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BWFE2014-110978-495 CALLE TAMPICO' LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2014-1109 Property Address: 43365 CROSIETTE CT APN: 609052002 Application Description: BLOCK WALL 187 LF Property Zoning: Application Valuation: $6,500.00 Applicant: G H A ENTERPRISES INC 30-875 DATE PALM DRIVE STE C CATHEDRAL CITY, CA 92234-3747 T4t�t 44Qurnrw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT OCT 09 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT 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 Professions Code, and my License is in full force and effect. License Class: _ License No.::CONV:140528101254140347 Date:, � -Contractor: f' OWNER-BUILDSCDECLARATIONI hereby affirm under penalty of perjury tharom 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 orPe'is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 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).: ( ) 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.). (� 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 contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: 40 fq 11�1 Owner: CONSTRUCTION LENDI G AGE 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 Lender's Ad VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/9/2014 Owner: ADOM VENTURES 77-682 COUNTRY CLUB DR. STE A3 PALM DESERT, CA 92211 Contractor: G H A ENTERPRISES INC 30-875 DATE PALM DRIVE STE C CATHEDRAL CITY, CA 92234-3747 (760)969-1400 Llc. No.::CONV:140528101254140347 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. 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: _ Policy Number: 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 of the Labor Code, I shall forthwith comply with those provisions. Date: 10'q bC4 Applicant: WARNING: FAILURETO SECURE WORKER ' O TION 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 Building Official for a permit subject to the conditions and restrictions set forth on this 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 application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, 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. 1 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 authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date: IG 'l I `� Signature (Applicant or Agent): , DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $62.36 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY' AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL $171.13 $0.00 TOTALS:00 Description: BLOCK WALL 187 LF Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 10/9/2014 MFA Approved: Parcel No: 609052002 Site Address: 43365 CROSIETTE CT LA QUINTA,CA 92253 Subdivision: Block: Lot: 17 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $6,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NAME TYPE Details: 142 LF AT PROPERTY LINE, 25 LF OF POOL EQUIPMENT 20 LF OF COURTYARD [CITY AND ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT G H A ENTERPRISES INC 30-875 DATE PALM CATHEDRAL CA 92234- (760)200-5989 DRIVE STE C CITY 3747 CONTRACTOR G H A ENTERPRISES