Any City or County wnfch requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its issuance, alao 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 cMI penatty of not more than five hundred dollars 1*500]), Name State License # Address License Class City State/Zip Citv Business License * 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: O 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. P 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 1*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 la unlawful, end shad subject an employer to criminal penalties and etvR fines up to one hundred thousand dollar* (ttOO.OOO), hi addition to the cost of compensation, damages as provided for hi Section 3708 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: EJ 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). Q 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 D^O 2. I fcavey 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): 6. 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 la 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 25506, 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 tS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction landing agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS. 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 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 6'0* deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit Issued by the building Official under the provisions of this Code shall expire by limitation and become null and void If the building or work authorized by such permit Is not commenced within 180 days from the date of such permit or If the building or work authorized by such permit is suspended or abandoned at any time after the work Is commenced for aperiod of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 10/3/2000 Permit# CB002631 Title: BARR RESIDENCE Description: 287 SF KEYSTONE WALL Inspector Assignment: TL 2280 CAMINO ROBLEDO Lot 0 Type: RETAIN Sub Type: Job Address: Suite: Location: APPLICANT BARR SALLY A Owner: BARR SALLY A Remarks: Phone: 7606032565 Inspector: Total Time: CD Description 69 Final Masonry Requested By: SALLY Entered By: ROBIN Act r\ Comments Associated PCRs Inspection History Date Description Act Insp Comments 9/13/2000 63 Walls AP TL DRAIN & GRAVEL @ BACK WALL GRAVEL @ SIDE WALL 9/12/2000 62 Steel/Bond Beam WC TL 9/12/2000 63 Walls CO TL DRAIN @ N/SIDE WALL SEE NOTICE ATTACHED 8/18/2000 63 Walls AP TL 4 IN ROCK BASE PLACED AS PER PLAN City of Carlsbad Bldg Inspection Request For: 9/12/2000 Permit# CB002631 Inspector Assignment: TL Title: BARR RESIDENCE Description: 287 SF KEYSTONE WALL Type: RETAIN Sub Type: Phone: 7606032565 Job Address: 2280 CAM I NO ROBLEDO Suite: Lot 0 Location: Inspector: APPLICANT BARR SALLY A Owner: BARR SALLY A Remarks: WALL DRAIN, GRAVEL INSPEC Total Time: Requested By: SALLY Entered By: CHRISTINE CD Description Act Comments 62 Steel/Bond Beam UJ^ t 63 Walls CO Associated PCRs Inspection History Date Description Act Insp Comments 8/18/2000 63 Walls AP TL 4 IN ROCK BASE PLACED AS PER PLAN ^^ CITY OF CARtSSAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE PERMIT NO. 1DSWNSPECTJON CALL (760) 602-2725. RE-INSPECTION FEE DUE? X**i ff FOR£LJRTHE» INFORMATION, CONTACT YES PHONE CODE ENFORCEMENT OFFICER" EsGil Corporation In Partners/tip toitfi government for Quitting Safety DATE: 7/26/OO QAREUANT JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: OO-2631 SET: I PROJECT ADDRESS: 228O Camino Robledo PROJECT NAME: Keystone Retaining Wall 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. I | 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: 1. Note on the plan that the construction of the keystone retaining wall shall comply with ICBO #4599. 