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Home My WebLink About2399 PASEO CANDELERO; ; CB890546; PermitV - 2r' 0. thereby affirm that lam licensed under U I provisions of Chapter 9 (commencing with - Section 7000) of Division 3 of the Business '-I and Professions Code, and my license sin L., full force and effect. UI— - I hereby altirm that I am exempt from the Conlrac tsr's License Law for the following reason (Sec. 7031.S 8usinessand Professions Code: Any City or county whicr, re' queen a permit to construct, alter, improve, demolish, or repair any structure, prior toils issuance also requires the ap plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions 01 the Contractor's License Law (Chapter 9 cnrnmencing with Section 7000 of Division ul tIm Business and Protesaions Code) or that is ex-empt theretrom and the basis for the alleges exemption Any violation of Section 7031.5 by an applicant for a permit sub-jects the applicant to civil penalty of not more than live hun-dred dollars ($500). ii I. as owner of the property, or my employees with wages as their sole compensation, will do the wOrh, and the struc- ture is nut intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner SI property who builds or improves thereon and who anus such work himself or through his own employees, provided that such improvements are not intend- ed or offered for sale. It, however, the building or improve-ment is sold within one year 01 complelien, the owner-builder will have the burden 01 proving that he did not build Or im-prove for the purpose 01 sale). ii I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, V Business and Professions Code: The Contractor's License Law does not apply to an owner 01 property who builds Or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). I] Asa homeowner lam improving my hnmo, and the 10110w- IO9 Conditions exist: I. The work is being performed prior to sale. i have lived in my home for twelve months prior to Completion Of this work. I have not claimed this exemption-during the last three yearn. - 0 lam exempt under Sec. __________________ . B & P.C. for this reason ac 0 flat liCE BAIl PhhhiT DEN uNIV R DDEt UADII APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I hereby affirm that I have a certificate 01 consent to seil.innure. or a certificate of Workers' Compensation In-surance, or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY Copy in filed with the city - Certified copy is hereby furnished V -. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) or lens) I Certily that in the performance 01 the work for which this permit in issued. I shall not employ any person in any manner so as to become subject to the Workers' Compen. nation Laws 01 California. NOTICE TO APPLICANT: If. alter making this Certificate - 01 Euemption, you should become subject to the Workers' - Compensation provisions 01 the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked. [" 0 I hereby affirm that there in a construction lending ec _agency for the performance of the work for which this per- ° mit is issued (Sec. 3097, Civil Code) - I&I - Lender's Name -JI L Lender's Address________________________________ CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS AV. ST.RD, THOMAS BROS NO. I DATE OF APPLICATION BUSINESS LICENSE B I L TON PERMIT NUMBER -'39f sep I te ' 9A ZONE CONTRACTOR CONTRACTORS PHONE BLOCK J SUBDIVISION ASSESSOR PARCEL NO, , S NAME OWNER'S PHONE __________ CONTRACTO 'S ADDRESS STATE