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Home My WebLink About2720 BRESSI RANCH WAY; ; CB043675; PermitI City of Carlsbad 02-1 0-2005 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Patio/Deck Permit Permit No: CB043675 Applicant: LENNAR COMMUNITIES 2720 BRESSI RANCH WY CBAD PATIO Status: ISSUED 2131416300 Lot #: 164 Applied: 09/17/2004 $1,600.00 Construction Type: NEW Entered By: KMT CT02-14 Plan Approved: 10/1 5/2004 Issued: 10/15/2004 WISTERIA @ BRESSI - 200 SF Inspect Area: TP GAZEBO @ PUBLIC AREA / LOT 164 Plan Check#: PC040109 STE 300 1525 FARADAY AVE Owner: LENNAR COMMUNITIES STE 300 1525 FARADAY AVE 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 $31.41 $0.00 $20.42 $0.00 $1 .oo $0.00 $0.00 $0.00 $0.00 TOTAL PERMIT FEES $52.83 Total Fees: $52.83 Total Payments To Date: $52.83 Balance Due: $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'Teedexactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. 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 feedexactions 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 Dreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has Dreviouslv otherwise exoired. UNSCHEDULED BUILDING INSPECTION INSPECTOR 6 PLAN CHECK # DESCRIPTION CODE /4 DESCRIPTION ACT COMMENTS 3B's STRUCTURAL OBSERVATION 16170 RANCHO D~L LAGO MORENO VALLEY, CA 92551 3 B's STRUCTURAL OBSERVA~ON 24 HOUR PACER: 951-673-2207 CELL: 951-815-9961 Observation Report and Observation Agreement Samples: -x- I I Description of Work Obsenred: I WHITE - OFFICE, CANARY - ACCOUNMG, PlNK DEPUR GOU) - JOBSITE ZO'd 81Z6 T6P OTL "OM NO81 9 'I33JS NONBOHJ ZT:LO 9ooz-Tz-mr Brent C McComas Structural Steel & Welding Special lnspector The individual named hereon Is CERTIFIED In the category shown, having been so certified pursuant to successful ComDletlon of the DrescribeU written reoulremenk NO. 5087492-85 ICC ceriilicarion atfe.tfr io comperent knowledge of codes andstandads. . ... 3 B'S Structural Observation e t , I ; *Deputy Inspection" Proatresod Cmcrele SmJduml-Vw- Reinforced Concrete Reinfomd h4monry Z&!ZTez Magnotic Paflue Oualily contml Roto I1 zane4 CWI ICBOIICC Bern McComas 24hr. Pager 909 873-2207 18170 Rancho Del 4@ 909 cell- 815-9981 Moreno Vnlby. CA 92551 FAX951 242-5906 , .. .. .: PT:LO 900Z-TZ-NVr 12522 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO. R d//L 7 /A - -I-- P. 0. NO.: I I I PAGE J OF C PL NC FIX FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE OREINFORCED MASONRY WELDING OFIREPROOFING Q.C. CONCRETE 0 ROOFINGNVATERPROOFING 0 P.T. CONCRETEETRESSO EPOXY ANCHORS &S. BOLTING n I DSAAPP. NO.: , FILENO.: , DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 8;o0 TIME DEPARTED: **3, c;r DATE: cc.- /> 3 -(33 -0.5" s /&+9 r/ &a.E 66 I UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications a d applicable sections of the governing building laws. DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of the DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes:_iL NO:- Inspector Initials: ,A F, , Inspector Initials pz. .' - 5 SOIL E TESTING, IN4 z f 4 z YI I 3 z PL SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 NC FIX PAGE / OF J SCS&T FILE NO. ~+$$?-%~ P.O. NO.: P.E. REVIEW ,,- *' x UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, ,---*- the work inspected is to the best of my knowledge in compliance with the approved plans, Inspector Initials pf<+Qq specifications and applicable sections of the governing building laws. WSPE DSA I hereby certify that I have inspected the above reported work in accordance with the accordance with the requirements of the DSA approved documents. The work inspected .s~gnature amori~-,& complies with the DSA approved documents. Yes: No: Inspector Initials requirements of DSA approved documents. Sampling and testing were conducted in DATE ,/ SCST205 (REV 6/04) ~~ - .