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07-0050 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number:00�00000050_._�.` Property Address: 45200 WASHINGTON ST APN: 604 -040 -070 - Application description: WALL/FENCE Property. Zoning: TOURIST COMMERCIAL Application.valuation: _ 4275 Applicant: Architect or Engineer: 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S 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 Cod, and my License is in full force and effect. ice Le Class: B ice No.: 210639 Date// . C roc or. _ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). , (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). " (_) I am exempt under Sec. , BAP.C. for this reason ' l Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). 'Lender's Name: - Lender's Address: ' LQPERIMIT VOICE (760) 777-7012 . FAX (760) 777-7011 . INSPECTIONS (760) 777-7153 . Date: 1/08/07 Owner: CP DEVELOPMENT LA QUINTA 77564 COUNTRY CLUB DRIVE 4100 PALM DESERT, CA 9221 TURNER Contractor:CONSTRUCTION 08 1007 44-.139 MONTEREY AVE PALM DESERT, CA 922F LAQUINT� (213)337-6900 Lic. No.: 210639 ' ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain 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. 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 and policy number are: Carrier LIBERTY MUTUAL Policy Number WC7625092815036 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, d agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the L r�forthwithith t ose provisions. ,Xrate• _ plicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building andSafetyfor a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose be 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 application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La ouinta, its officers, agents and employees for any act or omission related to the work' being performed under or following issuance of this permit. " 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 county ordinances and state laws relating to building construction, and hereby a horize representatives of this c to enter upon the bove-mentioned propert ins ectio = Dd<t ig ure (Applicant or Agent): Application Number 07-00000050 Permit WALL/FENCE PERMIT Additional desc . Permit Fee . . . 72.00 Plan Check Fee .00 Issue Date - . . . Valuation . . 