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Home My WebLink About2331 TERRAZA RIBERA; ; CB901148; Permit0·8 / 15 / 9 0 11 : 4 9 fage • 1 of 1 B U I L D I N G :,Ob Address: 2331 TERRAZA RIBERA PBrmit Type: SINGLE FAMILY DWELLING Parcel No: 215-582-37-00 Valuation: 174,996 P E R M I T Str: Permit Project Development Fl: Ste: No: CB901148 No: A9001254 No: DEV89063 Construction Type: VN Occupancy Group: R3/M1 Description: PLAN 3 PC Class Code : 90-290 2325 SF 422 CT 84-41 Status: Applied: 07/06/90 07/06/90 DC : SF GARAGE PHASE 5 186 Lo"f I t(,t, CONTRACTOR FIELDSTONE OWNER 5465 MOREHOUSE DR #250 SAN DIEGO, CA 92121 FIELDSTONE CORPORATION *** Fees Required *** Fees: 11,978.00 Adjustments: .00 Total Fees: 11,978.00 Fee description Building Permit Plan Check Strong Motion Fee Enter 'Y' to Autocalc P.F.F. F.M.F./G.M.F. and Zone(99) *** Enter 'Y' to Autocalc Lacosta TIF Enter 'Y' to Autocalc Bridge Fee or manually enter M.F.F. Enter Park-in-Lieu Dist#(9) twice * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture or Trap > Each Building Sewer > Each Water Heater and/or Vent > Gas Piping System > Each Vacuum Breaker > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Single Phase Per AMP > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL Apr/Issue: Validated By: Lie . C 402826 619-546-8081 Lie. OWNER Fees Collected & Credits *** Total Credits: Total Payments: Balance Due: Units Fee/Unit 1713.00 4.00 15.00 1.00 1.00 1.00 2 .00 100.00 1.00 4.00 2.00 2.50 6 .50 2.50 2 .50 2.50 .25 9 .00 4.50 6.50 .00 250.00 11,728.00 Ext fee Data 902.00 586.00 12.00 6125 .00 Y 310.00 06 670.00 Y 530.00 Y ,._J.713.00 983.00 11831.00 7.50 Y 37.50 6.50 2.50 2.50 5.00 62.00 5.00 Y 25.00 30.00 15.00 Y 9.00 18 .00 13.00 55.00 PERMIT# CB901148 DESCRIPTION: PLAN 3 PC SF GARAGE TYPE: SFD CITY OF CARLSBAD INSPECTION REQUEST FOR 09/20/91 90-290 2325 SF 422 PHASE 5 LOT 186 JOB ADDRESS: 2331 TERRAZA RIBERA APPLICANT: FIELDSTONE COMPANY CONTRACTOR: FIELDSTONE PHONE: PHONE: OWNER: FIELDSTONE CORPORATION PHONE: INSPECTOR AREA MP PLANCK# CB901148 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 5468081 / REMARKS: MH/RUDY/529-9964 PAGER SPECIAL INSTRUCT: 619-5~~~of ~~ INSPECTOR fl , ~ ~ TOTAL TIME: CD 19 29 39 49 LVL DESCRIPTION ST Final structural PL Final Plumbing EL Final Electrical ME Final Mechanical --- DATE DESCRIPTION ***** 070991 Interior Lath/Drywall 061891 Rough Combo 061891 Shear Panels/HD's 061091 Gas/Test/Repairs 061091 Rough/Topout 061091 Roof/Reroof 051791 Interior Lath/Drywall 121190 Ftg/Foundation/Piers 120690 Underground/Under Floor J1 _C_O_MM_E_N_T_S ___________ _ INSPECTION HISTORY ***** ACT INSP COMMENTS AP PY AP MP AP MP AP PY AP PY AP PY NR MP AP MP AP MP FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLAN CHECK#: CB901148 PERMIT#: CB901148 FIRE PLANNING PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 186 ADDRESS: 2331 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA U/M ~/) DATE: 09/11/91 PERMIT TYPE: SFD -----==================================================7==========------- INSPECTED ~ DATE BY: ____ ._,_~....,.