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13-1276 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001276 Property Address: 81467 GOLDEN POPPY WY APN: 764-280-999-121 -300236- Application description: WALL/FENCE Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 2800 T4'yl BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: CHANG 81467 GOLDEN LA QUINTA, CA ( POPPY 92253 Contractor: Applicant: Architect or Engineer: DESERT OUTDOORS I �I l 78065 MAIN ST STE LA QUINTA, 922 (760)399-960000 Lic. No.: 964474 LI ENS NTRACTOR'S DECLARATION I hereby affirm under penalty of perjury�ps licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi n rofessionals Code, and my License is in full force and effect. LicenseClass: C27-053 License No.: 964474 }} Date: 116 G Contractor: zm_,b�_ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjur0'thant am exemptfrom the Contractor's State License Law for the following reason (Sec. 7031.5, BusmeProfessions Code: Any city or county that requires a permit to construct, alter, improve, demolish, orany 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 1, 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—) I am exempt under Sec. , B.&P.C. for this reason 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: tin LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/08/13 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. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance o the work for which this permit is issued. My workers' compensation insurance carrier and policy n mber are: Carrier NORGUARD INS P ' Number DEWC338066 I certify that, in the perforinanid of Voe woN for which this permit is issued, I shall not employ any person in any manner a bec a subject to the workers' compensation laws of California, and agree that, if I sho d me su 'ect to the workers' compensation provisions of Section 3700 of the Labor Cod I .13; II forth comply with those provisions. Date: Xft k\•1 15 Applicant: WARNING: FAILURE TO SECURE WOR S' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMIN PT ALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION O E COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, NT EST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety 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 appZfoinspe es null and void if work is not commenced within 180 days from date of issuance or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state thormation is correct. I agree to comply with all city and county ordinances and state laws relating tot ction, and hereby authorize representatives of this �co�un�ty� to enter upon the above-mentioned pre ion purposes. Date: L$71 t0\%+S Signature (Applicant orAgent): Application Number . . . . . 13-00001276 Permit . . . WALL/FENCE PERMIT 2013 Additional desc-. . Permit Fee . . . . 47.19 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 2800 Expiration Date . .. 4/06/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 ---------------------------------------------------------------------------- Special Notes and Comments 40LF OF 4' GARDEN WALL AT NORTH SIDE YARD [ORCO SPECIFICATIONS] (DOES NOT INCLUDE WATER FEATURE OR ELECTRICAL) PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PERMIT ISSUANCE M/P/E 90.57 PLAN CHECK, WALLS 60.06 Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total LQPERMIT Charged Paid 47.19 .00 .00 .00 151.63 .00 198.82 .00 Credited Due .00 47.19 .00 .00 .00 151.63 .00 198.82 Bin # Qty Of