4275 Expiration Date 7/07/07 'Qty Unit Charge Per Extension BASE FEE - 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 -- -- -7 " Special Notes'and Comments ------------------- ------------ 1.71' LF BLOCKWALL TRASH ENCLOSUE [R] ONLY. THIS PERMIT DOES NOT INCLUDE SOTUH ENCLOSURE. January 8, 2007 12:12:38 PM AORTEGA Fee summary Charged Paid Credited Due ----------------- ------ Permit Fee_ Total 72.00 ---------- .00 ---------- .00 7.2.00 Plan 'Check Total .00 ..00 .00 .00 Grand Total 72.00 .00 .00 72.00 - LQPERDIIT r JAN -31-06 04:23PM FROM - T-210 P•01/08 F-477 6' HIGH I!!/ALL W/ 2'-0"- 4'-O" RETAINING FOR' 70 MPH WIND Cal EXPOSURE C p--- poAAY MWOF msateusom aww wr p mTsrm Z S0,M SURM PPZWRE - JSM M. EpWYAUNrRMD pR -lfw.. R. ALwwABLELAnMa MSMA?6^SW_ lM Faemft xGMUfSTRt ON-1A00PST028DAM i. Rt71VfOlU'. 6SM : GRW 40 MR 04 SW AW SWUD? R � Q�60R7�R:SANDfARf�R S 1SW PMMW571NRYAOMPR=IMSrROv6M ffILPSTRESSES �-NDSPki7AL yK�ISON REQGt CITY OF LA Qd IN A BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION N07FS L 0Y4RMJS400CSV4U CDAMRM M UCSTD. zU-4, s�vtxrawrDreuioaac 2cwigt m&Aw77 &wumimrcMDVr7g247 lac�►aaCatLwlMlife r6pn+ PARTSSAN0703-LZPARTSGA4YQ.N2f!/ARK AA/MQFl�i/= MUDABAFWATER FMSAOC AMAAV CFOvrSMU QPM mamaClMrnMZVV M-2MPR •lratd,uo:Usor c.c sla swa uc�RssJ1i TcrP 3, RFAwiW CWS7PH S h AIL BE DB RMW AND COAF 1WH 70 SGNI1wcX ASA7Ab16GRAD OMR 14RWANDSMAMLgkGRADE60PM #SAW L4RGM RROWE40 BAR DlAM M /APAM MW 40 RE84RAND-ffAW014MfMLAPfMGRAO ea j% RFWVmU BELBVTVWJN TNECI0ACRE78BLML JN LavAMMELO101S ALMAYMNAN W1 WBOAD rr:a awr.oarac PATTMNWrrNVMVCALCON7VIMOF77IEdmISLM mm D om •so G A(L =MCBLSLDVVTI MMVER"QL ASM SfLILL SE SIX a-. ME MMEmN GROUTM �a orae w 7, fC IMSMWAR PRLwRT70= C6fW MV rAWZAKL, _ x1,4.1PARTcu4Svr70v2MRTLTME70*Z2AR AW,, LOLISB � &GROUrFORCIMIM IR lVAE1PARrCE0eT703 I — RARISSANA(GiLOVPMAYLpvTA0v2PAR153Ai!"PE4 c,>zAvsD< WFA7T:ER GCYR777]i7NGARFf,AN1RABLEANDBLOCKUNDRSTRLt7/ID rcw�a •mrra►rwr �LSL1�755YR�7QovTroALLOW6'QODGROUlRGiV� wA78R x PAUBE4 7ORROf oFG0000AO1/1•ROWk1rh f raa S> A77Gry0F7MC0A577UEM& b br ij l l A&C=SMMM4YfiEMr%WtZ-Zr M'0PRADIMW*ME 7NEC0AtftWJYMAR= BL TO -=MZM.ANYBEPLCM •; ; ; •:'moi,• tTIMMMOF71ff7AMV0ITMA7004 •• - Mmol-391�°A —W,4P ArRNrs.•�C�7Dcwx — + r�a�a�smti®rG 10.f79AACMLC,TBEPaFIDONORDVTDMUM= Mt47L4RALSLUL OR CWCQF A TIDRlL WJ MAAMMM COWACTMNOF909L . . WAR z1.PJRSrDCAELTMV7OBEAPTSIA 'TRf OANARE rvxs¢ m.c WADY FM CaVOWMAND ALL RMGRRm,57M IS MV MMt (Z D R QiL1SDv • PL4LEAND7NEBt00rW4LL 7 0 F LL M4A7wmcoMTR[a x=mr WAU S 70BBSTLOW M4 �1 AND FOOMVG MMEWONS c sr CITY OF LA Qd IN A BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION JAN -31-06 04:23PM FROM- T-210 P.02/06 F-477 CHART FOR 2' TO 4' RETAINING W/ 6' CMU WALL FOR 70 MPN EXPOSURE C WIND CONDITION 'A'B' 'C' DOWEL 'D' BAR #4032' 0/C 33' #4032' 0/C P1' 20"04W 12' 6' r� #4052' 0/C 41' #4032' 0/C 24' . f 2179 0/C 49' #44P32" 0/C • ,27' 5#-4w I2' 6-1 i14@16' 0/C157' #403Z' 0/C 36. 