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13-1181 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001181 Property Address: 53485 HUMBOLDT BLVD APN: 767-700-017-3 -330762- Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 26131 4 VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/19/13 Owner: BERNT BODAL LIVING TRUST Contractor: Applicant: Architect or Engineer: CASTILLO, MATIAS B. P.O. BOX 5 + COACHELLA, CA 92236 In 1� (760)398-9227 Lic. No.: 881611 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 Code, and my License is in full force and effect. License Class: C8, C29 / License No.: 8811611 e: c7 D 20Ocontrac� 1 r �/f6 5 ) `�/G(% /S L�/11/O., C, 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 1$500).: 1 _ 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 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: LQPERMIT QUINTA DEPT. 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 NORGUARD Policy Number MAVC242848 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://i Applica t:-/ `16 5 f7'//. f5 64l1 -L 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 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 foe 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 consttrruction, and herby authorize representatives of this county to enter upon the above-mentioned property for insp on pur mss. Date �����g�/1r�35ignature (Applicant or Agent): Application Number . . . . . 13-00001181 Permit . . . WALL/FENCE PERMIT 2013 Additional desc-. . Permit Fee . . . . 208.78 Plan Check Fee .00 Issue Date Valuation . . . . 26131 Expiration Date 3/18/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 8.00 14.3000 EA MISC WALL, ADDL 50 LF 114.40 1.00 47.1900 LS MI RET WALL <=121, 1ST 100' 47.19 ---------------------------------------------------------------------------- Special Notes and Comments MULTIPLE BLOCK WALLS - 490LF OF GARDEN WALL (287LF ANGELUS S-1.OLQ AND ANGELUS 203LF PL S -1.11,Q) 53LF OF RETAINING WALL (ANGELUS 5-1.5LQ) AND (2) COLUMN 24LF (ANGELUS 5-1.5LQ) 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 PLAN CHECK, WALLS 120.12 Fee summary Charged Paid Credited --------------------------------------------------------- Due . Permit Fee Total 208.78 .00 .00 208.78 Plan Check Total .00 .00 .00 .00 Other Fee Total 121.12 -.00 .00 121.12 Grand Total 329.90 .00 .00 329.90 LQPERMIT n Bin # City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: a 4 6,5,61,�V yt C Id b Owner's Name: be fs1 4 -130OU A. P. Number: -%—� . on Address: (% ' ' ' Legal Description: City, ST, Zip: f Contractor: , �,: � •�/ l S (.O^ �G �� � . � 's Telephone: Address: P. Project Description: City, ST, Zip: C "/I f1 , ''� 4';:. '7 ZZ 31- -, Telephone: D 6"'qlla:::.:::..::.•::::.,.,.:::::::.:::::::,:: c i(1,06L`i/y�f 0 State Lic. # : City Lic. ,&:&,'00�r4 61411 Arch., Engr., Designer: Address: lr/gA �z A ,L /3 (et: A A56 PJr City., ST, Zip: C✓I C tK h s c G tN1. Telephone: ; :ti:::z;: j;: f:>>iF � :i$'�::+ti .yi::::: %lei.