La Quinta Building 8r Safety Division P.O. Box 1504, •78-495 Calle Tampico 1a.Quinta, CA 92233 - (760) 777-7012 Building Permit APPlication and Tracking Sheet Permit # IBJ 12� Project Address: l C]l:� Owner's Name:It C A. P. Number. Address: Legal Description: Ci ST Zi : ty, p L Ar Contractor: Telephone: � Description: Address: —ZQA:�(D J 451—Project City, ST, Zip: L Ar Qu l (71 u4i, Telephone: .3 LpC►J . •;•>. z . State Lic. # : City Lia 9, Arch., Engr., Designer: Address: City, ST, Zap: Telephone: Construction Type: Occupancy: State Lia #: . ' ' v, .� , .,,� „ � ,•• ,•„� Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: J Sq. Ft.: # Stories: # Utrits: Telephone # of Contact Person: 1 Estimated value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE H Submittal Req'd Recd TRACKNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Tide 24 Cake. Plane picked up Construction Flood plain plan Pians resubmitted Mechaeical Grading plan 2" Review, ready for correctionsPissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- 7id Review, ready for correcdonvUsae Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees ;2 goo, Jlk p t2 z mosmo CORONADOLEDGE HONEY COLOR-CARMEL MOUNTAIN Lu ALL SIDES STERSTONE 22' PEAKED PILASTER CAP b LL, COLOR. CAFE BROWN 0507LL, OQo© Z 9-4WITH ISTON. W 0 00 11, 000( D Fo wz C3 EXISTING COLUMN DETAIL LLJ 0, RESIDENCE SCALE-- V-17 z EXISTING GR U-1 0 WATER SOIJRCE DL IC DL IC IIc PALO VERDE TREE EIR NO Tc 9 O NO —G— mc NO =RM LEFIC 2)(7 FRENCH DRAIN 7 DEEP �c:OMIDITER EAN VALOR RWNDED CONC. CAP 3— —7 e FILL FILL WITH GRAVEL Ac z LIGHTING TRANSFORMER 101MWITH PHOTO CELL CAP AND REROUTE EXISTING IRRIGATION T __--t—SAIWIPLANTERITO STING HEADER BOARD cm SWBMR GRANDMTER DEEP BUBBLER OOT SYSTEM E HE HE CBS CBS COORDINATE GATE/"^I HARDWARE W/V&M MO�f OF LA QUINTA EGEND ORCO MEDITERRANEAN BUILDING & SAFETY DEPT. MSCANYto APPROVED AUMM 14,2013 DATE W111-m 4W4 SME V'r-l'o 19 1 OFT w ORCO STANDARD 6' TO 8' CMU SITE WALLS OPTIONAL HAT GAP DESIGN LR17FRlA; PER THE 2010 CEC 'Y' DROP-IN BAR 1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF Z ALLOWABLE LATERAL PASSNEPREZVRE= 150 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS. a#6 4. REINFORCING STEEL : GRADE 60. 5. 1500 PSI MASONRYCOMPRESSIONSTRENGTH - NO SPCC INSPEMON 6816, 6616, OR 6618 CMU 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM 70 GROUTED ONLY @ VERT STEEL NOTES: (3 PLACES - 4 PLACES FOR 7' 1. CONCRETE BLOCTCSHALL CONFORM TO ASTM C 90. WEDGELOCK BLOCK SLUMP BLOCKANDSPLITFACEBLOCKAREAC EPTABLE 'W' CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. 12. MAXIMUM CYIN7ROL JOINT SPACING 40'O/C 20' O/C FOR WALLS TO BE MORTAR WASHED OR SnXCO COATEO. 2 -W* MIN. a EAR CELL OPEN REQUIRED TO USE 6616 SLUMPED CMU. ORCO WIDE CELL SLUMP QRpFESS/0, 'Al F� uw ln^ m ~ C51925 N A * Exp. 12-31-2014 Tql Cid ��• ���P Fp OF CA�\F 'Y' DROP-IN BAR Z CONCRETE FOR F007ING SHALL BE I PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK PORTLAND C E HENT SHALL CONFORM a#6 TOAS7M C ISD TYPV. k EII/= 2500 PSI STD JOINT REINFORCEMENT @ 24" 0/C 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM 70 Z (3 PLACES - 4 PLACES FOR 7' A577 -f A 615 GRADE 60. PROVIDE 46 BAR DI4ME7fR LAP. & 8' WALLS). USE #5 STD. FOR SLUMP BLOCK 4. REBAR SHALL BE (ENTERED IN THE CONCRETE BLoac CELL IN VWHICH IT IS LOr ATED. W In NOTE. • PROVIDE #4 DOWEL & 5. CONCRETE BLOCK SHALL BE LAYER INA RUNNING BOND 04 DROP-IN MAT EACH SIDE OFCAONTROL JOINTS PATTFRNN WITH VER77CAL CONTINUITY OF INE CEYLS