4,_01 . cswrAa�vr - 6-1 . a�•ogcN�atcw/ MMA AlORM- s�r�a+z cwh: onv►�s�mrsa- ry imcuw.wouawnN •OO• •'DO V 0 n 0 jUT- •— pm= cow.* -Pngvear • ' � � 1 s• - I�IDILNPMDM�AW.9'aFMR00N _ �CS�QK Q FOOTING STEP DETAIL X19' - y K�JAN-31-06 04:23PM FROM- T-210 P-03/08 F-477 1 nvrV r n r a. MMt,."a %.I r46. �nvm4 w Date' 1047AM, 23 NOV OS _ ORCO BLOCK INC.' Description 4510 RUTILE ST. RJVERS1DE, CA. 82509 scope: , 19511685-1521 Cantilevered Retaining Wall Design �,���me era sen gw,ali� doge tnn car +oes oo c Description ' 6'-00 w/ 2'-0" retainig high tract wall for 70 mph Exp C wind condition Criteria Footing Strengths & Dimensions Soil Datil Retained Height 200 ft Allow N' Bearing 2,0000 Of Pc G 2,000 `'psi Fy a 90,000 psi Wali heightabove soli 8.00 ft Equivalent Fluid Pressure Method Heel Active Pressure _ 35.0 Min. As % _ 0.0012 _ Slope Behind Wall 0.00:1 Toe AoUve Pressure 0.0 . Toe Width . = 0.50 It ' Heel Width 1.75 Height of Soil over Toe 4.00 In Passive Pressure 150.0 Total Footing Width Soil Density - 110.00 pof Water height over heel _ 0.0 it Footing Tntekness ` _ 1200 In FootingllSoil Friction a 0.300 _ Key Width y ,maWidth 0.00 in Wind on Stem _ 13.8 psf Soil height to Ignore epth = 0.00 in for passive pressure =. 0.00 in Key Distance from Toe = 0.00 ft Cover Q Top = 3.00 in Btm,- 3,00 In • Desi n Summa Stem Construction . . Top Stem 2nd Stem OK , Stem OK". .. " Total Searing Coad o 1,088 ibs Design height ft= 2.40 o.00 resultant ece = 7.02 In Wall Material Above "Hr = Masonry Masonry 00 8.00 8..4 Soil Pressure @ Toe a 1,344 psf OK PebarlSiz _ Rebar Spa - 4 .4 Soil Pressure Q Heel 0 psf OK Rebar Spacing 3 3200 32.00 wabl Allowable � 2,000 0 psf Rebdf Placed at cl Center Sdge Soil Pressure Less Than Aflowa Desi" Data ACI' Factored @ "Tce = 1,805 psf tWFB +fa/Fa = 0.763 0.658 • AGI Factered Q Heel' _" 0 psf Total Forge Q Section los- 828 152.8 Footing Sheaf Toe6.2 OK Momertt...Adual ft-# 248.4 480.7 Footing Shear Q Hee! oiingi Sh � 6.2 psi .OK Moment __Aflowrable ft4 � 325.5 899.8 , _ 760 psi Show -Actual psi 3.7 2.6 Wall StN&e Ratios Street. -..Allowable psi = 25.8 22 3 �J Sliding _ 1.91 OK Bar Develop ABOVE Ht in= 2000 2000 Sliding Callas (Venic al Component Used) Bar l aplHook BELOW Ht In= 20-00- .: 6.00 Lateral Sliding Force =. 