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Home My WebLink AboutMISSION TRAIL 31762 (3) CITY OF LADE LSII-10 E BUILDING & SAFETY �.` DREAM E)(TREMETM 130 South Main Street PERMIT PERMIT NO: 10-00000710 DATE: 7/08/10 JOB ADDRESS . . . . . 31762 MISSION TR DESCRIPTION OF WORK MISCELLANIOUS OWNER CONTRACTOR PACIFIC WATERS CONST 41787 BOREALIS DR. TEMECULA CA 92592 951-694-4353 LIC EXP 0/00/00 A. P.# 363-172-015 8 SQUARE FOOTAGE 0 OCCUPANCY . . . . GARAGE SQ FT 0 CONSTRUCTION . . . FIRE SPRNKLR VALUATION . . . . 1, 000 ZONE . . . . . . C-2 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 5 . 00 X 2 . 7500 VALUATION 13 . 75 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 58 . 75 . 00 58 . 75 OTHER FEES PROF.DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 PLAN RETENTION FEE . 52 . 00 . 52 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 44 . 06 . 00 44 . 06 TOTAL 109 . 33 . 00 109 . 33 SPECIAL NOTES & CONDITIONS REPAIR DAMAGED ROOF OF BLDG AND REPAIR CRIB WALL Open: fAN M Type:-IF Dmay: 1 _ &W 7/W10 0B flwpipt no: 10B mlo 710 ffr- SPERM 1 $109.33 -T r"r"pb3r• at 41w - s .33 Tram dffW. 710 YI0 TIM; 0:nifi 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 2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.l,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to seltinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof at all times: S.1 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 PL01 Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings 131`02 Steel Reinforcement BP03 Grout BPO4 Slab Grade PL01 Underground Water Pipe SS01 Rough Septic System SW01 Ion Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing Z/ BP09 Shear Wall&Pre-Uth PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 lRough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP10 Framing&Flashing BP 12 lInsulation BP13 Drywall Nailing BP l l Lathing&Siding 1 PL99 Final Plumbing EL99 Final Electrical ME99 lFinal Mechanical BP99 IFinal Building ?/k tip 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 P001 Pool Plumbing/Pressure Test P003 I Pre-Gunite Approval I Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa CITY LADE C,LS1ft0R.E DREAM EXTREME-ram 130 South Main Street APPLICATION FOR APPLICATION NO.1j'— ? l0 BUILDING PERMIT APPLICATION RECEIVED AP 9 DATE by VALUATION CALCULATIONS 9st FLOOR SF 1 S a tZ �� .S 2nd FLOOR SF TRACT BL CK/PAGE LOTIPARCEL 3rd FLOOR SF O NAMES r � ,/ lT / IN MAILING PHONE GARAGE SF X\ N ADDRESS � 7—,74,,IS STORAGE SF R 1 /� T T " DECK&BALCONIES ereby a rm that am icensed un er provisions o chapter 8(common n --^SF with section 7000)of division 3 of the business and professions code.and C my license is in full force and effect. OTHER: SF O LICENSE# CITY BUSINESS II N AND CLASS'7S O� � ,� TAX# VALUATION: lb� R er c 2S ` OGLST.Lv 'p A ILINu � � C ADDRESS ( 7f� r,&464-fi x- r FEES T. ClS / ST TE21P PHONE BUILDING PERMIT 0 4e&e Z Z 3 ,p O R N TO 'S SI T RE LIYA i ff PLAN CHECK LICENSE# PLAN REVIEW A rRN MAILING SEISMIC ESS STATEIZIP PHONE PLAN RETENTION OCC GRP./ CONST. N DIVISION: TYPE: FIRE SERVICES TION NUMBER OF NUMBER OF . STORIES: BEDROOMS: FAMILY ZONE: ENTS ❑I certify that I have read this application and state that the ❑CONDOMINIUM HAZARD YES above information is correcL 1 agree to comply with all city ❑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 SLOG: Von purpos ❑DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION Oc7� FE /2 G Signature of Applicant or Agent Date11 Agent for E] contractor ❑ owner Agents Name Agents Address vu cca v.ay vac.ao �.�,, I i I --_� ,, -- -- 2� �� '� - , , �, �, ,, , '� �'� LAMDA ENGINEERING AND DEVELOPMENT CML-STRUCTURAL-GEOTEGHN#GAL-FOUNDATIONS-T24 LAND SURVE,YtNG AND DEVELOPMENT CONSULTANTS 33175 Temecula Parkway Suite"A-505" Temecula, Ca.92592 951-676-7688, 951-676-5150 fax LAMDADEV.COM Email: lamdadev(a)yahoo.com June 30, 2010 Palm Lake Property, LLC Attu: Mr. David Chiv P.O.Box 16485 Irvine, Ca. 92623 (949) 278-8683 cell (949)955-AS93 fax Email: chiu.enterprise a*at#.net Inspection Report for Retaiining Wall damage due to car accident at Property located at 31762 Mission 'Trail in City of Lake Elsinore Ca. For Palm Lake Property, LLC APN: 363-172-01" Legal Description: Parcel 2 of PM 19767 MB 126/17-18 Lamda: 0610 C 641 Dear Mr.Cbiu, This Report shall document the site inspection performed by the undersigned at the above referenced site, this inspection took place on June 29, 2010 at