UNO. i c ENDS OF WAIISAND @WALL 6. ALL BLOCKCEZ CONTAINING VERTICAL REBAR SHALL BESOLID GROUTED. HEIGHT CHANGES co Z USE TYPES MORTAR PROPORT70NED USING ASTMC270 PART CEMENT TO 1/2 PART LIME TO +la PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART b CEMENT T03 PARTS SAND (GROUT MAYCONTAIN 1 PARTS 3/8' X DOWEL @ CENTER OF PEA GRAVEL IF WEATHER CONDITIONSARE FAVORABLEAND BLOCK QyU UNOBSTRUCTED CELL SIZE LS SUFFICIENT TO ALLOW GOOD GROUT lAeN FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT S£GREGA770N OF THE CONSi7UEN75 2 EQUAL EQUAL 9. BLOCK STEM MAYBE WET -SET I -W' INTO THE F007ING WHILE LEVEL GRADE BOTH SIDES THE CONCRETE IS PLASTIC. BLOCK STEN MAYBE PLACED TO :r EITHER EDGE OF THE 7RENCN TYPE F0077NG 10. FW77NG MUST BE POURED ON OR INTO UND757URBED _ NATURAL SOIL OR ON COMPACTED FILL MMA MMIMUM COMPAC7701V OF 90%. a #4 HORZCONT. 11. FIRSTINSPEC770N TO BEAFTEQ F007ZVG TRENCHESARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS 77ED IN PLACE. SECOND INSPECTION 70 BE WHEN THE REQUIRED VERTICAL IS IN PLACEAND THE BLOCK WALL IS READY 70 GROUT. 'W' CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. 12. MAXIMUM CYIN7ROL JOINT SPACING 40'O/C 20' O/C FOR WALLS TO BE MORTAR WASHED OR SnXCO COATEO. 2 -W* MIN. a EAR CELL OPEN REQUIRED TO USE 6616 SLUMPED CMU. ORCO WIDE CELL SLUMP QRpFESS/0, 'Al F� uw ln^ m ~ C51925 N A * Exp. 12-31-2014 Tql Cid ��• ���P Fp OF CA�\F CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING WIND MAX. .W, DESIGN WALL SPREAD 'X' DOWEL 'Y' BAR SPEED HEIGHT FOOTING WIDTH 33" #4 @ 48" 0/C-- #4 @ 48" 0/C U V 6'-0" 1'-9" 48. 0/C FOR 6' L 48' 0/C FOR 6' w SLUMP BLOCK. W. 8 SLUMP BLOCK. N a, X #4 @ 48" 0/C 33" #4 @ 48" 0/C 6'-8" 1'-11" 40' 0/C FOR 6' 40' 0/C FOR 6' Z o W SLUMP BLOCK. SLUMP BLOCK. _ w = N #4 @ 40" 0/C 33" #4 @ 40" 0/C C 7'-4" 2'-1" 32' 0/C FOR 6'-- 32' O/C FOR 6' U7 SLUMP BLOCK. 1 O" I O" SLUMP BLOCK. Lo °o #4 @ 32"0/C - 33" #4 @ 32" 0/C 8'-0" 2'-4" 24' 0/C FOR 6' 24. 0/C FOR 6' SLUMP BLOCK. I2" -- 12" SLUMP BLOCK. N07E' FOR 18" LONG BLOCK USE 9" INCREMENT REM SPACING THAT IS G OSER TOGETHER THAN THE 16" LONG BLOCKSPACING. FOR EXAMPLE,' 48" O/CSPAQNG FOR 16" LONG BLOCK REVERTS TO 45" O/CFOR 18" LONG BLOCK 40" FOR 16 -.BLOCK GOES TO 36" O/C FOR 18" BLOCK - ETC. FOR 5701EYARD RETURN WALLS WUlW DRAINAGE SWALE OCLURES, A 112 BLOGC MAY LEFT OUT @ SWAIE GRADE. PROVIDE f4 DOWEL AND 04 DROPHN BAR ON EAOl SIDE OFTHf 1%2 BLOC(DRAIN - AS SHOWN. 1 @ E404S6aEOF fTW1x4DROP-RV W KOUT o v ° v0 v 0 '•p p p p vv v o _ o CONT. FOOTING v o p °.• 'p .° p p. r.l -" E CITY OF LA QUINTA mn" rm an J' roar WA w/fmWZFCAc .se rTAOS N N]2 ..O MPASrpMW- ,arx'mexlDllt IAiMO/gEr(AEVr aru�s= - 0 2 • ° ti i Q `a M IGPZ ..VwrRr"-Awmex ,ter uvA�n,warrAarraaM nw ra FOOTING STEP DETAIL a Q,yOF E OH < 4 Lu � " —m Z F- (n A 031925 * Exp. 12-31-2014 qT C I V F 0F CALF ORCO STANDARD 6' TO 8' CMU SITE WALLS 'W CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. 12. MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR WALLS TO BE MORTAR WASHED OR STUCCO GLOATED. 2 5/8' MIN. CLEAR CELL OPEN REQUIRED TO USE 6616 SLUMPED OHU. 0 ORCO WIDE CELL SLUMP Q LofEss j0 i < F1 - y 0 Lu m ~ C31925� A * ExP.12-31-2014 lF OF CPI.\F�� OPTIONAL FLAT GAP DESIGN CRITERIA: PER THE 2010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. GROUT STRENGTH = 2000 PSI @ 26 DAYS. 4. REINFORCING STEEL: GRADE 60. 5. 1500 PSI MASONRY COMPRESSION STRENGTH -NO SPCL INSPECTION 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT'NOTES.