2g0.9lbs. WaU Weight psi= 47.D 84.0: less 100% Passive Force = - 133.3 Ups Rebar Depth 'd' IA = 275 5.29 less 100% Friction Force = - 326.4 Ubs Masonry Data ' Pm psi;; 1.500 1.500 Added -Force Reg'd = 0.0 ftOK Fs psi- �'� �,� -for 1.5: 1 StabiQ = 0.0 lbs OK Solid ting Grou- No Yes FOotin Design Results Special Irwpeotion. No No Modular Ralia'n' 25.78 . Toe.. Himl Short Term Factor - 1.939 1.150. Factored Pressure = 1,805 0 pof Equiv. Solid Thick In= 3.90 ... . •7.80. . W: Upward _ 346.. 0 ft-# Maeonry'Slock Typo= Ncm%,W Weight . .. , W: Downward s 58 486 ft-# Concrete Data Mu: Design n 288 468 R- rc psi a Actual l -way shear - 6.2D 6223 psi FY Allow 1 Way Shear = 76.03 .78.03 psi - oilier Acceptable sties a S?acthgs Toe Reinforcing - None Speed Too: Not raga, Mu < S Fr Heel Reinforcing Norte Speed Heel: Not raga, Mu -- S ' Fr Key Reinforcing = None Speed . Key, No key defined • Q�pEESS10iyq� �2 �p,1?J31t2�6 -iC - _ * • sT,q tom' ��� tE OF CP JAN -31-08 04 23PM FROM- _ _ _......._ _ . T-210 P.04108 F-477 ORCO BLOCK INC.- Dsgnr Date: 10:47AM, 23 NOV 05 ' Description: . 4510 RUTILE ST. RIVERSIDE, CA. 92509 Scope : ' (951) 685-1521 Us= =6.1a•�ln•�1 Cantilevered Retaining Wall Design Page z ENEACAW cAdocuments and sertin 11manls document ' Description t3'-0° w/ 2'-0" retainig high tract wall for 70 mph Exp C wind condition- Summa of Overturnin2 & Resisting Forties &Moments .... =ERTURNING:.i:. '. Force Distance Moment Force Distance Moment Item IbS ft ft4E lbs ft ft b Heel Active Pressure = 157.5. 1.00, 157.5 Soo Over Heel _ '. 798.3 1.71 407.2 Toe Active Pressure 0.44 Sloped Soil Over Heel _ Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load _ adjacent Footing Load — ^ Added Lateral Load= Mal Dead Load on Stem 000 Load d Stem Above Soil 82.8 6.00 496.8 Soil Over Toa 8.9 . 0,� 4.8 : Seism load _ Surcharge Over Toe = ' Total . 240.9 O.T.M. = 654.3 Stem Weight(8) Earm Q Stem Transitions a 450.0 0.78 Re isang/Overturning Ratio _ 190 Footing Weight _ . 337.5 • 1.13* 578.7 • Vertical Loads used for son Pressurex,088.1 Its Kay Weight . Vertical component of active pressure used for soil pressure -VeR Component = 43.9 2.25 _ . 88.8 . ` Total 1,088.1 lbs 'R.M.= 1,241.7 OFC w i ' 1 4 I EXTERIOR 5T0000 PLASTER CONTINUOUS REGLET AT ROOT OVER THE TOP OP BLOCK EXTERIOR STUCCO PLASTER POR COUNTER FLASHING W/ 1/2" WASH FOR DRAINAGE OVER TOP O BLOCK WITH :. .. I/2" WASH POR DRAINAGE : ` s ' STEEL P05T -PAINTED. TEFF < 5 OPE O BLOCK GOURS , : TREATED WOOD BLOCKING STEEL POST PAINTED. n t t _ e � AT TOP OF a" 'U' BLOCK AS , • � - • 8 CMU U BLOCK REQUIRED .: , • I : ASS ES WATER TIGHT STANDING SEAM METAL ` < 3 B FELTS OVER EXT. I ` ROOF ON O L E GALV GUTTER AND DOWNSPOUT ' If t -- '; CORRUGATED SHEETING GRADE PLYWOOD ON METAL G TING r planning .ALL INTERIOR GMU SURFACES CORRUGATED SHEE , architecture � STUDS - PAINTED- - _ -- - - - 20151 S.W. BIRCH SUITE 00 - ,.