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Home My WebLink AboutONTARIO WY 32375 CITY OF AKE jILSMORX BUILDING & SAFETY r r` DREAM EXTFZEMETM 130 South Main Street PERMIT PERMIT NO: 12-00001082 DATE: 8/21/12 JOB ADDRESS . . . . . 32375 ONTARIO WAY DESCRIPTION OF WORK BLOCK WALL OWNER CONTRACTOR Thompson Ted OWNER 32375 ONTARIO WAY LAKE ELSINORE CA 92530 A. P . # . . . . . 370-511-044 3 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 880 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 4 . 00 X 2 . 7500 VALUATION 11 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 56 . 00 00 56 . 00 OTHER FEES PROF. DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 PLANNING REVIEW FEE 11 . 20 . 00 11 . 20 PLAN RETENTION FEE 2 . 18 . 00 2 . 18 SEISMIC GROUP R . 50 . 00 . 50 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 42 . 00 . 00 42 . 00 TOTAL 117 . 88 . 00 117 . 88 SPECIAL NOTES & CONDITIONS 1 WALL KEYSTON COUNTRY MANOR RANDOM STACK BLOCK 211LF 2 . 5 UP TO 41SLOPING PER ENGINEERING DWGS DESIGNS OF MANUF, 1 WALL CMU 191LF 16" UP TO 42" SLOPING ` Oper: t WER2C TyW: T Draw"': 1 Date: aO/12 21 Rkpipt no: 7H0 F-012 IOR 1-" * aIIL m PERM 1 t1170 1-otai Vncbr i $117.09 ToW payment $117.EB City of Lake Elsinore Please read and initial. Building Safety Division 1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. EL01 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings BP02 Steel Reinforcement BP03 Grout 2 BP04 Slab Grade PLOI Underground Water Pipe SSO1 Rough Septic System S WO 1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar MEO1 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP1O Framing&Flashing BP 12 htsulation BPl3 Drywall Nailing BPI I Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City POO 1 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 lRough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa CITY OF L A.ICE L S I N 0 E `�- D It.F AM EXT R F M F M 130 South Main Street APPLICATION FOR APPLICATION NO. BUILDING PERMIT APPLICATION RECEIVED DATE VALUATION CALCULATIONS 3 D `5I1` (0SLi Z BUILDING ADDRESS 1 st FLOOR SF 7-C' 0-w y p TRAG I BLOCK/PAGE L T/PAR EL 2nd FLOOR SF NAME rJ 3rd FLOOR SF O W WILING GARAGE SF N ADDRESS 3.� ; Olvmaw ? E CITY STATElZ STORAGE SF R 01 it,1 1 hereby affirm that I am licensed under provisions ot chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect/TAX OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS # T NAME VALUATION: R A MAILING C ADDRESS FEES T CITY ST E/Zl PHONE O BUILDING PERMIT $ R I CONTRA T R' SI GNATURE DATE PLAN CHECK NAME LICEN E# A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PHONE PLAN RETENTION Q$NEW OCC GRP.1 CONST. ❑ ADDITION DIVISION: TYPE: ❑ ALTERATION NUMBER OF NUMBER OF [1 OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑APARTMENTS ❑ I certify that I have read this application and state that the ❑ CONDOMINIUMS HAZARD YES above information is correct.I agree to comply with all city Q TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: ❑ DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION ignature of Applicant o gent Date 3L Fr Agent for F] contractor owner jN ,f/tj 5 /iyk 11 Agents Name ILL %— e Agents Address `` L Street city State Zip W. C. HOBBS, CONSULTING ENGINEER 36269 SAINT