LICENSE NO. ,17 777 BUILDING SO. FOOTAGE kOWINE S MAILING ADDRESS Z7 co ' 'i5'i,c,te DESIGNER DESIGNER'S PHONE TION OF WORK DESIGNER'S ADDRESS STATE LICENSE NO. 6477 04/26/89 0001 01 02 ,coô BldPmt 968.0 F/P FLRELEV, NO 0CC GP I EDU STORIES I I YO NO I CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD FIRE SPR J I AREA I I CONST I 0 N 0 I Y O NO I I rD ND Not Valid fin/Ms Machine Certified — QTY. PLUMBING PERMIT ISSUE 7 5 OTY. MECHANICAL PERMIT - ISSUE )5 00 SUMMARY/ACCOUNT NUMBER - — EACH FIXTURE TRAP - — INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001'810-00'00'8220 (/5_5 EACH BUILDING SEWER , OVER 100,000 BTU , SIGN PERMIT 001'810'00'00'8221 - EACH WATER HEATER ANDiOR VENT , BOILER/COMPRESSOR UP TO 3 HP ' PLAN CHECK 001-810'00-00-8891 - ,EACH GAS SYSTEM 1 104 OUTLETS ' — BOILER/COMPRESSOR 3-15 HP - TOTAL PLUMBING 001'810-00'00'8222 EACH GAS SYSTEMS OR MORE , METAL FIREPLACE ELECTRICAL 001-810'00'00'8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . — VENT FAN SINGLE DUCT . MECHANICAL 001'810'00'00'8224 - EACH VACUUM BREAKER , - MECH EXHAUST H000!DUCTS . , MOBILEHOME 001'810'00'00'8225 — WATER SOFTNER ' RELOCATION OF EA FURNACE/HEATER - SOLAR 001'810-00'00-8226 EACH ROOF DRAIN (INSIDE) . - DRYER VENT STRONG MOTION 880'519'92-33 - TOTAL MECHANICAL ' I FIRE SPRINKLERS 001-810-00-00-8227 TOTAL PLUMBING PUBLIC FACILITIES FEE 320'810-00-00-8740 — BRIDGE FEE 360'810'00'00'8740 QTY. ELECTRICAL PERMIT -'ISSUE OTY. MOBILE HOME SETUP - PARK-IN-LIEU (AREA I NEW CONST EA AMP'SWl BKR -. CAR PORT . TIF 312-810-00-00-8835 - I PH 3 PH , AWNING - , LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMPISWTBKR - GARAGE . FMF 1 PH 3 PH V , , LICENSE TAX 001'810'00'00'8162 - REMODEL'ALTER PER CIRCUIT ' , . MFF 880-519-92-57 - TEMPPOLE 200AMPS - OVER 200AMPS TEMP OCCUPANCY I30DAYS) CREDIT DEPOSIT IOTAI. ELECTRICAL TOTAL ' TOTAL FEES PAYABLE ' 96f 0"o I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration Every permit issued by the Building Official under the provisions of this * AN OSHA PET IS REQUIRED FOR EXCAVATIONS vER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void If the building or work 5-0" DEEP AND DEM,ITIGN OR CONSTRUCTION o authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit. or it the building or work authorized by Such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT -ISSUED TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- I abandoned alan a after the wor Ommenced for period of 180 days CONTRACTOR APPRO ED Y DATE I ii STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND AP~PLIMCS I LURS. OWNER fl KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND I 'Z~ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE ' BY PHONE 0 jjjfri d1th GRANTING OF THIS PERMIT. ,j2Z9 I TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME D FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BL/CO 0 PL/CO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL o DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE FIELD INSPECTION RECORD t REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES - INSPECTION REQ. IF INSPECTORS D CHECKED APPROVAL ATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOL1S SPECIAL MASONRY PILES CAISSONS (ltttg 01 Qlurlø INSPECTOR ______________________ PERMIT REQUEST FpR INSPECTION RECORD _____________________ NO. _____________________ DATE: '7 7A7 OWNER /2 ADDRESS REQUESTED __ '—PHONE PERSON _TAKING REPORT7 FAILDING ELECTRICAL FOUNDATIONO CITING 0SLAB 0 