• STEEL 1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90. WEDGELOCK BLOCiK, SLUMP BLOCKAND SPL17FACEBLOCK ARE ACCEPTABLE Y DROP-IN BAR Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA MAXIMUM OF 1-1/2 GALLONS OF WATER PER S4CC PORTLAND CEMENT SHALL CONFORM 70 ASTM C 150 TYPE HIV. Fc = 2500 PSI #6 SOD JOINT RQNFORLY h1ENT @ 24" O/C 3, REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO 2 (3 PLACES - 4 PLACES FOR 7' ASTMA 625 GRADE 60. PROVIDE 46 BAR DIAMETER LAP. & 8' WALLS). USE #5 STD. FOR SLUMP BLOCK 4. REBAR SHALL BE CENTERED IN ONE CONCRETE BLOCK CELL IN V WHICH IT IS LOCATED. h S. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND NOTE. PROVIDE #4 DOWEL & PATTERN WITH VERTICAL CONTINUITY OF ONE CELLS ONO. #4 DROP-IN BAR AT EACH SIDE Of CONTROL JOIN13, 6 ALL BLOCK CELLS CONTAINING VERTICAL RE84R SHALL BE SOLID ENDS OF WALLS AND @WALL GROUTED. Q HEIGHT CHANGES 00 7. USE TYPE S MORTAR PROPOR77ONED USING ASTM C270 PART CE=MENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. c 8. GROUT FOR. CONCRETE BLOCKPER ASTM C 476 TO BE 1 PART b CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" O,^ DOWEL @ CENTER OF PEA GRAVEL IF W547HER C7NDMONSARE FAVORABLEAND BLOCK C7NU UNOBSTRUCTED CELL SIZE I5 SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SCO•REG477ON OF THE CONSTTUENTS EQUAL EQUAL 9.BLOCKSTEMMAY BEWET-SET1-1/2"INTDTHE F007INGWHILE F LEVEL GRADE B07H SIDES THE CONCRETE IS PLASTIC. BLocx s7EM MAY BE PLACED TO 'r OMER EDGEOFTHETRENCH TYPE FOOTING. —_ 10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WETHA MINIMUM COMPACTION OF 90%. #4 HORZ CONT. 11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE N . y READYFOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND ASPEC17ON 70 BE WHEN THE REQUIRED VER77Ci9L IS IN PLACEAND THE BLOCKWALL IS READY TO GROUT. 'W CONT. FOOTING SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. 12. MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR WALLS TO BE MORTAR WASHED OR STUCCO GLOATED. 2 5/8' MIN. CLEAR CELL OPEN REQUIRED TO USE 6616 SLUMPED OHU. 0 ORCO WIDE CELL SLUMP Q LofEss j0 i < F1 - y 0 Lu m ~ C31925� A * ExP.12-31-2014 lF OF CPI.\F�� CHART FOR 6' TO 8F SITE WALL W/ SPREAD FOOTING WIND MAX.• ,W, DESIGN WALL SPREAD 'X' DOWEL 'Y' BAR SPEED HEIGHT FOOTING WIDTH . #4 @ 48" O/C 33" #4 @ 48" 0/C V U 6'-0" 1'-9" 48' 0/C FOR 6' L 48' O/C FOR 6' wSLUMP BLOCK. 81, SLUMP BLOCK. C ►� W #4 @ 48" 0/C 33" #4 @ 48" O/C 6'-8" 11-11" 40' 0/C FOR 6' 40' 0/C FOR 6' Q Z 0 uiW SLUMP BLOCK. - SLUMP BLOCK. #4 @ 40" 0/C 33" 7'-4" 2'-I" 32' 0/C FOR 6' L 32' 0/C FOR 6' U] SLUMP BLOCK. 10" 101. O" SLUMP BLOCK. L1i � co #4 @ 32" 0/C —33" #4 @ 32" 0/C 81-0" 2'-4" 24' O/C FOR 6' 24' O/C FOR 6' SLUMP BLOCK. 12" -- 12" SLUMP BLOCK. NOTE: FOR 18" LONG BLOCK USE 9"IN ZEMENT REBAR SPACING THAT IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE• 48" 0/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR 18" LONG BLOCK, 40" FOR 16". BLOCK GOES TO 36" OIC FOR 18" BLOCK -ETC. FOR SIDEYARD RETURN WALLS WHERE DRANNAGESWALE OCCE RES A 1/2 BLOCK MAYLIlTOUT @ SWALEGRADE. FROPME 04 DOWEL AND 04 DROP-IN BAR ON E40/ SIDE OF THE 1/2 BLOCK DRAIN -AS SHOWN. I @ F4CH 57DE OF VT W/ #4 DROP-IN a4R etpOrw.Ol W/talmum I6 DUAU pf CVZOTOIOAfRW6Pm- Awt=c mxwAw w°rAwr aawnmsTm KOUT v 0 v v O p p 2 O '•o v i v v COVT. FOOTING o°• ' • ° o — t CITY Of LA QUINTA L —mvr.ow-w—r — ,m�uv.tmw+ovc�a�raswTna, s®. Ilw. Y.V3. ccromam nu -0. FOOTING STEP DETAIL ?ROPE ON F Z ui u m F- Ln A C31925 * Exp. 12-31-2014 s4r C I V (; O OF CALF