Loading...
0403-041 (PLBG)78015 Main St Ste 107 0403-041 LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 12 D to eSignature of Contracto'r, !%"` f/rte < OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q); I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Cartier STATE FUND Policy No. 1440'12S•03 (This. section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California,+and agree that if I should become subject to the workers' compensation, provisions of Section 3700 df the Labor Code, I_shall forthwith comply with th'dse provisions," ,Date: " ? frrG Applicant 7% ` /; ' ;•C= <, ' •,""y Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives -of this City to enter upon/ the above-mentioned propertyafor inspect>urposes. Signature (Owner/Agent) i Date PERMIT# BUILDING PERMIT DATE ,. xiMALUATIOU LOT ' d TRACT , JOB SITE - APN ADDRESS 7B-015 AAIN eS M' SUITII. 10 - OWNER - CONTRACTOR / DESIGNER / ENGINEER OLD TOW LA QUDTiiG, .C.,d Z MXR-SYN T.?OLM 78.080 CAJ LE IMAI)0. i7S/.n 2 02 78.081 C&T.. I,'E; TAPO UYU, 2011 LA QUINTA, CA 92253 LA QUINTA CA 9.",25'3 ('763)771-2567 C-BIA 5407 " USE OF PERMIT PLUN4 LI. O iNSO I'ALI.ATION OF 900 0A1,1,ON OIE"aE I14 T,EIRCisP TOR AT SUITZ 1 PER AL PLAN Wt4D HEALTH DEPT APPROVAL VAt. UA 1014 1,500.00 IS ESTWAIXED COWT Or OONYMUCTION I ISM.00 ARY PLUNIDING YET -11 101-000-419.000 S27,00 D a fl N .ca,' 1'L3 .ixf A25 CI CK $27.00 P- P,M 1+10.1.3 $0.00 MARUss ,, 6 2004 J O :1?; 1t F£I : '3 Y)UP, O r CITY OF LA QUINTA FINANCE DEPT. «27,00 ,RECEIPT DATEBY DATE FINALED INSPECTOR '/ r ZL INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fodures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: SGPAARCHIRKTURE r PLANNING TRANSMITTAL DATE January 22, 2003 TO Mr. Brian Monroe Marvin Investments, Inc. 78-080 Calle Estado, Suite 201 La Quinta, CA 92253 FROM Michael Cather VIA Fax: (760) 771-5057 PROJECT Old Town La Quinta La Quinta, California SAN DIEGO ■ SAN FRANCISCO PROJECT NO 20210-D-01 DESCRIPTION Enclosed please find proposed grease interceptor schedule for buildings A, B & C COPY TO File F:\7002\20210\D01 \CorrXmi\Client\B,io.Monroo.vrN.dnc 1545 Hotel Circle South, Studio 200, Son Diego, Caiifomia 92108 David Reinker, AIA. President 619.297.0131 (p) 619.294.9534 (i) www.s3Pa.com gar -30-03 09:26am From -WATER DISTRICT/COANEUA VALLEY +7603983111 T-013 P.02/03 F-428 )UN'fY OF RIVERS(GE COMMUNITY H&ALTH AGENCY PARTAJENT OF ENVIRONNENTAL HEALTH 1 :^'-vPLICAYIOH FOR WASTE WATER DISPOSAL APPROVAL 'PLICAN-e S40nt-t this fear rho fur oaptaa or 0 SGAuto pot plan (I' w W "-w SCALEI dna-n to CeuPtY LPeGLCatlCru As ald""'d .A 'me attaCN!U Cch 49: A non -rel. Wabl►. filin ise is reQ.:bea NAan rA apphCaton a avbnldr.d. Chec% must be maa payatle :a the CowtW of R•,versidg. ApOtGeau Of ilia .Id'.ryti0. .nh.n rammn .old far 6 bend flit to exceed one yaw :Som 44116 'A Daymont ds it___ -- - ■ S"J lgenl ^C,an Amlor. Contact Ptroon AOoeeaa ­---- vmar g0urass ,^rile SWtG )04 Property AaErt= C A (.ot Sae I WDW Agem0wal U13 of Pefmll. PIP, SUP. PUP. ate, I Legal CraCripGon UA'alnft. MH Sae MO.. e:t. I / ' Stpnaluf4 o`ApptiC7n .