=--INSPECTED:q-23-91 APPROVED DISAPPROVED INSPECTED BY: INSPECTED BY: . ---- DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED ===================-================---------=============================== COMMENTS: FINAL BJ:.f:EIJ:)ING INSPECTION /?,/ -\ DEPT: BUILDING ENGINEERING c:::~~/ PLANNING U/M PLAN CHECK#: CB901148 PERMIT#: CB901148 PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 186 ADDRESS: 2331 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA INSPECTE;;: DATE INSPECTED: 9/; 7Q/ BY: ( ~ INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED APPROVED RECEl\/,=n SFP 1 6 1991 WATER DATE: 09/11/91 PERMIT TYPE: SFD L DISAPPROVED DISAPPROVED DISAPPROVED ============================================================================= COMMENTS: DEPT: BUILDING FINAL BUILDINE;~---'-~T;ON ENGINEERING FIRE LANNING >/M ~ PLAN CHECK#: CB901148 PERMIT#: CB901148 PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 186 ADDRESS: 2331 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA INSPECTED BY: DATE INSPECTED: APPROVED WATER DATE: 09/11/91 PERMIT TYPE: SFD DISAPPROVED =================--========-----========-----=========----=================== COMMENTS: I E~NAL BUILDING INSPECTION ----~ DEPT: BUILDING ~~~-/ FIRE PLANNING U/M PLAN CHECK#: CB901148 PERMIT#: CB901148 PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 186 ADDRESS: 2331 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA WATER DATE: 09/11/91 PERMIT TYPE: SFD ==========================--=====---======---======--======================== INSPECTED 0~'2 DATE 1-/(•"i/ BY: INSPECTED: APPROVED )( DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ============================================-================================ COMMENTS: DEPT: BUILDING FINAL ENGINEERING BUILDING INSPEC~ .· FIRE PLANNING ~//WATER PLAN CHECK#: CB901148 PERMIT#: CB901148 PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 186 ADDRESS: 2331 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED APPROVED DATE: 09/11/91 PERMIT TYPE: SFD DISAPPROVED DISAPPROVED DISAPPROVED =========================================----================================ COMMENTS: SOUTHl!AN CALIFORNIA SOIL AND Tl!STING, INC. 6280 RIVERDALE STREET, P.O. BOX 20827. SAN DIEGO, CALIFORNIA 92120 (619} 280-4321 67B ENTE!=tPRISE STREET. ESC□N□IOO. CALIFORNIA 9202!5 {B 19} 746-4!544 REPORT OF COMPRESSION TESTS F" e NUMBER 8912271 □ATE December 21, 1990 ASTM ( C39) ll! CONCRETE J□B Alga Hills ~□□Ress 2331 Terraza Ribera -Lot 186 (lWNER ARCHITECT ] F"-.IGINEER CONTRACTOR L Robert Bowlus JEM I II Fieldstone Associates I L OCAT1UN IN STRUCTURE Middle of south end II C..01\.-11><:, ~lE '.11.-; "~l.l OR PROPORTIONS ! Tl'\.1E:. IN Ml><EA. MINUTES )L l __ ,1\,1P. 1NCHES Sorrento Sorrento S500016 51 5-1/4 i FAGR1~ATE'O BY LTested by: DJ r----- MS TRUCK NO 91 1 ; ASORATOl=<Y NO l\;1ARK #1 DATE !'v1AOE DATE RECEIVED ,JATE TESTED ~•C.VE: TER. INCHES APf-a-A SQ INCHES r'v1AXiMUM LOAD, LBS ~CMPRESSIVE STR. PSI AGE TESTED. DAYS Rf"Q'O PSI AT 28 DAYS uN1 T WT/cu FT {PLASTIC) 7514 12-14-90 12-17-90 12-21-90 6.00 28.27 49,250 1,740 7 2,500 01STR1Bu TION (3) Ben F. Smith, Inc. (1) JEM III (1) City of Carlsbad (1) Sorrento Ready Mix 7515 1-11-91 67,000 2,370 28 ,v-- 7516 Permit #CB901116 TICKET NO 138127 0 MORT,_.,.R 0 GROUT 0 GUNlTE D SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEW'ED av· Michael B. Wheeler, R.C.E. #45358 1 ~--·· .......... C ffllllCT'. ma. ___,., D tua. L•~ , ,_,CAT,• C •••aao .,..._. II oneu C ""' 0•1wute INSft'N. DATI LOCATIONS 01' wO•K INSll'!CTEO, TUT UMll'LU TAIC!M, WOU •tJ!CT!D, J08 11'•081.IMI, ll'ltOO.HS, •tMA•U, ITC. INC:I.VOltl , .... 