INC 30-875 DATE PALM CATHEDRAL CA 92234- (760)200-5989 DRIVE STE C CITY 3747 OWNER ADOM VENTURES 77-682 COUNTRY CLUB PALM DESERT CA 92211 (760)200-5989 DR. STE A3 Printed: Thursday, October 09, 2014 11:26:03 AM 1 of 2 __ SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS NOTES FINAL" CL DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BOND BEAM BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $62.36 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-426000 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $171.13 $0.00 TOTALS:00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED RESULT DATE REMARKS NOTES FINAL" FOOTINGS BOND BEAM BOND INFORMATION Printed: Thursday, October 09, 2014 11:26:03 AM 2 of 2 erlm........ Bfn.# Permit # Oty of La Quinta Building &r Safety Division I P.O. Box 1504,78-495 Calle Tampico 4.Quinta, CA 92253 -:(760) 777-7012 hiding Permit Application and Tracking Sheet Project Address y 33 Owner's Name:. A� VaGn'�N C S LL L A. P. Number: ,LOT 17 Address: -7-7 G3 Z C cu GL u p Legal Description: City, ST, Zip: Qct\vv, ck-Gs-2A' C gLLll Contractor.. S 1UL Telephone: 4 '``....' CJS'->(�•,-.>.3:•- Address: 30075 D$N , I w7 ge Project Description:; PR—\—I laziyLlt 14i . City, ST, zip: CGt?1- .02i VL, C 4'�l .. G r4 qM3 q. ItNC W�411 C -i -F S E D -` - - Telephone: 76b - _ rI:. rl - rl PPr� �%� (�1�1�3F/VC� ("� 0� Oji L' QD '� Q.'w �,5• Clot ,$ri Ij State Lie. # :Cj- Q q S % City Lia #• Arch., Engr.,Designer. h\ -G A-tL CIC, (i" i-iE Address: L -4,2.-S-,75 rv-0.n Or- 1 CA.c- City., ST, Zip! 'Pol vY,, CkeS. C ,4- CO, g- Telephone: �. r State Lic. #::" .;��-, � '���� .. Name of Contact Person: �`p �\ �,,r w ,n �aax �2oF-�- of coir-FYu Construction Type:. - Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft: # Stories: #Units-, Telephone # of Contact Person: 7&o--.21-40 - 9O.70Estimated Value of Project: �j , 50 t'> • O6� APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACICNG PERMITTEES Plan Sets Plan Cheek submitted Item Amount Structural Calm Reviewed, ready for corrections Plan Check Deposit, . Truss Cates. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted.. Mechanical Grading plan 2id Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.hLL ILO.A. Approval Plans resubmitted Grading IN HOUSE:- '^' Review; ready for correcdo'ns/issue Developer Impart Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr - Date of permit Issue School Fees Total Permit Fees 6, to ts" Hign z5ite wau Spread Footing - C a 100mph (ult.) ` ®LOCK C0., ImC. - Risk Category I Since 1944 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU IGN CRITERIA: tESIGN CRITERIA PER 2013 CBC kLLOWABLE SOIL BEARING PRESSURE – 1500psf OPTIONAL WALL CAP kLLOWABLE SOIL PASSIVE PRESSURE = 150pcf :OEFFICIENT OF FRICTION = 0.25, COHESION = Opsf ' :ANTILEVER ACTIVE = 30pcf 4ASONRY COMPRESSIVE STRENGTH, f'm = 1500psl. SPECIAL INSPECTION IOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 1SER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE DROJECT SPECIFIC SITE. #6.S. D, LADDER .TYPE ES: (; S.,:,$Tb.,F6k SLUMPSTONE) JOINT REINF:.:ATTOP COURSE;- 