= - �s• ,,- ` s I RETAINING STRAP WELDED ' � - -- EXTERIOR STUCCO PLASTER Q S AND BOTH ALL FOUR SIDE NEWPORT BEACH CA 92664 I EXTERIOR STUCCO i I SIDES OF SHEETING E PHONE: 949 752-1177 i tt , I � E ERIOR PLASTER TYP. I S REINFORCED CMU W/ TRUSS: , 1 =s=s_= _ ;� bn DIAMETER STEEL PIPE I ;, I INFORGING — -- --` - : - - FAX: 9491 752 0151 TYPE RE E , lu i ' CONCRETE PILLED � ' -- - C / STORAGE 1 µ------ ; - - - „ I ! LOCKABLE HASP a _,. BOLLARDS - PAINTED. j : LOCKABLE HASP I h ©KNITTER &ASSOCIATES, INC. Jul -_-- -- _--- CONCRETE SLAB YVITH •' ALL RIGHTS RESERVED 2004 REINPORGING FiNlSH GRADE DROP ROD 3/4" DIAMETER x ...........21-611 LONG WITH 410 DEGREE. x THIS DOCUMENT IS THE PROPERTY. AND COPYRIGHT 0 TURN SLAB EDGE DOWN TURN SLAB EDGE DOAK 6" HANDLE BENT IN WITH 6" xKNITTER &ASSOCIATES, INC. AND SHALL NOT BE USED ON ANY 4" REINFORCED GONG SLAB 1/2" EXPANSION JOINT W/ 3/4" PIPE WELDED To DOOR OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT SEALANT FRAME BY WRITTEN AUTHORIZATION FROM KNITTER & ASSOCIATES, INC. a 8 CURB BEYOND, SEE PLAN 4° -x I" PIPE suRilrD IN GROUND NO. DATE REVISION I FOR RODS TO ENTER WHEN GATE E" Aghl OEM 11111=1111ft A% L I IS CLOSED lll� nu K' ELL'VAT10VnREFU8 V"ORA 'E-- _ e w ®— P-0" — '— _ I/4n - I O" s 1/4n I -O VIEW INSIDE SCREEN WALL I/4 - � Q Construction Is NOT PERMITTFO o v on the following Code Holidays:' h New Year D ' , ... .. say Dr. Martin Luther I('ing Jr. Day President's Da Memorial Da Independence Da : Labor Da V : eteran a -Da Thanksgiving Da-- : Christmas Day ', — » U :. PIN15H GRADE fi AT GATES Ll/ TRASH COl' STRUCT 166 HOURS `_` — october 1st - April 30 COMPACTOR Monday -Friday: 7:00 a.m. to 5:30 p.m. , ROOM Saturday. 8:00 a.m. to 5:00 P.M. „ Sunday: Norse 1/4" _ 1'-0" I/4" - 1'-0" } } { { I Government Code Holidays: None } } } IAj { I } } } } { May 1st - September 30th If V } Monday -Friday: 6:00 a.m. to 7:00 p.m. } { I I Saturday: 8:00 a.m. to 5:00 P.M. { } I Sunday: None { I } } { I I Government Code Holidays: None I I - } { ! EIVI 'C t� r�1 RE EHCZLOSURE ► i } } I FER O 5 EET 04.THI5 T FT 1 I INFORM TION THIS ARE, . } } { I I I } 0N!LY ! I I I • 1 1 b i l f I I. "AN ADEQUATELY SIZED DEBRIS CONTAINER y I I 1 , 1 I I IS REQUIRED ON THE 10B SITE DURING ALL I a'-O" PHASES OF CONSTRUCTION AND MUST BE I REFER TO CIVIL ENGINEER'S CIC TR P R INFORMATION �, � EMPTIED AS NECESSARY. FAILURE TO DO SO DRAWINGS 2'-a v2" TH15 AREA DELIVERY _ MAY CAUSE THE CITY TO HAVE THE CONTAINER ly, q L � DUMPED AT THE EXPENSE OF THE OWNER/ TL i II -0 CONTRACTOR." I : _ 61 NOTES: r .;' : N A. r y ,tiq f .. > :x o' .:•'' -;' I \1CR!FY a' : ; v MENT5 W1THVXL REQUIRE I GPI I °; �. I s WEALTH INSPECTOR e A RE -INSPECTION FEE O� $30 r` \ a WIDE GONG.