-___ .... .......y .... ..-.....,.,... .. ..... .... SI. ,. - . .:. .* . I . '. . < I ... ..... . :. - .... T'.. ': ........ , ,: I ,' ;.- ..,:,,,":,\,. '? '. ' . ' . : .. , , : . :,.-;: , ';'. .:.:?. . ' .. .......... ., .. ... , b' . .' .,' . , , . , . ,, . ' . > " 3. . ; . , . I. .I , .. .. .. .. .dA: gfl. ............ ... . .... ,,I .. .. .. .. ...... - ... ............ - .:.. ....< ........... ....... , , .. ._ , .. ... .. . . ,.. .... .. .. .. PAGE 81 .. i I' Leighton and Associates, Inc. A LEICHTON CROUP COYPANV FOOTING OBSERVATION SUMMARY Location: Plan File No.: Permit No.: Observation Summary &Initials ,/ / Date <.:J/ Initials A representative of Leighton and Associates observed onsite soil conditions. Soil conditions at the site are substantially in conformance with those assumed in the geotechnical report. A representative of Leighton and Associates observed and measured footing excavation depth/width. Footing excavations extend to proper depth and bearing strata and are in general conformance with recommendations of the geotechnical report. / ,! :/ Date (2 LL-4 .i Initials 'iJ./;? Date A representative of Leighton and Associates measured footing setback from slope face. The setback was in general accordance with the recommendations of the geotechnical report. Notes to SuperintendentlForeman 1. Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may take an extended period of time and the contractor should schedule accordingly. 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (Le., heavy rain, etc.), we should be contacted to perform additional site observations. Note to Building inspector 1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading. For Leighton'and Associates, Inc. Date 3930 R 1-05 CLIENT COPY 701 B STREET, SUITE 800 SAN DIEGO, CA 92101 PR 0 J ECT DES IG N CONS U LTANTS File: 2409.05 619.2356471 TEL 619.234.0349 FAX WWW.PROJECTDESIGN.COM January 20,2005 CITY OF CARLSBAD Building Department 1635 Faraday Avenue Carlsbad, CA 92008-73 14 SUBJECT: Bressi Ranch- PA 7 Park - Gazebo Form Certification To Whom It May Concern: ProjectDesign Consultants has field verified the form positions shown on the Grading Plans for the Gazebo in PA-7 of the above-referenced project. Upon our review of the survey data collected on January 17, 2005 the Gazebo footprints conform horizontally and within M.1’ vertically to the approved design. Sincerely , William R. Dick Principal / C.O.O. LS 5276 exp. 12/31/05 T:SURVEY\~~~~\FORMCERTLETER~~O~.FC-PA-~~~~~~O doc SAN DIEGO * PHOENIX * TEMECULA * BAKERSFIELD ~~~ ~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCSi%T FILE NO.--&-’&l!. p. 0. NO.: -----_____I_______ C PL NC FIX PAGE f OF 1 I 1 FIELD INSPECTION REPORT FOR: n REINFORCED CONCRETE OREINFORCED MASONRY JQV ELDING nFIREPROOFING DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: s-’oo TIME DEPARTED: xi3 ~ I A 46 UBC I hereby certify that I have inspected the above reported work. Unless noted I otherwise, the work inspected is to the best of my knowledge in compliance with the of the governing building laws. Inspector Initials I - DSA I hereby certify that I have inspected the above reported work in accordance with the I resuirements of the DSA approved documents. Sampling and testing were conducted in 1 accordance with the requirements of the DSA approved documents. The work inspected I authorizes the abovel work. approved documents. Inspector initials: ___ 31850 1 d SOIL L TESTING, IN‘ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCS8tT FILE NO. P.O. NO.: I ’ OF PL NC FIX PAGE 1 I FIELD INSPECTION REPORT FOR: O.C. CONCRETE ROOFINGMATERPAOOFING o P.T. CONGRETUSTRESS EPOXY ANCHORS n H.S. BOLTING ~~ ~ REINFORCED CONCRETE REINFORCED MASONR$’&~)(WELDING o FIREPROOFING rted work in accordance with the SCST205 (REV 8/04)