5 5 AT FIRST COURSE, AND 24"o.c. ,EINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 1 i. ;RADE 60, PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 �f QUEi'<iTA LACHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. BUIE_Dl1Nr, IOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLO–DRAWN STEEL X' BARS I100F WALL STEu 'Y -BARS 16" LONG CMU i8' LONG CMU TYPE PERS 2.0 16' LONG CMU 18' LONG CMU VIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6" WIDE (NOM.) A, - GROUT CELLS= iTRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 ® 28 DAYS, UNLESS w/ REINF. )THERWISE REQUIRED BY SOILS REPORT. FOR1"#DUCT{Olt( ANCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS 1'-9" ILOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR w w U NTHOU.T MORTARLESS HEAD JOINTS (TONGUE–AND–GROOVE), OR tNGELUS BLOCK SLUMPSTONE SHALL BE USED. I3Y 4ORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS Y BARS PER 4ANUFACTURED BY E–Z MIX INC., CONFORMING T0, PROPORTIONS AND SCHEDULE ;EQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL IANUFACTURED BY E–Z MIX INC:, CONFORMING TO. PROPERTY 4018'o.c,.:. 4054"o.c.: ;EQUIREMENTS OF ASTM C270. V -1— 1'-:11" ROUT SHALL CONFORM TO ASTM C476, .WITH AN 8-11 INCH SLUMP, %ND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF '} Opsl. zOCJfy f'$ t 'Y' BARS PER .RST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP - 3 PLASTIC. PER 'l' :ONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH 'A'.; : '13' IERTICAL CONTINUITY OF THE CELLS. F.G.'. fERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 3'' 6x -0'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET–SET FIRST (ORTAR WASHED COURSE – :ROUT ALL CELLS WITH REINFORCEMENT. 2—#4 CONT:.— JSPECTIONS: A, AFTER FOOTING IS READY FOR CONCRETE AND ALL DOTING REINFORCING IS T1ED.IN PLACE. B. AFTER VERTICAL #4040"0.1;.w :EINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 'A' 8'' ,4498" o.c. 4c�40"o.c. CONT. CONC. 'f1 'OR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS _ . --:3" ZE DETAIL SHEET S-5.1. ,0 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE•B[NOS— Ui.E. *9 i. �f QUEi'<iTA BUIE_Dl1Nr, (AX:'L',STEM X' BARS I100F WALL STEu 'Y -BARS 16" LONG CMU i8' LONG CMU TYPE PERS 2.0 16' LONG CMU 18' LONG CMU SA ETY DE=PT. '8' MIN. A, - #4048"o.0, #4054"o.c, SII~ D 4024"o.c. 4048.".o.c., FOR1"#DUCT{Olt( 2..-0" ..2!:=.0"• 1'-9" ¢ < � w w U I3Y Uj0- GATE `- ...._. 8" ANDERSON DESIGN GROUP Structural Engineering Building Design Ifn fl;228 East Sadlllo Street •• Covina • CA • 91723-2115 •� (626) 936-1595 - Facsimile (626) 938-0485 . .. 'enD�neerinD excellence s/nCe 7957' DTI: SIGNED 6-25-14 #6255 MASONRY FENCE WALL SCHEDULE ` (AX:'L',STEM X' BARS I100F WALL STEu 'Y -BARS 16" LONG CMU i8' LONG CMU TYPE PERS 2.0 16' LONG CMU 18' LONG CMU '8' MIN. #4048"o.0, #4054"o.c, A 8• 4024"o.c. 4048.".o.c., 4027:o.c. ' . 4054"o.c.. 2..-0" ..2!:=.0"• 1'-9" 8" #4®48"o.c. #4045"o.c. A', ........ I 4016"o.c.: #404Wo.C. 4018'o.c,.:. 4054"o.c.: 2'_07. ' ..-2 '.0" V -1— 1'-:11" 4" ; :#4048"o.c. #4045"o,c. 'A'.; : '13' 44916'o.c. 4048"o.c. .44918"0°0. 