-� 2 2. PROVIDE CEILING _ WILL BE CHARGED IF THE APPROVED CARAFa : , GONG. FOUNDATIO / CURS TYP. ,� MOUNTED LIGHT AND BLAS, TYP. ,�> DUPLEX OUTLET IN � PLANS AND 10B CARD ARE NOT ON , SEALED GONG. : STALL ...,` _ - - - - - - , ;.•• STORAGE _ I ______=====e THE SITE FOR A SCHEDULED , METAL \ � FLOOR = - o �. INSPECTION. PAINT INTERIOR SIDE OF NO EXCEPTIONS! ' • . • .WALL � m tt n n 1/2 X I/8 THK. X la EXTERIORTM DOWNSPOUTAr Is LONG STEEL BAR FLAT SUITES >: .. REINFORCED CMU WALL WITH CEMENTED BETWEEN _ S T E `' .. , , • •` • s STUCCO ON EXTERIOR FACES r. � BLOCKS WITH ENOUGH Q r R - r p, ONLYAT 1 M E ■ r - PROTRUDING TO MATE 11 II �w� _ - e - -g- - !A �{ 9'I - 11 �-hlto <.` F _ 0 W ITH GATE HASP I - II II r° tV l.✓ TY . `;;: .: Go pill,, :`> BUILDING & SAFETY DEPT. : I TRASH - -- - -- -n'-- -- - r' - - - -n- - - .- f T i = I 6" -DIAMETER STEEL PIPE m .` w. I II : O 5 F I LED W/ � B LLARD L G61:1xION mAPPROVED OR CONSTRUCT _i 1 i FUSI ::. CONCRETE. \ ' 'NTER i LOS E :.. i t t. / / \ '�' cV DAT BY 4'-0" MAIN GATE W/ 2 ••. I II I I I I ( � i X 2" X I/8" TUBING DOOR , u II / \ / \SUITES ORRUC5ATED FRAME W/ G � / i I \ I ( � \ '` r \ I I / \ I to IS F'DR SHEETING Y'V RETAINING ._..,`, rte,. r� 6 -O 5 6 61-011 X 5 -6 STRAPS : ' - I / ( \ I I ,\ I p RECYLES SIN TRASH BIN REINFORCED MASONRY PIERS TYP. (2) PLACES Hilton TED o PI KU RASH : HUNG ON STEEL GATE EACH BIDE : A tt tt :: t ED L' IST 4 X 4 X 3/16 X a BTL. FREESTANDING S GONG. OUNDATIO 1 tl 1 r. r POSTS, TYP. W/ 2 -O X 51-61, DEEP 1 n 1 ■ r 1 ■ SLAB, P.... , 3-�D 6-0 8 8 a-�P GONt ;RETE FOOTING TYP. _ BURIED PIPES POR Q cry STABILIZER RODS (SEE DETAIL) CONCRETE BLAB WITH - REINiFORG1NG 8"'`MINIMUM 010524 . L TURN, SLAB EDGE DOWN O Q' W THICK CONCRETE APRON 281-4n W ' F-- Q�- i,9 4_30 SFO rFoF J f2 ' 1 4 I EXTERIOR 5T0000 PLASTER CONTINUOUS REGLET AT ROOT OVER THE TOP OP BLOCK EXTERIOR STUCCO PLASTER POR COUNTER FLASHING W/ 1/2" WASH FOR DRAINAGE OVER TOP O BLOCK WITH :. .. I/2" WASH POR DRAINAGE : ` s ' STEEL P05T -PAINTED. TEFF < 5 OPE O BLOCK GOURS , : TREATED WOOD BLOCKING STEEL POST PAINTED. n t t _ e � AT TOP OF a" 'U' BLOCK AS , • � - • 8 CMU U BLOCK REQUIRED .: , • I : ASS ES WATER TIGHT STANDING SEAM METAL ` < 3 B FELTS OVER EXT. I ` ROOF ON O L E GALV GUTTER AND DOWNSPOUT ' If t -- '; CORRUGATED SHEETING GRADE PLYWOOD ON METAL G TING r planning .ALL INTERIOR GMU SURFACES CORRUGATED SHEE , architecture � STUDS - PAINTED- - _ -- - - - 20151 S.W. BIRCH SUITE 00 - ,.