2. The construction detail of the keystone retaining wall shall be signed and sealed by the engineer. \ / /fc>r By: David Yao Enclosures: Esgil Corporation D MB D EJ D PC 7/20 tmsmtLdot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad OO-2631 7/26/00 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2631 PREPARED BY: David Yao DATE: 7/26/OO BUILDING ADDRESS: 228O Camino Robledo BUILDING OCCUPANCY:TYPE OF CONSTRUCTION: BUILDING PORTION keystone retaining wall Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA ( Sq. Ft.) 287 VALUATION MULTIPLIER per city VALUE ($) 4,233 4,233 4,233 G 199 UBC Building Permit Fee ^ Bldg. Permit Fee by ordinance: $ 69.83 G 199 UBC Plan Check Fee ^ Plan Check Fee by ordinance: $ 45.39 Type of Review: G Complete Review G Structural Only G Hourly G Repetitive Fee Applicable G Other: Esgil Plan Review Fee: $ 36.31 Comments: Sheet 1 of 1 macvalue.doc 5100 July 17, 2000 x-v r City of Carlsbad, Building Department: Enclosed is information in conjunction with an application to permit a portion of a residential backyard keystone wall that will be over 3 * high. Portions of the wall will be 3*4", 3'8", and 4' as indicated on the site plan. The wall is currently under construction. Enclosed please find the following documents (two duplicate sets): • Title sheet. • Engineering calculations & wall section drawing by Robert A. Basye, RCE, Earth Retention Consultant, for a 4* high keystone wall (original stamped & signed). • Soils report information from David F. Leake, RCE, Geocon Incorporated (original stamped & signed).' • Letter from block manuTScturer, kCP Block & Brick, veulymg ImlHHHHRIHflBIE per course. • Page from keystone literature depicting keystone mini unit. • Site plot plan from home builder, Shea Homes, drawn at 1/30 scale (1" = 30'). . • Site plan drawn at 1/8 scale (1" = 8') indicating retaining wall (location & height), property lines, existing & proposed structures, and pre-existing & proposed slopes. • Drainage plan drawn at 1/8 scale (1" = 8'). • West and north wall elevation drawings, and wall section. If you have any questions please feel free to contact me (work 760-603-2565/daytime & home 760-635-0677). Sincerely, Sally A. 2280 Camino Robledo, Carlsbad, CA 92009 Permit_let_rev.doc r. July 17, 2000 City of Carlsbad, Building Department: Enclosed is information in conjunction with an application to permit a portion of a residential backyard keystone wall that will be over 3' high. Portions of the wall will be 3'4", 3'8", and 4* as indicated on the site plan. The wall is currently under construction. Enclosed please find the following documents (two duplicate sets): • Title sheet. • Engineering calculations & wall section drawing by Robert A. Basye, RCE, Earth Retention Consultant, for a 4* high keystone wall (original stamped & signed). • Letter from block manufacturer, RCP Block & Brick, verifying minimum setback per course. • Soils report information from David F. Leake, RCE, Geocon Incorporated (original stamped & signed). • Page from keystone literature depicting keystone mini unit. • Site plot plan from home builder, Shea Homes, drawn at 1/30 scale (1" = 30*). • Site plan drawn at 1/8 scale (1" = 8') indicating retaining wall (location & height), property lines, existing & proposed structures, and pre-existing & proposed slopes. • Drainage plan drawn at 1/8 scale (1" = 8*). • West and