4045"o.c. 3 -O" 3'' 6x 0" #4040"0.1;.w #44936"o.c. 'A' 8'' ,4498" o.c. 4c�40"o.c. 4499o.c.. 4®36"o.c. Y_4" ? ,0" . _ . --:3" ANDERSON DESIGN GROUP Structural Engineering Building Design Ifn fl;228 East Sadlllo Street •• Covina • CA • 91723-2115 •� (626) 936-1595 - Facsimile (626) 938-0485 . .. 'enD�neerinD excellence s/nCe 7957' DTI: SIGNED 6-25-14 #6255 ANDERSON D zNGROUP . Structural Engineering Building Design" 228 East Badillo Street . Covina . CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 --glne—ing excellence since 7957" Fl GNED:5-21-14 S-2. QLQ #6255 1 • Z= 0 10 20 40 80 GRAPHIC SCALE: 1'= 20' SECTION A -A NOT TO SCALE EX. 6' HIGH R BLOCK WALL 2' MIN. 7x VARIES ER P BEARING DISTANCE L I N52'38'50'W 22.80' FOP N52'38'50 -W 16.29' 1 N8978'40 E 121.92' if sEcnoN a -e P P NOT TO SCALE P.E.=120.5 LINE TABLE NO. BEARING DISTANCE L I N52'38'50'W 22.80' L2 N52'38'50 -W 16.29' L3 N8978'40 E 121.92' CONSTRUCTION NOTES NO. DESCRIPTION 1 CONSTRUCT FLATWORK/WALKWAYS PER CITY OF LA OUINTA STANDARDS 2 CONSTRUCT 6' GARDEN WALL (BY SEPERATE PERMIT) J CONSTRUCT 12' BUBBLER BOX PER DETAIL 'A' 4 CONSTRUCT 4- AREA ORALN PER DETAIL 'A' 5 CONSTRUCT 4- PVC DRAIN PIPE 0 IX MINIMUM'SLOPE 6 OMIT BLOCK AT GRADE TO ALLOW FOR DRAINAGE 7 INSTALL DETECTABLE DISABLED ONLY PARKING AND WARNING SIGNS 8 CONSTRUCT DRIVEWAY APPROACHES PER CITY OF LA OUINTA STD. 221 9 DRIVEWAYS TO BE CONSTRUCTED WITH PERMEABLE PAVERS PER APPROVED HYDRLCY. REPORT IO PROP. SIDEWALKS TO BE CONSTRUCTED PER APPROVED STREET PLAN NOTE: ALL THE OUANT177ES SHOWN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN HIS OWN ESTIMATE FOR BID PURPOSES. EXISTING SCHOOL O��p POOL RIN-120.30 N 1 17.81 TC 118.5INV 4 :. I - 50' PROP. WATER 7' 18' I I t . i k 612� ldnb07 5 110 LF 16 .,h n.e E. 12o.n P.E.=120.5 P.E-120.1( PLAN 22 FINISH 01, wim' f : _ ... 4./�S PRIVAT N IN R'S NOTES TO CONTRACTOR Tne . arw bca;m o7 onr unde.gmuw mwyPla.. colrwm a x.udare. s mn:<'pa�.c" bmvn-a 6r a eo al lne awaaa. r«ua., The can mctw the t' u .egvied 10 a\e of o,lr n o.l t. o REVISIONS' Dere a -.;.ling uL31ie. e.c.tran .M•n en INu pan.. c due PrecaAanory m o pmte<I Inc diWylNut dra•ings. ine eonvaclo• NO. BY MTI lurtner aseam« all aab3tY and respomibiftY la tn- ulRyoPPea. co«u:b ar 'luno.-- flw•n x nal eno.n on Ine.e ara.:nq.. Important Notice -Underground Service Next [a.lrucdon c.VONx ogre. Incl b ttcxdenec ..In genercly tt<epM N.uclian pmctK.. cons4ucrum cmlroctar=p pe_rgoiyea. lP_ofsume_�at_arN_..I.d; te_rfd, .ipu:ty_W_jW_..d-3rtlim-72:6/.I71Ld_. %Tbmmd.Ketlr W- -- onaaio.-during tiro coon- .' can.tn:ctbn at the xajttl, mctuairlg a-!ely of all «r.on. ana 0911x1 ��edim bdx- - prop-rly, Inol .i. uwW-t .lull . node to aPNY canlinuouay and rol ne Yrtitea to normal 'Pem4 b Lead- 4 k Md. 7> pv N A'ul .oNrq Tour., arse conxrucl:on convttla I-., ogre. to aelend. inaemniry ark M oc.ign Wil... %x ml UWsTld S. - W.d T pate.i-nd Tomo.. I- arty oM ae bQ, red o aqr . in '-b..; . Inc Pedxmonce IRI FREE d 1-500-217-HOO tb x q 61)• W .od: an tni. Woj«L e.ceptMq pubX.ty ari.'up Tram IM .de negligence of de.tyn p ofas.:ond. bd-'loo ap PQOL SPA RIM -119.80 .1 O.00FS - Ih., 8.90TCO 791NV 119.J t9.J fGHP C,HP 18 IID Lf )106 If FPE'120.27 PPS 11 XR I H.1110 7I 4 0 0 .