TEMPORARY SERVICE REINFORCING STEEL C 0 UFFER GROUND O MASONRY 0 ELECTRIC UNDERGROUND Ci O GROUT - GUNITE 0 ROUGH ELECTRIC O FLOOR AND CEILING SUB RAME 0 POOL BONDING SHEATING' 0 ROOF 0 SHAR O ELECTRIC SERVICE ) O FRAME O FINAL / - - EXTERIOR LATH O INSULATION ,t4; O INTERIOR LATH OR DR ALL O FINAL PLUMBING MISCELLANEOUS O UNDERGROUND PLUMBING o CONDITIONED AIR SYSTEMS O SEWER AND PL/CO O SOLAR HEAT O TOP OUT PLUMBING O PATIO O TUB OR SHOWER PAN 0 POOL OSPA O GAS TEST O SIGN O WATER HEATER O GRADING O SOLAR WATER 0 DRIVEWAY O FINAL O FINAL SPECIAL INSTRUCTIONS 0 Tuesday 0 Wednesday 0 Thursday 0 Friday t,)• -•') 11/27/90 INSPECTION HISTORY LISTING FOR PERNIT# CB890546 DATE INSPECTION TYPE INSP ACT COMMENTS 07/20/90 Grout NP AP PRINENTEL LN 07/20/90 Grout RI RI T3/NH/DON 07/20/90 Grout NP AP PRINENTEL LW 07/17/90 Footing RI RI T2/MH/DON 07/17/90 Footing MP AP PRIMENTEL LANE 07/17/90 Grout RI RI T2/MH/DON 07/17/90 Grout MP AP LOT 77 07/13/90 Footing RI RI T3/MH/DON 07/13/90 Footing MP AP LOT 118, 119 07/02/90 Grout PY AP LOT 242 07/02/90 Grout RI RI T2/CNW/DON/ 06/20/90 Grout RI RI T2/MH/AL 06/20/90 Grout NP AP LOT 243 05/25/90 Grout RI RI T3/NH/DON/541-8678/987-2943 05/25/90 Grout NP AP LOT 120 05/24/90 Footing MP AP LOT 120 05/24/90 Footing RI RI T2/MH/DON 05/24/90 Footing MP AP LOT 67 05/24/90 Grout MP AP LOT 67 05/23/90 Footing RI RI T3/MH/DON 05/23/90 Footing MP NR 05/18/90 Footing RI RI T2/MH/ 05/18/90 Footing MP AP LOT 120 04/27/90 Grout RI RI T3/MH/DON 04/27/90 Grout MP AP #17, 149 04/09/90 Footing RI RI T3/RS/DON 04/09/90 Footing NP AP LOT 149,117 04/05/90 Footing NP CA 04/04/90 Footing RI RI T2/RS/DON 03/28/90 Grout RI RI T3/NH/DON 03/28/90 Grout NP AP 03/27/90 Grout RI RI T2/NH/DON 03/27/90 Grout NP NR 03/22/90 Grout RI RI T3/NH/DON 03/22/90 Grout NP AP TOT LOT 'C'& 99 03/21/90 Grout RI RI T3/MH/DON 03/21/90 Grout MP NR 03/19/90 Footing RI RI T2/MH/DON/ 03/19/90 Footing MP AP TOT LOT 'C' 03/15/90 Footing RI RI T3/MH/DON 03/15/90 Footing NP AP LOTS 99,129 02/28/90 Footing RI RI T3/NH/DON 02/28/90 Footing MP AP 193-195 02/15/90 Footing RI RI T2/MH/DON 02/15/90 Grout RI RI T2/MH/DON 02/15/90 Grout MP AP 94 02/15/90 Grout MP AP 101-104 02/13/90 Footing RI RI T3/MH/DON 02/13/90 Footing NP NS 02/06/90 Footing RI RI T3/MH/DON 02/06/90 Footing MP AP NORTH #97 02/02/90 Grout RI RI T3/MH/461-4404 02/02/90 Grout WDM NS HIT <RETURN> TO CONTINUE... 11/27/90 INSPECTION HISTORY LISTING FOR PERNIT# CB890546 DATE INSPECTION TYPE INSP ACT COMMENTS 01/29/90 Ftg/Foundation/Piers WDM PA LOTS 94 & 120 01/29/90 Footing RI RI T3/MH/DON 01/26/90 Footing RI RI T3/NH/461/4404 01/26/90 Footing WDM AP LOTS 102,103 01/22/90 Footing RI RI T2/NH/461-4404 01/22/90 Footing PD AP 01/22/90 Grout RI RI T2/MH/461-4404 01/22/90 Grout PD AP 01/12/90 Footing RI RI T2/NH/461-4404 01/12/90 Footing NP AP LOTS 103, 104 01/10/90 Footing RI RI T1/MH/461-4404 01/10/90 Footing WDM AP LOTS 67, 106 01/10/90 Grout WDM AP LOTS 195, 214, 215 01/08/90 Ftg/Foundation/Piers RI RI T3/NH 01/03/90 Footing RI RI T2/NH/461-4404 01/03/90 Footing NP AP LOT 54 SIDEWALK WALL OK 12/26/89 Ftg/Foundation/Piers RI RI T3/NH/SCOTT/991-0473 12/26/89 Ftg/Foundation/Piers NP AP LOTS 214,215,198,197,196 12/18/89 Grout RI RI T1/NH/461-4404/LOTS136,137/138 12/18/89 Grout MP AP 136,137,138,36,37 12/04/89 Footing RI RI T3/MH/SCOTT 12/04/89 Footing NP AP LOT #22 11/27/89 Ftg/Foundation/Piers RI RI T2/NH/ED 11/27/89 Ftg/Foundation/Piers MP AP LOTS 94, 95, 96 11/27/89 Grout RI RI T2/NH/ED 11/27/89 Grout RI RI