north wall elevation drawings, and wall section. If you have any questions please feel free to contact me (work 760-603-2565/daytime & home 760-635-0677). Sincerely, Sally A. Barr 2280 Camino Robledo, Carlsbad, CA 92009 Pern»it_letdoc July 17, 2000 r r Residential Backyard Retaining Wall Permit Application TITLE SHEET Site Address: 2280 Camino Robledo, Carlsbad, CA 92009 Assessor's Parcel Number: 255-270-41-00 Lot#: 306 Owner: Sally Ann Barr The lot has already been graded for the wall and dirt has been exported as necessary. TitIeSheet.doc r ROBERT A. BASYE, CONSULTING ENGINEER 6654 Belle Glade Ave. San Diego, CA 92119 Phone: 619/597-6544 - FAX 619/465-2131 Sheet 1 of 3 Job No. 00-36 Date 06-13-00 SUBJECT:KEYSTONE WALL FOR SALLY BARR - 2280 CAMINO ROBLEDO. CARLSBAD, CA 92000 r r THIS WALL WAS DESIGNED USING THE NCMA DESIGN CRITERIA FOR SEGMENTAL RETAINING WALLS SOIL PARAMETERS ARE INDICATED IN A LETTER FROM GEOCON INC. DATED JUNE 6,2000, A COPY OF WHICH IS ENCLOSED. WALL DESIGN CALCULATIONS USING KEYSTONE MINI UNITS SIZE 4'high x 18-wide x 10.5" deep WEIGHT 45 Ibs-For 1'wall section-' W1« 45x0.66x12 » 360 EARTH PRESSURE CALCULATIONS. SOIL WEIGHT IN LBS/CUFT 130 FRICTION ANGLE IN DEGREES 38 SLOPE ANGLE IN DEGREES 26.6 WALL FACE ANGLE IN DEGREE 71 NORMAL PRESSURE ANGLE 90 Ka - 0.17 EFP «22.3 Pa « (0.5)(130)(16)(0.17)(cos(38x0.66-19» Pa »175 OVERTURNING Mo = Pa(4/3)=233ftlbs RESISTING Mr » (360)(0.437+2Tan19> =405 ft Ibs FS -405/233 = 1.74 (ICBO minimum fe 1.5) SLIDING Resistance - .929(12x30) » .929x360 »334 FS =334/175 = 1.91 (ICBO minimum is 1.5) MATERIAL UNITS SHALL BE KEYSTONE MINI UNITS AS PROVIDED BY R.C.P. BLOCK & BRICK AND INSTALLED AS SHOWN IN THE KEYSTONE DESIGN AND CONSTRUCTION MANUAL. MAXIMUM WALL SECTION NOT TO SCALE oLOCK & BRICK Service, SWectfon, Savings Since 1947 Corporate Office & Sales Yard 8240 Broadway Lemon Grove Ca 91945 Phone: 619-460-9101 Fax: 619-460-3926 E-Mail: Sales @ rcpbtock.com MaH to: P O Box 579 Lemon Grove CA 919464579 Block Plant ft Sato» 9631 N Magnolia Santo* C* 92071 (619)448-2240 Sale* 75 N Fourth Av Chuta Vista Ca 91910 (619) 474-1516 Sale* 577 N Vutean Av EncMtu Ca 92024 (760) 753-1164 SalM 1070 W Mission Av EscondldoCa 92025 ) 480-9696 sates 25725 Jefferson Av MurrittaCs 92362 (909) 677.1489 June 26, 2000 Ms Sally Bari 2280 Camino Robledo Carlsbad, CA 92009-9354 Dear Ms. Barr, This letter will confirm the information you requested regarding set-back on Keystone Mini Units as manufactured by RCP Block & Brick Inc. When using rear pin holes, minimum set back is 1-3/8" When using front pin holes, minimum set back is 3/8" Thank you for your interest in the Keystone Retaining Wall System and please let us know if we can be of any further help. Sincerely, A*^' n# Judy Koons Marketing Dir. cc Shelley Stevenson r GEOCON INCORPORATED GEOTECHNICAl CONSULTANTSr Project No. 05871-12-08 June 6,2000 Sally Barr 2280 Camino Robledo Carlsbad, California 92009 Subject: ARROYO LA COSTA UNIT 2, LOT 306 CARLSBAD, CALIFORNIA SEGMENTAL RETAINING WALL Reference: 1. Supplemental Soil and Geologic Investigation For La Costa Ranch Southwest, I and II Areas, Carlsbad, California, prepared by Geocon Incorporated, dated November 28,1989 (Project No. D-4229-H02). 