RAPHAEL DRIVE MURRIETA, CALIFORNIA 92562 (951) 660-9800 Date: August 20, 2012 Project No: S0924 Mr. Ted Thompson 32375 Ontario Way Lake Elsinore, California 92530 Subject: Keystone Wall Placement Adjacent Driveway, West Side Proposed Garage, 32375 Ontario Way, Lake Elsinore, California 92530 Dear Mr. Thompson, Pursuant to your request, I have visited the site and found that the Keystone wall as installed adjacent to the driveway, west and south of the proposed garage is in conformance with manufacturers specifications. It is founded on compact gravel and sandy soil and contains geogrids at the specified intervals. It is therefor approved from a geotechnicai and civil engineering standpoint provided the maximum height of 4.25 feet is not exceeded. Attached is the specifications page from the manufacturer. The opportunity to be of service is appreciated. Should questions or comments arise pertaining to this document, or if we may be of further service, please do not hesitate to call our office. Respectfully submitted, W. C. HOBBS, CONSULTING ENGINEER QjtOEESSI X AM fl0JAI 11 a � NO.42265 Bill Hobbs, RCE 42265 t ' C*j v I ti Civil Engineer TF OF CALtga Distribution: Addressee (3) Attachments: Manuf. Specifications and Details, 1 page % 0. �w ti The following charts assume the use of a coated polyester �L%% geogrid with a minimum allowable design strength of: LTDS-750 plf(10.9 kN/m)or Tal-500 pff(7.3 kN/m) Sand/Gravel: 20'Pkc* f(19k 3 CASE REINFORCED WALLS - (NEAR VERTICAL*) A Z H Z REINFORCED A' Z SOIL ZONE 4 5 4 1. —N __A__CD -H 6. 2.25'M.7m) 3.25'11.Orni 5.25'0.6m} 6.25!(1,9m) 7_25'12.2m) 8.25'(2.5M) CASE 2 REINFORCED WALLS (NEAR VERTICAL�) 100 PSF SURCHARGE REINFORCED I 4' SOIL ZONE 4' 4 z 4' 7 2.25'10 7m��i 3.25 i'..ml 4.2 .3m1 5 25'(1.6m) 6.25'0.9m1 7.25'(2.2m1 8,25'12.5m) CASE 3 REINFORCED WALLS (NEAR VERTICAL-) z H z Z REINFORCED 7: SCILZONE FI= 2,25'I0.7m) 4.25' 5.25'11.6ml 6.25'(1.9m) 7.25'(2.2m) 8.25'12.5m) *FOR CONSTRUCTION OF NEAR VERTICAL BATTER(CENTER PIN HOLE),CONSTRUCT WITH POSITIVE BATTER BY TILTING UNITS BACK TOWARDS FILL ON LEVELING PAD.ELEVATION DROP ALONG THE 10"WIDTH OF THE BLOCK TO BE 3/8". REINFORCED WALLS - (9.5' + SETBACK) NO SURCHARGE 4' F 11 MNFQKE1J 4' 4' 61 ZONE H 4 Hm 2.2510.7m) 4.25'(1.3m1 5.2E'(1.6nn) 6.25'(1.9m) 7.25'12.2m) 8.25'(2.5m) CASE 2 REINFORCED WALLS - (9.5- + SETBACK) 100 PSF SURCHARGE 41 501r ZONE H= 2.26'(0.7-) 3.260.0m8 4.250.3m) 5.25'J1.6m) 6.25 0 9rrij 7.25'(2.2m) 8.25'(2.5m) CASE 3 REINFORCED WALLS - (9.50 + SETBACK) 3 4, 4. 5 I _7 4 H= 6.75!0.6m) 6.25'11.9m) 7.25'(2.2m) 8.25'12.5m) �.Th4" q'prironrided hefein is for preliminary design use only.A wall should be consulted for design and analysis of structures.Keystone Retaining Wall Systems,Inc. a g'the improper use of this information."Information or, engineer s available from the geogrid manufacturer. 19 11 •.a �- v ! �. 17 FL t TV 68.0 r I I IN,I i I t - FS si4 � r 8 74. POSED I r LI \ t r tl \` G. `, 12�613r5 FS 6 � CIF, -�127 ,AJ BW 63, FF t�� Iv + � I D PROPOSE ONCRETE q I� R DWYEWAY r '/Fs �a MAX Tt ! y'3 ' �� r �0 1 - ------ ` � - a-----'1�I I ' � ) -{t----1 - --- --- C.B — �-- — -- CrB,-- 01 r — —.. �.S �OCD��`0 0, m DRAINAGE ESMNT 1 89p E 83.10' PROPOSED 24 X FILL SLOPE s CopY=E w_ycR s wr 09-®o0V® Sl-;, PeRw11Tw