- Del FOR OFFICE U36 CNltr CVECK BOX 1F Ftf(JU11 ) It any box is dhadwa, Ws eyphcafAA"be ooraldeKa mi"Ad wW rw O Oilaii.a Contour plot Plans R04YYed tt m S toot irnervy) 1 mlCr•'M:Wns . provided and the paid. ROs.btMW+c later thmA 90 Gays ne 7r Ut! noleO oelOw rear mgvlt'. repayment Of 10.1 IJ Clow rj HoiOrnp 7Jnk A9rcanta.;tt Cornpbad (] SW specloost tat In.pechott AOGurreq a cemaw a e"nS 9.41. %stem Ragturod T11Ontaz 13roe. Page rind Imdats L Q ubOCE L%lestanea tA.quilad C) DatO Lau InsD.sc4on COtrtD4tWd:— r (Attach for 00WSAN-W7. 3anU MO Reylon Clio) . R... :3 SOtb PMcOIstiOn Report R.gla0d 0 ltlainterwice GOOnlcq Pfovlfltd (7 SPde d F4aa10,0V Boring n.pdA Raavded I , Final Insp$Gum by Depa asst el erwommmial Noah i0 laavifea, J iBrswrw Redvhed hitial0 _Da:e I + Plasa ra ll Za hours FRIOR to mWeewB. '-wI r Sas percMaaon alm" Roper. ey lic/PropM a nes Soto Map Pap. - -- - —.Svi SYS - dprOVCd BY taw — c i No. of Systems 96 of 9ystarNS) No. owe'Dlg Unna HZZ an Rate GroeaNfend Cuoole IntepiLnl Tqp O Netdmp Tank O lt+pl0.aateM BectCOrr;. FixWfO tJnib U now D AaetdoS — t 'cat.C) iE"Unp ConnaCt Co Sewer59. ft. 'teal Llnear 9WwarNltwrfrtoe oath Bed 10 hracw eq. A. ronNB .IL lonex tt of 60ltlMtAr1m1µ Tooted Depm -_L7 achesrockbelowor*r&ws prw*ed 1"WA Tvstsd Depth 17_ I Laacn t{necrbad cvecif dtselgn Iar.Inpol (9) Pit 0tom iter Not Pols Pit Oaav IMet (Bt) ftepa90 Ptl Mffflf "Intl Tate' Depth AOovraow .. .... .. .. ...... ... _.. ..._ ... ... . FADOaicOb.a I DOOM Ll wP't _Cvofburden F&C W O d' t Deb: 'Woo ani" Parinits Well Rc!LwwA0PM8G: Gr&M9 Plan ADp:wed. gets; — ;✓' Plan Gn.cr. poly pppr. ca: Data: REMMKS: A Q , S.. ✓ 1.y ai .` t Q o U ! 1 Tnis agcncat;on b APPROVE 1DERI60 tOr tate calopory ateckod in 516CT'ION 0 9.zAaAP&Ma tsosl9n nl a dtp su:.yarOm as L:eleatsd ---'~ 411 Me accanvAniad Ola par.. velry rhe re<.tuu"n"'M ;et 'CM en SECTION Fant ti ) RI = C abdve. A b'-AIA09 perrNt K aet`atlary for the iMtaAaven of Inc ab Ova- Revenue COCK - - easSSfea .rnartl. fls? sa Rtai . o tut d I we a gVkcj.3jjOWA %of ' a■ .t+ten Check i1 _ (t) Sepw tank roust be 100' min mum Oam eny wags. Q t;) taactt tinitC muni to 100' mlFlmum tr01 any wana. 'nawsnnp atpanblon Dab —Initial 17, bewar Hoes m"m to 50' moll"Urn AOT on %"06. 'WI' muton RIVERVOL: 909-2was0C (e) Saepe90 Pas rrarel to t!0' rrminwm ttJm ani vWtO. vrtuitnS ap Otto'INtJ10: 76o-863-7000 I sotfTHWEST: 909.600.8180 d 142, (S P+.'A OLD TOWN LA QUINTA GREASE INTERCEPTOR SCHEDULE BUILDING A January 22, 2003 Suite Square Number I Waste Waste (Interceptor No. Footage Interceptor No. Footage of meal X Flow X Retention X Storage = size I (Liquid I per peak Ratio Time capacity) Factor : (Liquid hour 2,162 1,189 1,458 3,026 peak X X X X 6 b 6 6 B-100 1,899 30 1 X 1 6 acity) X 2 = 900 hour 905 1 50 1 X 16 X 1 2.5 X 1 = 750 411'02 A-100 3,089 40 X 6 X 2.5 X 2 =0 A-109 1,199 60 X 6 X 2.5 X 1 = 900 