0 ..... TION ••ovT -•-v .. Tl 00' MAT&•••1. ... I. •c: &O o• _ .......... •-•DJ IIV ....... ,. ....... • IO&IIT. 110••· 00' T&IT ........... TAN&N1 1T•VC:T. C:ONN&CTIONI ••&1.0•M•O& .... T. eOI.TI TO•OV&DI CM&c••ot &TC, I HHIIY CRTIJY THAT I NAVI I...CftD ML WON. &#AIM onawlll NOTID, t MAVI COWI.Y WITH THI ""IO¥ID fllNII. INCIMA IICnOta a, THI GGVWN• IUl&DING LAWI\, GEOCON INCO Hf"O H.-\T El> FOUNDATION OBSERVATION REPORT JOB NAME :__._.A___,/1,._-._......_!f-, ____ · f /.....__$ _, _G_a ........ · /~ ____ l;;l_·, d ....... , ..-.t'A__,___ __ _ ( LOCATION: 1.,ors I es-, Jr:,6, 187, f' le&------ • I FILE NO.: ;?£»ft.. -pq'-?? 7'.'. DATE: /2-/; o/9 0 I (ADDRESS, LOT NUMBER/BUILDING NO., ETC.) PERMIT NO.: Pl.AN FILE NO.: ePURPOSE OF OBSERVATION: JB ftJ D ~ Verify soil conditions exposed are similar to those anticipated. Footing excavations extend to proper depth and bearing strata. Verify foundation reinforcement complies with minimum recommended in soil report. Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report. D Other: ________________________________ _ e SOIL REPORT RECOMMENDATIONS BASED ON: 0 Expansion Condition; 0 VERY LOW ClLOW 0iii MEDIUM O HIGH OVERY HIGH IS Fill Geometry C1':ua-..?,-ey J[ , ~ Other: t.,15 Aet 8'!..:r-·"{";pv-::.L.<-7'1/t ?2 ~ !2v7Pll-t i&77?7?tttt?Y.:12 ,:lr r 6 b-<P-tn5:L!'W e MINIMUM FOUNDATION RECOMMENDATION: . •I Footing Depth: r&l 12 INCHES 12!1 18 INCHES D 24 INCHES 0THER:Lcrt 1£--S-f !&(; . .4."~ tE,' e>nl!,t?, ~ Footing Reinforcement: 0 NO. 4 T&B O 2-N0.4 T&B O N0.5 T&B OTHER: Pr,-;1 Ti716~t.ri:J Interior Slab Reinforcement: 0 6x6-10/10 0 6x6-6/6 0 NO. 3 @ 24 INCHES O NO. 3 @ 18 INCHES Slab Bedding Material and Thickness: 1 ' Vapor Barrier: ll•:zli''"c. ??1./. e FOUNDATION PLAN REVIEWED: YES D If yes, identify and describe: e OBSERVATIONS: 00 Substantial conformance with Soil Report (see "Purpose of Observation"). D Substantial conformance with Foundation Plans. D Other: Az vcr Tar( p,-· ,vr? M:$,".7.'v:1:tc::"".\ .... [1,~r &...,.__,,<:trZJtt:::72 O.•rwr,'6'(4 r,•~?:k.,.. i,,./fl • COMMENTS: 4.· Mi2i z+::::?Yt:1 # :'I'. ,e,-.ev,·<'e:'<e-< B1tf :ftfq.,w' &: e«a:e-a LY ?at:• u,v X' ~ at :z½~ £-?.:;7,ay(: WdZ:::E/ tltff '1M117Y 7Pcn,-,m---; CCC'i11 81>Nc"tftV lltE &+•zuv, oP{ nt,;· FR,·a,(I vr rr;r;· n:\wpjob\dral\.ing\fdnobrpl.100 I I I IIOUTH■A CALIFORNIA aDIL AND mlTING, INC. 6280 RIVERDALE ST~EET. P.O . BOX li!Oe&!7. SAN OIEGO. CALIFORNIA ee 1 20 cs 1 BJ 280-4321 878 ENTERPRISE STREET. ESCONOIOO. CALFORNIA Slii!02e (818) 748-4~44 REPCRT OF COMPRE ■SION Tl!BTS FILE NUMBER . 8912271 J□B Alga Hills A□□Ress 2331 Terraza Ribera □ATE= December 21, 1990 ot 186 ASTM ( C39) a! CONCRETE 0 MORTMR 0 GROUT OWNER ARCHITECT Robert Bowlus Associates ENGINEER JEM I II c□NTRA cT□R •Fieldstone LOCATION IN STRUCTURE Middle of south end CEMENT II AOM IXTL1RE SANO Sorrento ROCK Sorrento MIX "-10 OR PRO POR TIONS: S500016 TIME IN MIXER. MINUTES ' 51 SLUMP, INCHES 5-1/4 FABRICATED BY MS TRUCK NO' 91 Tested by: DJ LABORATORY NO .. 7514 7515 MARt< #1 DATE MADE ·12-14-90 DATE RECEIVED 12-17-90 DAT E TESTED . 12-21-90 1-11-91 OIAME TE R. INCHES 6.00 APEA , SQ INCHES 28.27 MAXIMUM LOAD, LBS 49,250 67,000 COMPRESSIVE STA, PSI ' 1,740 2,370 AGE TESTED, DAYS 7 28 RE□·□ PSI AT 2 8 DAYS. 2,500 UNIT WT/cu FT (PLASTIC) ,,,,,,,- DISTRIBUTION · (3) ( 1) (1) (1) Ben F. Smith, Inc. JEM I II City of Carlsbad Sorrento Ready Mi x 0 GUNITE D Permit #CB901116 TICKET NO 138127 7516 2-08-91 70,500 2,500 56 - SOUTHERN CALIFORNIA SOIL AND TESTING. INC. REVIEWED BY: Michael B. Wheeler, R.C.E. #45358