= - �s• ,,- ` s I RETAINING STRAP WELDED ' � - -- EXTERIOR STUCCO PLASTER Q S AND BOTH ALL FOUR SIDE NEWPORT BEACH CA 92664 I EXTERIOR STUCCO i I SIDES OF SHEETING E PHONE: 949 752-1177 i tt , I � E ERIOR PLASTER TYP. I S REINFORCED CMU W/ TRUSS: , 1 =s=s_= _ ;� bn DIAMETER STEEL PIPE I ;, I INFORGING — -- --` - : - - FAX: 9491 752 0151 TYPE RE E , lu i ' CONCRETE PILLED � ' -- - C / STORAGE 1 µ------ ; - - - „ I ! LOCKABLE HASP a _,. BOLLARDS - PAINTED. j : LOCKABLE HASP I h ©KNITTER &ASSOCIATES, INC. Jul -_-- -- _--- CONCRETE SLAB YVITH •' ALL RIGHTS RESERVED 2004 REINPORGING FiNlSH GRADE DROP ROD 3/4" DIAMETER x ...........21-611 LONG WITH 410 DEGREE. x THIS DOCUMENT IS THE PROPERTY. AND COPYRIGHT 0 TURN SLAB EDGE DOWN TURN SLAB EDGE DOAK 6" HANDLE BENT IN WITH 6" xKNITTER &ASSOCIATES, INC. AND SHALL NOT BE USED ON ANY 4" REINFORCED GONG SLAB 1/2" EXPANSION JOINT W/ 3/4" PIPE WELDED To DOOR OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT SEALANT FRAME BY WRITTEN AUTHORIZATION FROM KNITTER & ASSOCIATES, INC. a 8 CURB BEYOND, SEE PLAN 4° -x I" PIPE suRilrD IN GROUND NO. DATE REVISION I FOR RODS TO ENTER WHEN GATE E" Aghl OEM 11111=1111ft A% L I IS CLOSED lll� nu K' ELL'VAT10VnREFU8 V"ORA 'E-- _ e w ®— P-0" — '— _ I/4n - I O" s 1/4n I -O VIEW INSIDE SCREEN WALL I/4 - � Q Construction Is NOT PERMITTFO o v on the following Code Holidays:' h New Year D ' , ... .. say Dr. Martin Luther I('ing Jr. Day President's Da Memorial Da Independence Da : Labor Da V : eteran a -Da Thanksgiving Da-- : Christmas Day ', — » U :. PIN15H GRADE fi AT GATES Ll/ TRASH COl' STRUCT 166 HOURS `_` — october 1st - April 30 COMPACTOR Monday -Friday: 7:00 a.m. to 5:30 p.m. , ROOM Saturday. 8:00 a.m. to 5:00 P.M. „ Sunday: Norse 1/4" _ 1'-0" I/4" - 1'-0" } } { { I Government Code Holidays: None } } } IAj { I } } } } { May 1st - September 30th If V } Monday -Friday: 6:00 a.m. to 7:00 p.m. } { I I Saturday: 8:00 a.m. to 5:00 P.M. { } I Sunday: None { I } } { I I Government Code Holidays: None I I - } { ! EIVI 'C t� r�1 RE EHCZLOSURE ► i } } I FER O 5 EET 04.THI5 T FT 1 I INFORM TION THIS ARE, . } } { I I I } 0N!LY ! I I I • 1 1 b i l f I I. "AN ADEQUATELY SIZED DEBRIS CONTAINER y I I 1 , 1 I I IS REQUIRED ON THE 10B SITE DURING ALL I a'-O" PHASES OF CONSTRUCTION AND MUST BE I REFER TO CIVIL ENGINEER'S CIC TR P R INFORMATION �, � EMPTIED AS NECESSARY. FAILURE TO DO SO DRAWINGS 2'-a v2" TH15 AREA DELIVERY _ MAY CAUSE THE CITY TO HAVE THE CONTAINER ly, q L � DUMPED AT THE EXPENSE OF THE OWNER/ TL i II -0 CONTRACTOR." I : _ 61 NOTES: r .;' : N A. r y ,tiq f .. > :x o' .:•'' -;' I \1CR!FY a' : ; v MENT5 W1THVXL REQUIRE I GPI I °; �. I s WEALTH INSPECTOR e A RE -INSPECTION FEE O� $30 r` \ a WIDE GONG.