{ 4 119.00TG , } 117,INV WALL OF LA QUINTA bUlLUlNO & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY 119.7 T 121.0111 60.00' 1175 47,00' I G.H G 119 5FL 4 -P WAY 1 Z; HP V7 I z 3 119.5 C m / 3. AC'' .. D,,f !IC) . m aim y to' c I� 3 46. .. I 119.2 1 W 3 SEE AOA DETAIL 118 28 O W01" �ypppp. _ FL PR07E�? n 4 117.5 918: - 1 i Tny. S5600' 117.6 } 118. c w \ 178.11 11 FL o� \ C FL 4 OP. SIDEWALK 1 17.81 TC W'LY R/W P.U.E. I - 50' PROP. WATER 7' 18' I ( 18' 7' 1 10' P.U.E. I P.U.E. - - �- PROP. SEWER MA717 0 TCIN FINISH m 4. AC PAVEMENT., }•� I 2� 0 5' CRUSHED' - 6 S/W 11631 BCR 116.82 i � 777.77 177.47 C -GB UTILITY 1 6' S/W AND GUTTE n . � v AND CUTTER COMPACTE� Plan Set No. I= RAW-. aTY OF LA Ot1NTA, COUNTY OF WEIME AHEITER "` m CG NS U LTING PREPARED UNDER THE DIRECT SUPERVISION OF: 601iA r--- � . I L - DATE MICHAEL 0. HACKER N.C.E. NO. 55606 i No. 55606 w.:.nlft• APPROVED FOR PERMITTING: PLANNING D ZONING COMPLIANCE: To•wL .e.�...P P � r s I TOM HARTUNG DATE LES OH ON DA E INTERIM BUILDING OFFICIAL 904MUNITY DEVELOPMENT DIRECTOR CITY OF LA OUINTA CITY OF LA OUINTA 5.5'(rYP.) W 0 W \ rTG = TCr•0.15 FG 4' ROUND AREA D 2% GR1TE 11• PIC ORMN PIPE AT 1X MlN. PERFORATED WELLI)I_ ROCK INSTALL 6• FILTER FABRIC 6' IB' 6 BUBBLER A!V DRAIV DETAIL DETAIL 'A' NO SCALE PAINT THE Wt7RD5 'NO PARKING' WITHIN ((OADING ISLE STANDARD (C8C 11298.4) PARKING -13 STALLS� rPEDESTRIAN WALKWAY E NG To BLUE (TIP.) B-\ . I I� Y PARKING WARNING AND PARTING RT WG VAI, ACCESSSLE "GE ' CBC 11298. WTE SYMBOL TOD DOMES 361X36' ON BLUE BE (CBC TRUNCAIIJJB.85) BACKGROUND (TIP.) ADA DETAIL INOT TO SCALE 1I' MIN --J WHITE ON BLUE 94CKGROUND (IYP.) ADA PARKING SIGN TO C Bf 70 S0. IN. M N n.wlm x t�rnim' N.TS. �% 'm (I\`� 4" WHITE WHITE a uxiac wro 22' rwrttpAmmrON rt®Y PARKING MIN. .uc ec rwm Av. n ONLY hues °ondt ra.m w. a r� Ar � w 7e �uwu11 �wL $25C UNAun4OWED VEHICLE ACCs SIIBLE WARNING SIGN 7'0 scuE 80' MIN. 10' MIN L.I. / CLR. 2' 50. GALV HEIGHT STD. -i 9'x19' STANDARD 2' SO. OST STEEL POST FROM FG L.I.= 10'.20' LOADING ZONE ( STEEL POST IN POSTED H.C.= 17'.19' HANDICAP of TRAVEL PARKING LOT STRIPING HOT TO SCAlE P/L P.U.E. E-LY/R/W W'LY R/W P.U.E. I 50' I t0' 7' 18' I ( 18' 7' 1 10' P.U.E. I P.U.E. 2:1 FINISH m 4. AC PAVEMENT., GROUP Z �x I 2� 0 5' CRUSHED' - 6 S/W BOVER ASE I TUTILITY RENCH i FINISH ( GROUND I 6" CURB UTILITY 1 6' S/W AND GUTTE TRENCH 6" CURB 1 CITY of LA QUINTA t CROISETTE COURT AND CUTTER COMPACTE� Plan Set No. SUBGRADE .D BY: CITY OF LA OUINTA aTY OF LA Ot1NTA, COUNTY OF WEIME a4uy L 6/a 5,�i4 -'Z �F - pppp��S//TyyA��TE /O�FpC�AfLyF-LO/RMNIpA/ ��� !-IlClih7E t.V IMLA71Y1:7-r LM/\ 5ENC77/EER EXP -GATE: -12/31 -/le- IRJMS00N.- / CI TRACT NO. "7 2 SHI A5 SHOWN ° 0CASW L� ' COOK' WSr a iav SotW L - K£5, .i�E Of WnOX O fog Br✓E i 50VMERLY Of Mf iROf0.AG//70N Ol OWHY 5' NagMEPLY Of INE 9OEWl'M OC AMO .5 ILf-, ARC MODEL LOTS 17-19 1 d RSI -J : N IA' f .1 RIES.BBU ' J.E FILE NO. 5Ou!„EP(r w m' rwpRlY.I r1Rv ac rHE tt n ,ug Pr crfAn W.O. IJ0902 FOR: DWG: 7.70907-PCOS '