SO. SIDE CANDELERO 11/27/89 Grout RI RI PHASE 2 E. SIDE LOT 82 11/27/89 Grout RI RI PHASE 4 SO. SIDE LOT 122 11/27/89 Grout NP AP REC. AREA 11/27/89 Grout NP AP 120-126 11/27/89 Grout NP AP PASEO CANDELERO 11/27/89 Grout NP AP 83,84 11/16/89 Footing RI RI T2/NH/991-0473 11/16/89 Footing NP AP TERRANZA GUITRIA 11/15/89 Footing RI RI T2/MH/991-0473 11/15/89 Footing MP AP 121-126 11/15/89 Grout RI RI T2/MH/991-0473 11/15/89 Grout RI RI T3/MH/ED/438-0215 11/15/89 Grout. MP AP LOT 76 11/09/89 Footing RI RI T3/MH/MAYAN/461-4404 11/09/89 Footing MP AP REC AREA E 11/07/89 Footing RI RI T1/MH/BILL/991-0473 11/07/89 Footing RI RI T3/RS/MAYAN MASON/438-7945 11/07/89 Footing MP AP LOT 72 11/07/89 Steel/Bond Beam RI RI T3/RS/991-0473 11/07/89 Steel/Bond Beam MP NS 11/07/89 Grout RI RI T3/RS/991-0473 11/07/89 Grout MP AP LOTS 57, 58 11/02/89 Footing RI RI T1/RS/SOUTH OF LOT 61 11/02/89 Footing RI RI T3/MH/BILL/991-0473 SO.SIDE 11/02/89 Footing NP AP 61 11/02/89 Grout NP CO 83-85 10/30/89 Footing RI RI T1/RS/438-7945 HIT <RETURN> TO CONTINUE... d 11/27/90 INSPECTION HISTORY LISTING FOR PERNIT# CB890546 DATE INSPECTION TYPE INSP ACT COMMENTS 10/30/89 Footing NP AP LOTS 56,57,58 10/30/89 Footing NP CO lOTS 60,61 10/26/89 Ftg/Foundation/Piers RI RI T3/RS/438-7945 10/26/89 Ftg/Foundation/Piers NP CA 10/26/89 Footing RI RI T1/RS/BEFORE 11 AN 10/26/89 Footing NP CA 10/13/89 Retaining Walls RI RI T2/NH/DAVID/461-4404 42-48 10/13/89 Retaining Walls MP AP LOTS 42-48 TO GROUT 10/11/89 Ftg/Foundation/Piers RI RI T1/MH/DAVID/461-4404 10/11/89 Ftg/Foundation/Piers NP A? 10/04/89 Footing RI RI T3/!H/LOTS 83 & 84 10/04/89 Footing NP AP 09/28/89 Retaining Walls RI RI T3/RS/DAVID B/461-4404 09/28/89 Retaining Walls NP AP 09/22/89 Retaining Walls RI RI T3/MH/DAVID/461-4404/TERBAZA G 09/22/89 Retaining Walls RI RI T3/MH/DAVID/461-4404/PRINENTAL 09/22/89 Retaining Walls RI RI T3/MH/DAVID/MONTANES LANE 09/21/89 Footing RI RI T3/MH/DAVID B/461-4404 09/21/89 Footing WM AP LOTS 63 THRU 66 09/21/89 Footing WM AP lOT 68 09/21/89 Grout RI RI T3/MH/DAVID B/461-4404 09/21/89 Grout WM NR HIT <RETURN> TO CONTINUE... ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: APR%L 17, 19%9 iJrJU~RISDI.CT 1 JURISDICTION: C..T'/ O CA.L,AD EFILE p.T COPY PLAN CHECK NO: 540 Z SET: CUPS fl DES IGNER PROJECT ADDRESS: 76o0 ALICAxr- 1.D PROJECT NAME: C.ALr)_1R&T_4--4 _ALGA "ILL D The plan transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply L with the jurisdiction's building codes when minor deficien- cies identified ELOVV are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil staff did dot advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone # REMARKS: OD.JLy ON-AM T OF PLA - a -T .R- 'Al.3 D% E c c AREA Cq to A . By:_________ Enclosures:__________________ ESGIL CORP.RATION Date a Jurisdiction.C 1 RL.D - Prepared bya• VALUATION AND PLAN CHECK FEE C3 Bldg. Dept. Esgil PLAN CHECK NO. 11-S4-Lo BUILDING ADDRESS -- 'boo 4L1CAtyE P> APPLICANT/CONTACT C4-IRt PHONE NO.________________ BUILDING OCCUPANCY WAL-L-5 DESIGNER PHONE_____________ TYPE OF CONSTRUCTION 1iij- MAok1R-/ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 1ET4II.JlIJC U)ALLS, 110,600 Air ConditioninE Commercial Residential - Res. or Comm. Fire Sprinklers ' Total Value I90 Buildirij Permit tee. $ Plan Check Fee s $ '0. AZ C 0 H HEN TS SHEET ' OF 12/87/41oJ' V I ENGINEERING CHECKLIST - - - LEGEND Date: 4 /' 5 /\ Item Complete • Plan Check Not' 1 g t 4xic Item Incomplete - Needs Project Address:4 Your Action Project Name: ,, c4ç 1,2,3 Number in circle Field Check Date: indicates plancheck By: number that deficiency was identified V w V i V w LEGAL REQUIREMENTS > 5 Site Plan Provide a fully dimensioned site plan drawn to scale. Show: North Ei o arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing 0 Q and proposed slopes, driveway and percent (%) grade and drainage patterns. r3l 0 Provide legal description of property. 