•`:: � is » °< Construction Type: Occupancy: State Lic. #: r Demo ProJect type circleone&NewesAdd'n Alter Re aiSto Name of Contact Person: +S,.iF Uits: Telephone #of Contact Person: tmated Value of Project: ZCo 1,3 1 ; APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- ''" Review, ready for correctionsAssue Developer Impact Fee Planning Approval Called Contact Person • A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees J G Ii 1 h*j K CO.,1NC. nce 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2010 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psI 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcJ 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Cps( S. CANTILEVER ACTIVE = 30pjr 6. MASONP.Y COMPRESSIVE STRENGTH, ('m = 1500psi. ,SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY. 7. t!SER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE i PROJECT SPECIFIC SITE. ! NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 6U. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 i ND4ES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOIN i REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. J. S TRE.NG R I OF CONCRETE FOR FOOTINGS = 2500psi 0 28 DAYS, UNLESS 07HERV4SE REOUIRED BY SOILS REPORT. _. C014CRETE MASONRY UNITS SHALL CONFORM 10 ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR W TROUT MORTARLESS HEAD JOINTS (TON CUE- ANU-GROOVE), OR 4NGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TWE S PREBLENOEO MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PP.OPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY -c-Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, 1 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. FIRST COURSE MAY 9f 1'IET-SET 1 1/2 INCHES MAX, WHILE CONCRETE ' IS PLASTIC. R. CONCRETE BLOCK SHALL BE LAID 1?1 RUNNING BOND PATTER14 W,TII VE_R1ICAL CONTINUITY OF THE CELLS. o, VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. Gi2C'J'r ALL CELLS WITH REINFORCEMENT. 111. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. I 112. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS I SFE DETAIL SHEET 5-5.1. 6' to 8' High Site Wail Spread Footing - C ei 85mph 8" Wide CMU CITY OF LA QUINTA [BUILDING A SAFETY DEP' OPTIONAL WALL CAP Al FP1t'r'. S \FOR CONSTRUCTION #6 STD. LADDER TJPE LI�A (�15 STD FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE. AND 24"o.c. 6- WIDE (NOM.) CMU GROUT CELLS w / REINF. 'X' BARS PER S_-HEDULE 0 -- CTR. OF WALL 'Y' BARS PER 5:;HEDULE LAP ----.._...- PER 'L' EQ. E0. F.G.----� WET -SET FIRST I 1 COURSE »t 2-#4 CONT. CONT. CONC. FT G.----/ ALT. SENDS--�- W MIN. PER SCHEDULE 'li' MAX. rdA5UNRY FENCE WALL SCHEDULE X' BARS REINF.WALL STEM __'Y' BARE 16' !.DNC GNU 18- IONC CM-) TYPE PER 5-2.0 16• LONG CIAO 111• LONG CAIN L' STEM 'lY MIN, V-0"- i'4048"o.c. d4E454"o.c, f' 4027"o.c. 2-0 2-9"— 4048�a8"o.c. 4054"o.c. i 6'-g" ((4 ;48"o.c. —4"o.c. _n_ 4®16"o. C. ' 4018"o.c. 3'-0" ,y4fR1a5"0.c, _2'-0' 4018"o.c. 46e45"o.c.. 2'-;U° 1'-10" �7'-'! _--- �a 18`o.c. �4EDa5"o.r„ I A' 4;16 o. c. #4@1,8-o.c. 3'-0' 3'-3" -- E3--14048"o.c. 4045"o.c. 2'--0" 2'-0" E'-O"44®40"O.c. N4036"o.c. A' 498"o.c: 488"o.c. 3'-a 3'-6' _ B' 4040"c.c. 4036"o.c. 2'-0" 2'-1" } .ANDERSON DES_1GN_ _GROUP _ Structural F..nuinenrinn—•iBullding Desinl; j 228 Ease E336113 Street