-� 2 2. PROVIDE CEILING _ WILL BE CHARGED IF THE APPROVED CARAFa : , GONG. FOUNDATIO / CURS TYP. ,� MOUNTED LIGHT AND BLAS, TYP. ,�> DUPLEX OUTLET IN � PLANS AND 10B CARD ARE NOT ON , SEALED GONG. : STALL ...,` _ - - - - - - , ;.•• STORAGE _ I ______=====e THE SITE FOR A SCHEDULED , METAL \ � FLOOR = - o �. INSPECTION. PAINT INTERIOR SIDE OF NO EXCEPTIONS! ' • . • .WALL � m tt n n 1/2 X I/8 THK. X la EXTERIORTM DOWNSPOUTAr Is LONG STEEL BAR FLAT SUITES >: .. REINFORCED CMU WALL WITH CEMENTED BETWEEN _ S T E `' .. , , • •` • s STUCCO ON EXTERIOR FACES r. � BLOCKS WITH ENOUGH Q r R - r p, ONLYAT 1 M E ■ r - PROTRUDING TO MATE 11 II �w� _ - e - -g- - !A �{ 9'I - 11 �-hlto <.` F _ 0 W ITH GATE HASP I - II II r° tV l.✓ TY . `;;: .: Go pill,, :`> BUILDING & SAFETY DEPT. : I TRASH - -- - -- -n'-- -- - r' - - - -n- - - .- f T i = I 6" -DIAMETER STEEL PIPE m .` w. I II : O 5 F I LED W/ � B LLARD L G61:1xION mAPPROVED OR CONSTRUCT _i 1 i FUSI ::. CONCRETE. \ ' 'NTER i LOS E :.. i t t. / / \ '�' cV DAT BY 4'-0" MAIN GATE W/ 2 ••. I II I I I I ( � i X 2" X I/8" TUBING DOOR , u II / \ / \SUITES ORRUC5ATED FRAME W/ G � / i I \ I ( � \ '` r \ I I / \ I to IS F'DR SHEETING Y'V RETAINING ._..,`, rte,. r� 6 -O 5 6 61-011 X 5 -6 STRAPS : ' - I / ( \ I I ,\ I p RECYLES SIN TRASH BIN REINFORCED MASONRY PIERS TYP. (2) PLACES Hilton TED o PI KU RASH : HUNG ON STEEL GATE EACH BIDE : A tt tt :: t ED L' IST 4 X 4 X 3/16 X a BTL. FREESTANDING S GONG. OUNDATIO 1 tl 1 r. r POSTS, TYP. W/ 2 -O X 51-61, DEEP 1 n 1 ■ r 1 ■ SLAB, P.... , 3-�D 6-0 8 8 a-�P GONt ;RETE FOOTING TYP. _ BURIED PIPES POR Q cry STABILIZER RODS (SEE DETAIL) CONCRETE BLAB WITH - REINiFORG1NG 8"'`MINIMUM 010524 . L TURN, SLAB EDGE DOWN O Q' W THICK CONCRETE APRON 281-4n r r 0 11U6 60 • SIGN ELEVATION • •., • I ' Q�- i,9 4_30 SFO rFoF cP�- i PROJECT INFO TEL x H . • JOB NUMBER 200431 PROJECT MGR. R5�, E DRAWN BY n PLOT DATE III 2005 , TEMPORARY GONSTRUGTION SITE SIGN, SINGLE OR DOUBLE FACE. COLORS:-HOMEWOOD 5UITE5 LOGO: SHEET TITLE BACKGROUND: WHITE (PAINT). TEAL: 5M VT --1201 TEAL GREEN VINYL. GOLD: 3M 3630-131 GOLD VINYL.M OTHER SIGN SPECIFICATIONS: LARGE COPY: 3M3630-22 BLACK VINYL: SUBGOPY STRIPE: 3M 3630-71 ` « , ii son j SHADOW GREY, COPY IS REVERSE WEED. TYPESTYLE: TRADE GOTHIC CONDENSED, BOLD. POS75: LIGHT GRAY (PAINT) PM5 4010. r i L � r r r 0 11U6 60 • SIGN ELEVATION • •., • I