1 0 0 Provide assessor's parcel number. PERMITS REQUIRED Grading 0 0 0 5. Grading permit required. • (Separate submittal to Engineering Department required for Grading Permit.).• 0 6. Grading plans in plan check PE jg E1 0 0 7. Need the following completed prior to building permit issuance: El' 0 0 Grading plans signed. rb D • Grading permit issued. O 0 J Grading completed. O 0 0 Certification letter and compaction reports submitted. 0 0 0 E. Grading inspected and permit signed off by City' Inspector. I1 0 0 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 0 9. Industrial Waste Permit application required. To be. filled out completely and returned to Development Processing. FEES REQUIRED $ Park-in-Lieu fees required. Quadrant: , Fee Per Unit: Total Fee: Traffic impact fee required. Fee Per Unit: , Total Fee: Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee: Public facilities fee required. Facilities management fee required. Fee:__________ Additional EDU's required: ______________________• Sewer connection fee: Sewer permit no. Sewer lateral required: REMARKS: b. K. to is sue: .._—_ctr__-&é Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. 0 0 0 0 0 MEN 7 a) a) a) .. 4 4.' M 0 PLANNING CHECKLIST > Plan Check No. Address Type of Project and Use Zone Use Allowed? YES NO Setback: Front Side Rear Facilities Management Zone School District: San Dieguito Encinitas Carlsbad San Marcos Discretionary Action Required YES NO Type Environmental Required YES NO Landscape Plan Required YES NO Comments Coastal Permit Required YES NO Additional Comments - OK TO ISSUE DATE•_______________ McDANIEL ENGINEERING COMPANY, INC. 3990 OLD TOWN AVENUE, SUITE 207-B SAN DIEGO, CALIFORNIA 92110 (619) 692-1920 FAX: (619) 692-0634 February 15, 1990 The Fieldstone Company 5465 Morehouse Drive, Suite 250 San Diego, CA 92121 Attention: Don Grace SUBJECT: RETAINING WALL AT LOTS 21 AND 22 OF ALGA HILLS As you requested we have reviewed the structural adequacy of the subject retaining walls. Portions of the wall had been constructed prior to our field visit on January 29, 1990. Our analysis is based on bar sizes, spacing, and dimensions obtained verbally from you and the masons at our on-site meeting. We have determined that the wall will be stable and not be overstressed in the as-built condition. The void at the back of wall should be filled with a grout of minimum 1500 psi strength. It would be acceptable to use a higher strength grout than specified. In this condition, special inspection would not be required as only 1500 psi is necessary. In addition, provisions should be made for drainage at the back of wall. If construction is completed in accordance with the above recommendations, the wall should provide adequate retaining capacity for this location and condition. Encloàed is a copy of our calculations for this wall. Very truly yours, Iwo F Ardre 4I.E. 02 MLC:rgs Enclosures Mc DANIEL ENGINEERING COMPANY 3990 OLD TOWN AVENUE, SUITE 207-8, SAN DIEGO. CA 92110 (019) 692-1920 ......................................................................................................................Date............ Engineer ........Mi-C.........................................................................................................Chocked by........................... File No ....... I.L3J3......... Sheet ..... .1 ....... of..................... _1 to. Per verLo,I ekcii..ss;ov ,.,f 100 ^ a CA CC 04, V% J . S e .32 frov,, -PoD4I ver+iccJ(y 4' rot4e) AWt. Mc DANIEL ENGINEERING COMPANY 3990 OLD TOWN AVENUE, SUITE 207-6. SAN DIEGO, CA 92110 (019) 092-1920 Projec........Al . .......:LJ......................................................................................Date............ Engineer ......................................................................................................................Checked by........................... File No ...... il.:.3i3 ........ Sheet.. .1.......of................... Soic W\t Gr Lot ç yj D5 L0 0 vw HIH .. .140 k4 x .5,.S) .t.7 + ,7S x 2 A ..I s -.74 V,: 10 , .s.s /f000 = .OS,.S z 1,-I Mg 174 'C. .74 if 4 .30 174 1.4' L z C = - - 1.4 - = 4 ¼ S .&rcLc&çe iip.# 4-o -.procav-v- L0.d 7-440 '4/L Lecc,t-I-1 2'-3 " -fT0 .41j"(I L.OIL, 6 12" -Pc - 000 , CANT I LEVER RETAINING WALL ANALYSIS PROJECT- - DATE: WALL IDENT: 108 NO. --------------------------------------------------------------------------------------------- WALL MOMENTS AND SHEARS HEIGHT (FT SC) 00 1.50 2 00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 MOMENT (FT-LB) 0 . 0 0.6 5.0 16.9 40 . 0 78.1 135 . C) 216.4 410.8 635.2 893.4 1189.1 1526.0 SHEAR (LB/Fl) ci 0 3.8 15 .0 3.8 60 .0 93.8 13 5. t,- 361.4 417.6 481.4 552.6 6.i .717.6 LOADING CONDITIONS: EQUIVALENT FLUID PRESSURE= 30 LB/CU FT LINE/FTG. LOAD ON BACKFILL 740 LB/FT RETWALL VER.1.0 I I cz8 +..• -= 2..O ra CANTI LEVER RETA IN I N G WA LL A N ALYSIS - PROJECT;: DATE: WALL :(DENT JOB NO. DESIGN PARAMETERS AND LOADING CONDITIONS: 1. UNIT WEIGHT OF CONCRETE (LB/CU FT ) = 150 2 UNIT WEIGHT OF MASONRY (LB/CU FT) : 140 :3, UNIT WEIGHT OF BACKFILL (LB/CU FT= 120 ALLOW. PASSIVE PRESSURE, (LB/CU FT ) = 300 COEFFICIENT OF SLIDING FRICTION = 0.40 6 REQUIRED SLIDING SAFETY FACTOR = 1.20 7. EQUIV. FLUID PRESSURE (LB/CU FT)= 30 S. BACKFILL. SLOPE (HORIZ TO VERTiCAL)LEVEL 9, UNIFORM SURCHARGE ON BACKFILL (FT) 0.0 10. AXIAL LOAD ON TOP OF WALL (LB/FT) 0 ii. MOMENT ON TOP OF WALL (LB*FT/FT)= C) .12, LAT. SHEAR ON TOP OF WALL (LB/FT) 0 13.. LATERAL. UNIFORM LOAD (LB/SQ FT) C) LINE/FTG. LOAD ON BACKFILL (LB/FT) 740 LINE LOAD HORIZ DIST TO WALL (FT)= 2.25 WIDTH OF LINE LOAD (FT) 1.00 VERT DISTANCE TO WALL FOOTING (FT) 4.50 (VERT. COMPONENT OF EARTH PRESSURE NOT INCL.) WALL TYPE AND DIMENSIONS: 1.. WALL TYPE.: MASONRY WALL FOOTING WIDTH (FEET) = 3.50 FOOTING THICKNESS (FEET) = .1.00 SETBACK TO FACE OF WALL (FEET) = 2.33 HEIGHT OF 8--INCH BLOCK (FEET) = 4.00 HEIGHT OF 12--INCH BLOCK (FEET) = 0.00 HEIGHT OF 16-INCH BLOCK (FEET) = 0.00 TOTAL HEIGHT OF WALL (FEET) = 6.00 OVERTURNING AND SLIDING ANALYSIS: OVERTURNING MOMENT (FT-K/FT) = 2.34 RESISTING MOMENT (FT-K/FT) = 3.70 OVERTURNING SAFETY FACTOR =1.59:1 HORIZONTAL FORCE (KIPS/FT) = 0.91 VERTICAL FORCE (KIPS/FT) = 1,48 RESULTANT DIST. FROM TOE (FT)= 0.92 *** RESULTANT OUTSIDE MIDDLE THIRD *** TOE PRESSURE (LB/SQ FT) = 1073 HEEL PRESSURE (LB/SQ FT) = 0 SHEAF: IN FTG AT TOE (K/FT) = 1.10 BENDING MOM AT TOE (F-K/FT) = 1.69 SHEAR IN FTG AT HEEL (K/FT) = -0.46 BENDING MOM INHEEL (F-K/FT) = --0.12 ****** KEY REQUIRED ***** DEPTH OF KEY REQUIRED (FT) = 0.83 FOR SLIDING SAFETY FACTOR OF 1.20:1