C,o na • CA . ?1--123.2115 (626) 938-1595 rac:ximile (G2G) 9]£1 -nabs J - N(OF L Oul JINN M 0 w U (;�^�■ P P Z ! J I n 10 a. 3- CLR. TY(', DA'FE SIGNIH) 5-20-13 S--1.OLQ P 62:55 DESIGN CRITERIA: I. DESIGN CRITERIA PER 2010 C8C 2. ALLOVIA13LE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.'25, COHESfO,4 = Cpsf 5. CANTILEVER ACTIVE = 3OPcf NO SURCHARGE G. MASCNkY COMPRESSIVE STRENGTH. I'm - 1500psi. SPECIAL INSPECTION NOT EXCEPTION 3, 7. USER RTOERI U/DFY APPLICAB LITY OFPER CEC SECTION 1 THE 1DEFINED DES G14 UCRITERIA P Y FOR PROJECT SPECT. -1C SITE. NOTES: ,V. 1 1. REINFCRCING STEEL SHALL BE DEFORMEU AND CONFORM TO ASTM A615 iI GRADE 60. PROVIDE SPLICES (LAPS) OF 43 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINTREINFORCEMENT ("LADDER" TYPE) SHALL BE COLD-DZAWN STEEL .',,RE CONFORMING � . I JG TO ASTM A951. PROVIDE MINIMUTA 6 IIJCH LAP SPLICES. 7. STRENGTH OF CONCRETE FOR FOOTINGS = 250OPsi 0 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WTH OR v4THOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR A GELU.3 BLOCX SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX 'TYPE S PREGLENDED MASONRY MORTAR AS a MANUFACT't1RED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND RE.OUiREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFYCTURED QY E -Z MIX INC., CONFORMING TO PROPERTY REQUIRE-MENTS OF ASTM C270. 6, GROUT SHALT. CONFORM TO ASTM C476, WiTIH AN 8--11 INCH SLUMP, AND SHALL. HAVE A MINIMUM COMPRESSIVE S; 2000psi. RENGTII AT 28 DAYS OF 7. FIRST COURSE MAY BE 4.ET-SE7 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCREIL BLOCK SHALL BE LAID IN RUNNING BOND PATTERN 'ACTH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"O.c. OR 20'-0"ac. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS V477H REINFORCEMENT, 1'I. INSPECTIONS: A. AFTER F'OOTINy IS READY FOR CONCRETE AND ALL FOIYTING REINFORCING IS TIED IN PLACE. B, AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAIHACE BLOCK-OUT DETAILS SEE DETAIL. SHEET LOADING 1. SEISMIC, 5% DAMPING 0 1 SECOND ACCELERATION Cs--O.187Wt. =OUNDA7I0Y7 SIZES BASED ON MAXIMUM VIND OR SEISMIC LOADING_ 2.0 1G' LONG * LONG CMJ W MIN.. D' _ .C. z'-0 SANDS OR GRAVEL OR y4Rr32'<i.c.. 2'--3" 4024"o.c. 3'-3" U40,32-0- -.C. 2'-3" IL _ 4016'o.c. 1 0'-9 4032"O., . 2'-5" n'_ . Ail DA�i. pi - ;, ANDERSON DESIGN GROUT '- tMICt7ral Er meerin ' 9 9 Building Design Srr.e:. • C -UM CA J1'2.-111 S (626) 936-1595 sin..1111.., fucdl+: (62626 ) 936-OhAS ----------- 6' High Wa' 11 .2' to 4' Refainin' g Toe -out Footing - C ® 85mph 678- Wide CMU OPTIONAL WALL CFP #6 STD. LADDER TYPE ($5 STO FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE. - AT FIRST COURSE, AND 24"O.c. AT FENCE 6- WDE (NOM.) CMU W/ #4 VERT. REINF. 4624"o.c. (16" LONG CML 0 CTR. OF WALL GROUT CELLS w/ REINF. #4 HORI2. 024"0. 0 RETAINING 470 SOP 35 PERF. PIPE w/ Ic.f. 3/4" GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC- - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAIN114G WALL 8- WIDE (NOM.) FULLY GROUTED 'X' BARS PER SCHEDULE, LAP 24` MIN, F. G. -- INET-SET FIRST COURSE - -- 0 #4 CONT. --- Z.-#4 CONT. CONT. C0r1C. CONC. KEY - Y TYP. 12" 12" 'VI MIN. 