A-111 1,225 40 X 6 X 2.5 X 2 = 1200 BUILDING B Suite Square Number I Waste Waste (Interceptor No. Footage of meal X Flow X Retention X Storage I = size Flow Ratio X per RatioTime Storage Factor(Liquid L Factor i I (Liquid I hour peak capacity) hour 2,162 1,189 1,458 3,026 35 60 40 100 X X X X 6 b 6 6 B-100 1,899 30 1 X 1 6 X 2.5 X 2 = 900 B-102 905 1 50 1 X 16 X 1 2.5 X 1 = 750 BUILDING C Suite Square Number Waste i i InterceptorNo. Footage of meal peak X Flow Ratio X Retention Time X Storage Factor(Liquid L sizeper capacity) hour C-100 C-102 C-104 C-200 2,162 1,189 1,458 3,026 35 60 40 100 X X X X 6 b 6 6 X X X X 2.5 2.5 i 1 2.5 1 2.5 X X X X 2 1= 1 2 1=_I 2 j= j 1050 = 900, 1200 3000 SEE ,07E 3 I ---E FlTTW SEAL SEE SPEC SHEET- UO- S -25D NLf T — C A INLET SEE NOTE 2 ALru 001 DOM WATER RESISIAIT E AND COVER NOTES-. I. REFER TO SPECIFICAnONS SHEET NO S-242 2. REFER TO SPECIFICATIONS SHEET NO S-257 ourtE A 3. REFER TO SPECIFICAPONS'SHEET NO. 5-251 OUTLET B 1I VAFL48LE TO 1 I QWE B4 6" QICREHO415 I 1 I 3 1/4- TYPICAL n END h SIDE WALLS RECESS 4 3/4' TYPICAL TND h S OE WALLS I OUTLET sl- SECTION - q- A END VI II GREASE IN7ERCEPTOR ' Ih11H SAMPLE` BOX TWO MANHOLES EXTENLED TO GRADE DESIGNED FOR DIRECT H-20 LOADING: OF MANHOLE EXTENSIONS 750 THRU 1500 GALLONS EXCAVATION SPECIFICATIONS ALL OHMENSIONS IN INCHES G-1500 I.FF4CT14 12'-0" 12'-O" WODEL A B C 0 E F G H PC C-750 40 38 55 74 74 19 3/4 4 1/2 31 1/2 PC G -MD 50 418 63 74 74 24 3/4 4 1/2 41 1/2 PC G-1200 59 57 74 74 74 29 1/4 4 1/2 50 1/2 PC G-IJL)D Lit 1/2 60 I/2 77 1/2 85 1 85 30 3/4 5 53 1/2 NOTES-. I. REFER TO SPECIFICAnONS SHEET NO S-242 2. REFER TO SPECIFICATIONS SHEET NO S-257 ourtE A 3. REFER TO SPECIFICAPONS'SHEET NO. 5-251 OUTLET B 1I VAFL48LE TO 1 I QWE B4 6" QICREHO415 I 1 I 3 1/4- TYPICAL n END h SIDE WALLS RECESS 4 3/4' TYPICAL TND h S OE WALLS I OUTLET sl- SECTION - q- A END VI II GREASE IN7ERCEPTOR ' Ih11H SAMPLE` BOX TWO MANHOLES EXTENLED TO GRADE DESIGNED FOR DIRECT H-20 LOADING: OF MANHOLE EXTENSIONS 750 THRU 1500 GALLONS EXCAVATION SPECIFICATIONS MODEL C-750 G-1001) G--1200 G-1500 I.FF4CT14 12'-0" 12'-O" 12'-0" 12'-O" WIDTH 8'-0" BELOW INLET 3'-4" 4'-2" 4'-1t" 5'-2 1/2" TANK HEIGHT 4'-7" 5'-5' 6'-2" 6'-5 1/2- P.O. BOX 6D2 HIGHLAND. CA 92346 909 793-7602 800 945-8265 Fox: 909 793-1283 _ 1-01 I IS. BRAKE t I t' = 1' 1 8044 1 i.v', i vivnL r-1Nk,AJLMLN I t -r -m UVWU UWG S-46 10 -FEET EACH WAY OF PROP. WATER MAIN -ONSTR XT V' SDR 35 VENT LINE -ONSTRUCT 8" SDR 35 SEWER MAIN -ONSTRUCT 48" SEWER MANHOLE PER CVWD DWG S-5 CONSTRUCT 8" X 6" PVC WYE --ONSTRUCT 8" X 6" PVC REDUCER ;ONSTRUCT 6" X 90' PVC BEND IMPROVEMENTS PLANS. v - ° r /mac% PROP. 6 - LATERAL .. _.._.......,_.. .. _ / FUTURE \ BLDG. ®D° FF -42.50 2 TCO 41.90 PE -42.00 CO INV 34.01 \ C PROP. BLDG. •C FF -42.80 PE -42.30 5 5= i I o . 1 IMPROVEMENTS PLANS. v - ° r /mac% PROP. 6 - LATERAL .. _.._.......,_.. .. _ / FUTURE \ BLDG. ®D° FF -42.50 2 TCO 41.90 PE -42.00 CO INV 34.01 \ C PROP. BLDG. •C FF -42.80 PE -42.30 5 5=