your request. The purpose of this limited inspection is to document areas of concern, provide the undersigned professional opinion, and propose options for mitigation regarding the damage caused by a car crashing and hitting the existing retaining "crib" wall in the rear of the property, this inspection and report is also limited to visual observations, no subsurface observations, soils investigations or structural analyses were done and are not part of the seope-of services, these can be provided under separate contract. The referenced wall is the retaining crib wall located at the rear of the site, near the east property line, adjacent to Casino Drive the wall varies between 10 to 15 feet high and has an approximate length of 150 feet- `Phis wall was designed and built when the site was originally developed approximately 22 years ago- Inspection Report for Retaining Wall Damage due to ear accident Property located at 31762 Mission Trail in City of Lake Elsinore Ca.. For Palm Lake Property,LLC APN:363-172-015-8,Legal Description:Parcel 2 of PM 19767 MB 126/17-18,LaaWa--0610 C 641 f) During the course of the inspection the following observations were made: 1. The car hit the top of the Middle section of the wall; the maximum area of impact was estimated to be 15 feet. 2. The damage observed consists of broken concrete pieces concentrated on the top two tears of the wall. II) The following is the Opinion of the undersigne(4 regarding the areas of concern observed and described above: 1. The damage caused by the car can be considered minor and was limited to the top two tears of the wall for a maximum length of approximately 15 feet, the opinion of the undersigned is that the structural integrity of the wall has not been compromised by the impact of the car. 2. Repairs should be performed. II1)Recommendations to mitigate: 1. All broken .and or damaged concrete pieces should be replaced and reconstructed in kind following the original approved specifications for the construction of the wall. 2. Any loose soil removed during the repairs should be back filled and manually compacted- 3. Any dirt void areas caused by erosion or animals should be manually filled with concrete. 4. All work should be done by qualified and licensed personnel. 5. If at the time the repairs take place,other conditions are found,that differ from the ones addrmscd on this limited report, this engineer should be contacted to asses conditions and to provide further recommendations under separate contras Should you have questions or comments on this regard please do not hesitate to contact meat your earliest convenience, Sincerely, Hector A. Lard, P.E. RCE C-049312 Exp. 9/3€3/I 0 -2- Page 9 of 11 ER-4927 TPaci H ER 125 LBS. 41787 Borealis Drive IF ornia 92592 Gen 21 Z94-4353 Vic# �9.2b--.. ..r- 4 REBAR _ _ _ 1�_�94-4353 acifimaer.com 1.5" CLR_ (TYP.) � BACK STRETCHER 95 LBS. i 0,375" _�# 4 REBAR 6. •— — —0" — ..� -1,0., TOP VIEWS 1.5" CLR. (TYP.) �+ - - HEADER 115 LBS. (135 LBS.) 4'-6" 5,-0" 4.O 4'-2.5" 4'-8.5" _L�# 4 REBAR 1.5" CLR. • 9.5" .--• — 6.0" 2.0" RAD. (TYP.) 0.25" 7.25" 0.25" 1.0" - 0.75" 1 5„ FALSE HEADER 30 Les. 4.0 9.5' 1.0,E 1.0" NOTES: 1. STRENGTH OF MATERIALS 10 0" 8 0" A. COMPRESWE STRENGTH OF CONCRETE f'c = 3250 PSI 8_ YIELD STRENGTH OF STEEL Lj 7 0" f y = 60,000 PSI 0.25" 0.25" END VIEWS SIDE VIEWS CRIBLOCK T" RETAINING WALL MEMBERS DIMENSIONS For S1. I inch=25A turn,1 foot=304.8 mm,1 psi=6.89 kPa,I pound=0.45 kg. FIGURE 1 Page 10 of 11 ER-4927 A FRONT STRETCHERS TOP OF WALL (TYP.) GROUND ALTERNATING JOINTS 0.33' LINE TOP OF WALL 5.0' � 1 25'.j 0.97' i.fl' 0.33' 0.67' TOE OF WALL 1.25' 2.50' i.25' TOE OF WALL SECTION A-A A BATTERED VERTICAL TYPICAL PROFILE INCREMENT 0.97'FOR STD.1:4 BATTER. NO SCALE NOTE: "X'MARKS FALSE HEADERS. ALL OTHERS ARE FULL HEADERS, FALSE HEADER ALTERNATING BACK STRETCHER (TYPICAL) JOINTS (TYPI CAL) N (V cD t` zo O HEADER (TYPICAL) 1.25 FRONT STRETCHER TYP_ 2.50' (TYPICAL) TYP. TYPICAL TRIPLE DEPTH PLAN VIEW BASE COURSE 4.5'HEADER NO SCALE For Sl: I foot—304.8 rnm. FIGURE 2 Page 11 of 11 ER-4927 GROUND LINE TOP OF WALL - h O GROUND ~ LINE w c� - Q � FQ BURIAL PER SOILS ENGINEER 4 TOE OF WALL 93 DRAINAGE TO BE SPECIFIED BY SOILS ENGINEER. MANUFACTURER ADVISES AS A MINIMUM A 4 INCH PERFORATED PVC SUBDRAIN ENCASED IN 3 CCU FT/fT OF 3/4' CRUSHED ROCK WRAPPED IN FILTER FASW. TYPICAL TRIPLE DEPTH X-SECTION LEVEL BACKFILL NO SCALE For SI:1 inch=25-4 mm,I foot3/foot=0,09 m3lm. FIGURE 3