'H' + 12" DISTANCE T0. E G OFJJ' NEAREST AN Cl.. OF L FOUNDATION, D AY O G p IN ` BOULDERS. L V la OL OTHER SURCHA IW �,I P R EXCESS OF 5 � Olhlb s. -/�I_ O X 3' CLR. TYP. I 0. I P 1 F AL1F� TG. D 5-20-.T3 S-1.5LQ #6255 DAT BACKFILL - WELL GRADED, CLEAN SANDS OR GRAVEL OR COMBINATION USC= GW,GP OR SW.SP "2j -OUTSIDE FACE !� OF BLOCK TO (t OF VERT Tu ?I= IL 3' CLR. TYP. I 0. I P 1 F AL1F� TG. D 5-20-.T3 S-1.5LQ #6255 LE, 3 I-, ,� x 3 BLOCK CCL, INC. Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: i. DESIGN CRITERIA PER 2010 CBC 2- ALLOWABLE SOIL BEARING PRESSURE 1500ps1 ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.7.5, COHESION = OPsf 5. CANTILEVER ACTIVE = 30pct 5: MASONRY .COMPRESSIVE STRENGTH, I'm = 150OPsi. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY. r. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60. PROVIDE CES OF 48 BAR DIAMETERS IrCHS,WHICEER IS GREATER. CENTTERVERTICAL BARS N CELLS. 2. JOINT REINFORCEMENT .("LApDEp" TYPE) SHALL GE COLD -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. S. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0. 28 DAYS, UNLESS OTriERWSE REQUIRED BY SOILS REPORT. CONCREIE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK. PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED_ i. MORTAR SHALT, 6E SPEC MIX TYPE S PREBLE14DED MASONRY MORTAR AS 70 PROPORTIONS AND RF.OUIREMENTSDOFYASTM C270N OR SPEC hIIX WR MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. GROUT SHALL CONFORM TO AS1N C476, WITH AN B-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000ps1. FIRST COURSE -MAY BE WET -SET 1 1/2 INCHES MAX. 'ANILE CONCRETE IS PLASTIC. CONCRETE BLOCK SHALL BE LAID IN RU14NING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. I. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-O"o.c. OR 20'-O"o.c- IF WALL IS TO BE STUCCO COATED OR IAORTAR WASHED GROUT ALL CELLS WITH REINFORCEMENT. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE, B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET 5-5.1- 'H' MAX. {--- "—aAKJ REINF-WALL STEM Y' BARS 11b' LONG CMU 19" LONG CMU TYPO PER 5-2.0 1.6' LONC Ca1V 19' LONG E'-0" I X4048o. c. �i4454`o.c. A, 424"o.c. 4©27` ,y46D48=o. c-y4� o. c. 7'-4" 1 (!4048"o.C, j ,#4@45`o.c. B' -D•• I #4000"o.C. I 4CD36`o.c. •A - _ANDERSON DESIGN GROUP Structural EnginLemng BuiwIntg Design 228£a""1R0Street .Cevinu . CA . 91723-21t5 (626) 938- i595 • FJCS41111e (626) 939-01.65 • ..a. r.rg rx..,•,,,:nru xp,e•,: tOe. i^ 6' to 6' Nigh Site Wall Spread Footing a Property Line C 0 85mph 6" Wide CMU OPTIONAL WALL CAP - 6 STD. LADDER TYPE 1.5 STD FOR SLUMPS' JOINT REINF. AT TOP - COURSE, AT FIRST COURSE, AND 24"o.c. 6" VIDE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE © -- CTR- OF WALL 'Y' BARS PER SCHEDULE LAP-- PER AP -PER 'L' F.G. =WET -SET FIRST COURSE --- 2-J4 CONT. -- CONT. CONC, FTG. --- 12 STEM 1 'W MIN. 4'-1 7'- 7 -4 1 a' - CITY (DF LA �l:rr .- Of3 -CORS 1 1 -.:(UC -f ION DATE 2wu7t uj -t 1 3" CI -R. 