2. Final Report of Testing and Observation Services During Grading [for] Arroyo La Costa Unit 2, Lots 118 through 465, Carlsbad, California, prepared by Geocon Incorporated, dated November 24,1997 (Project No. 05845-12-01). Dear Ms. Barr; In accordance with your request, presented herein are our recommendations for geotechnical parameters for design of a segmental retaining wall planned for the subject residential lot. We understand mat the wall will have a maximum height of approximately 4 feet and be located along the bottom of the ascending slope at the rear of the building pad. Review of the as-graded site conditions indicate that the lot pad and the rear ascending slope are comprised of dense, partially cemented, silty sands (sandstone) of the Torrey Sandstone formation. Laboratory testing performed on this material as a part of the original site investigation indicated that the following geotechnical parameters may be utilized in design of retaining structures. Internal Angle of Friction 0 = 3 8 degrees Soil Unit Weight = 130 pounds per cubic foot Allowable Soil Bearing Pressure = 2,000 pounds per square foot The retaining wall should be provided with a backdrain with drainage directed to a suitable outlet. r 6960 Flanders Drive • San Diego, California 92121-2974 • Telephone (858) 558-6900 • Fax (858) 558-6159 r If you have .any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEQCONINCORPO David F. RCE 22527 DFL;dmc (2) Addressee r r Project No. 05871-12-08 -2-June 6, 2000 STAN A R D C Size* A *"ft * 18"w x 21V2"d (.200 x .455 x .545 m) Exposed Face Area A / sq. ft. -8"x 18" Weight* A 105 Ibs. (50 kg) The Keystone Standard is an American original. What started the industry is still the industry leader. Its height-to-depth ratio delivers a structurally sound, engineered wall system with superior construction stability, durability, and strength. The choice for tall walls and critical structures. C 0 P A C Size* A 8"h x !8"w x 12"d (.200 x .455 x .305 m) Exposed Face Area A 1 sq. ft, - 8" x 18" Weight* A 85lbs.(39kg) The Keystone Compac is the perfect choice where the deep embedment length of the Standard unit is not required. An installer's favorite, its lighter weight and shorter tail design makes it easy to handle for smaller walls. MINI AN Size* A 4"hxl8"wxlO'/2"d(.100x.455x.265m) Exposed Face Area A */2Sq.ft.-4"xl8" Weight* A 45lbs.(20kg) The Keystone Mini is a great solution for smaller, non-critical applications. It is easy to handle and easy to install. Makes for an attractive wall on its own or as an accent when integrated with the 8" (200 mm) high Standard or Compac units. The proportion and scale of the Mini units blend well with brick and ledge stone typically found in residential construction. The unit is also used for the 4" (100 mm) high cap module to complete most wall installations. The cap unit has a smooth top surface without openings to give a coping appearance. C A P * Size, unit weight, color, and availability may vary by region. Consult your local Keystone Representative. PHASE 4 <o LEGEND BLOCK WALL WITH CAP ^*«^ •^•» 5 WROUGHT IRON FENCE •^^V^^N^W^ MAILBOX & LANDSCAPE A MAINTENANCE EASEMENT E3J riRF HYDRANT • - UTILITY TRANS/VAULT — W oM u CD0 PLOT DATE: SHEA HOMES RESERVES THE RIGHT TO MAKE MODIFICATIONS AND CHANGES TO ITEMS INCtUDING. BUT NOT LIMITED TO; LOT GRADING AND DRAINAGE, LOT LINES. FENCE LOCATIONS, PAD ELEVATIONS, TOPS it TOES OF SLOPES, RETAINING WALLS, UTILITY LOCATIONS, DRIVEWAYS it SIDEWALKS, AND SETBACKS. BUYER IS EXPRESSLY ADVISED NOT TO ALTER THE DRAINAGE ON THE LOT. ALL UTILITIES, SIGNS, FENCES AND DIMENSIONS ARE SHOWN AS APPROXIMATE LOCATIONS AND DIMENSIONS MAY VARY DEPENDING UPON CONSTRUCTION CONDITIONS. CONSTRUCTION;. SAl£S: SIGNATURE: PROJECT MANAGER: ^fC DATE- SHEA HOMES 10721 Treeno Si. Son Diego, CA 92131 (619) 549-3156 ARROYO LA COSTA (VILLAGE UNIT 2, MAP NO. 13386 LOTS 306, 307, & 308 "G") T: \ENGR\UQ-S\HOWNER\UQlHt 7-OWG J.N. 1303.00