'W MIN. 7YP. PER SCHEDULE N 1 E 31-14 OF C AL 1GNf-1) 5-20-13 .9--1_.1LQ 116255 ' ITY 01 UILDING APF BLOCK dC�CnilINC. ANGELUS BLOCK MASONRY FENCE WALL SYSTEM /ENO OF WALL .A X HF, I� OUBo T� XZ/_ 0 1�-__-_-- a OB 8' High Max. Site Wall C a 85mph 6" Wide CMU 5 x H, 0 A Iz- --- Y. Lo r7B -T. 0 X RETURN."I'V. A:j 5 X I`(F� - ,F- I 4- i I l TYPICAL REWFORCED WALL STEM. TY PLAN WALL TYPES -0 6, TOTAL WALL LENG11:1 5 x HF MIN. 5 x Hr MIN. 'EYPICAL WALL ST M TYP:FS ELEVATION E WALL 'TYPES CA& (/R QRI ,:SS 115 Zi "ITY,0F UILDING I! APPI .j - CITY OF ]_, ()U,laq BUILDING & SAFETY DE V 4 xr' f'%-, Ll- a: -,7'fA0VED Or FOR CONSTRUCTION ANDERSON' DESIGN GROUP, D LD 5-20-1.3 Structural EnginLerin' _q DXFE -1 1.28 East liadillo Street. CA S-2.40LQ _.Covina . (626) 9 ml,ts9s (626T)lZ)72,,,,3i-o,lss 1 #6255 "ITY,0F UILDING I! APPI .j SCALE: 1 "= 10' IL c�l 14.25 1l ­NV_ 981.1313� N 73"2425 E TG 982.50 TOW 989.30 5 tNv. raul- TF 982.5 INV L=14' INV FG 980.22 S=0.01 980.63 983.0 2 =0 FG 982.9 -7• 0 L= 15' FS L -3 1' FG 98 G I TG 982.50 ------------- A- -INV981.33 S-=- 0-- -0 -1 ----- ----- ---------- - - BCFi& 1�7. FL H 82 yo\, B NC 82.1 l FJ7" INV L= 17' 980.74 S=0.01 1 n2 A S=0.03 L' 28' V FIG 982.9 ,4 (D;TGG 9 r�982: 71 1 L= 16' %"J IS=0.01' (Az TG 982.50 980.9 :D0 LA 12 __O�981.3, '( 8 1. J, FG 982.9 0 8j, IG 62 �. �84 I zs_hi: --� / 'I � I > -0.0 >x FG 9 Qt - �'_V. WX _-.510 5 TG 982.50 INV. 981 0 F HP A 983. a FG 982.9 82 ;7, V -G 982. 979.97 INV TO 981 7 91 9 FG 983 a • S= 0.0 APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE WWI MIANIUINU DATE LES JOHNSON DATE BUILDING AND SAFETY DIRECTOR PLANNING DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA L wl"01 0`4 7 sit 2 r-0 yl 0jl§"Q W ql' 1 LA G 8, A cz Af I "I lc_)u.i I ED 981.30 (9-7 1 79. 1 �Y X TF 981.30 LOV 600 K 9818 E3 BENCHMARK: P.D. - ENGINEER CITY SOILS ENGINEER W REVISIONS ENGINEERS SEAL I ELEVATION: 117.05 FT MARK BY DATE APPR. DAZE APPROVED BY 1 STATE THAT !HAVE REVIEWED THESE PLANS AND LOCATION HANDWELL MONUMENT AT THE INTERSECTION OF Q,�oFESS I CITY OF LA OUINTA, CA FIND THAT THEY SUBSTANTIALLY CONFORM TO THE WASHINGTON STREET' AND AVENUE 42. ONE MILE NORTH OF ADDED LANDING ADJACENT TO MASTER Christiansen & Company RECOMMENDATIONS SETFORTH IN REPORT #544-4810 Z1 KAG Q <111, SHEET DIAL TWO WORKING DATED 212106 PREPARED BY OUR OFFICE. AVENUE 44. BEDROOM DBL. DOORS. ADJUSTED ELEVATIONS. ul 5961 OMEGA STREET PRECISE GRADING PLAN . RIVERSIDE, CALIFORNIA 92506 OF BEFORE DAYS BEFORE )083 r1l TRACT NO. 33b76-2 LOT 65 - APN 767-700-017 Ycu DIG YOU i nin BASIS OF BEARINGS.' THE BASIS OF BEARING IS BASED ON THE NO. 5( PH: 951-323-4713 FAX: 951-781-0151 3 BRETT ANDERSEN DATE NORTH LINE OF TH� NW 1/4 OF SECTION 9, TOWNSHIP 6 SOUTH, f -a" PREPR UqER THE DIRECT SUPERVISION OF: TIMOTHY R. JONASSON, P.E. r05B HUMBOLDT BLVD SHEETS TOLL FREE 1-800-227-2600 SLADDEN ENGINEERING RANGE 7 EAST, PER P.M. 44/67-68, OFFICIAL RECORDS OF CIV\ PUBLIC WORKS DIRECTOR/CITY ENG�INEER DATE 130DAL RESIDENCE CITY FILE NUMBEIR A PUBLIC SERVICE BY 45090 GOLF CENTER PKWY, STE F INDIO, CA 92201 RIVERSIDE COUNTY, CALIFORNIA AS BEING N 89-46"12"E. 0(0]z:L-z__ DATE: I UNDERGROUND SERVICE ALERT (760)772-3893 or- R.C.E. 64819, EXP. 6/30/2011 MADISON CLUB KE[TH' CHRISTIANSEN, RCE NO. 50083 LOCATED IN SECTION 10 TOWNSHIP 6 SOUTH, RANGE 7 EAST S.B.M. Ell FMFMI­