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BWFE2016-009778-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&ht 4 4 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0097 Property Address: 54890 CAVALCADE CT APN: 767790037 Application Description: GRIFFIN RANCH LOT 198 BLOCK WALL 485 LF -- Property Zoning: Application Valuation: $12,125.00 w APR 25 2016 Applicant. 6 ULRICH SAUERBREY CITYOFLAQUINTA 74948 LIVE OAK STREET COMMUNITY DEVELOPMENT DEPARTMENT INDIAN WELLS, CA 92210 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under pr 9 {commencing with Section 70001 of Division 3 of the Business and and my License is in full force and effect. License CI s: B License No.: 728102 -` Date rContractorr' of Chapter ons Code, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from th Contract ' 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).: (_) 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 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: r Lender's Add VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/19/2016 Owner: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 Contractor: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)349-8269 Llc. No.: 728102 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: _ Polity 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 t he workers' compensation laws of California, and agree that, if I should become ubject to the workers' com nsation provisions of Section 3 0 of t7 Co( 1 shall forthwith comply wit ose provisions. G Date: Z� Applicant: - — WARNING: FAILURE TO SECURE WORKERS' COMPENSATIOOOFATIEECSLA!IBOR NLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIS UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADD T OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTIO 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. 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 t building constructi, and hereby authorize representatives of thi ity to en n he above- e `tio�ned property for inspection purposes. Date: C Signature (Applicant or Agent . DESCRIPTION.. FINANCIALINFORMATION 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•for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 DESCRIPTION. ACCOUNT QTY AMOUNT PAID PAID DATE COMBINATION GARDEN/RETAINING WALL - FIRST 100LF 101-0000-42404 0 $95.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE COMBINATION GARDEN/RETAINING WALL- FIRST 10OLF PC 101-0000-42600 0 $60.91 $0.00 PAID.BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $0.00 DESCRIPTION; ACCOUNT QTY ' AMOUNT PAID. PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $72.50 $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: $181.27 $0.00 TOTALS:•0 $0.00 Description: GRIFFIN RANCH LOT 198 BLOCK WALL 485 LF Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 4/18/2016 MFA APPROVED Approved: 4/19/2016 MFA Parcel No: 767790037 Site Address: 54890 CAVALCADE CT LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 198 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $12,125.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CA Details: 330 LF GARDEN WALL 110 LF WROUGHT IRON AND 45 LF RETAINING WALL [PROTO 11 SPECIFICATIONS) PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. PER 2013 CALIFORNIA BUILDING CODES. __j Applied to Approved CHRONOLOGY CONDITIONS NAME TYPE NAME. ADDRESSI CONTACTS CITY, STATE ZIP PHONE FAX EMAIL APPLICANT ULRICH SAUERBREY 74948 LIVE OAK STREET INDIAN WELLS CA 92210 (949)349-8269 ulrichs@uslandlink.co m CONTRACTOR LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 (949)349-8269 lennar@lennar.com OWNER LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO CA 92656 (949)349-8269 lennar@lennar.com Printed: Tuesday, April 19, 2016 3:40:55 PM 1 of 2 wsysTFMs Printed: Tuesday, April 19, 2016 3:40:55 PM 2 of 2 SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAIQ BY BY COMBINATION GARDEN/RETAINING 101-0000-42404 0 $95.72 $0.00 WALL - FIRST 100LF COMBINATION GARDEN/RETAINING 101-0000-42600 0 $60.91 $0.00 WALL - FIRST 100LF PC Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $0.00 WALL/FENCE - EA 101-0000-42404 0 $72.50 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST ' 101-0000-42404 0 $47.86 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $181.27 $0.00 •0 $0.00 Printed: Tuesday, April 19, 2016 3:40:55 PM 2 of 2 SYSTEMS LEGEND PROPERTY UNE ' ` AIR CONDMONING PAD -- --- _ — PUBLIC UTILITY EASEMENT CONCR STOOP 21CRT—Or—WAY (RM SIDEYARD GAT W.A71 ER MAN EIRE HYDRANT m .» ....w ..... .... SEWER tANN r WATER METER CARDEN WALL G' SEWER LATVZAL RF�r.-INWO GARDEN WALL TOP F SLOPE Too SLOPE 3c�x t � � T r2 LOT 198 F=thAuco 2X8 LT ; 474a7 PE 47t4.3 LID ry, 1 C 474ss t•% 4- P _ tali ..7{ �• f � qia. --- CAAG�iUE CC3tR F # wie oimt4 41fI$.R ARE NOM- PLOT PLANS MAY NOT : ENT RELOAD 'Pt+MRfJ kMN. tREFI�R TO THE TO .M"NQ FACE NOT TME REPOK ODR Dim EJ IONS. EJSI]tii�NTS- l� i]rkm *FORUA►�ON Or R ORU. � i:=€ARCHffMURAL POP -OUTS my, U7s VIES ARE MOT SHO 04 YtFiS R". 'ID IASA CONSMTlNO..LNC LENNAR % GRFM RANCH MARCH 2016 TRACT NO. ^20 nm� c760> no sm m eAr 0160) s2s-7m LOT 198 - 54-83 CW vacade Court 24,18 s 6 S � R LA'OUB�1 A, RitfE,i ISli 0040M.t-�RN A . GOItONA. CA 92879 SCALE V-30' BUYERS. ACCEP'F;4NCE:, ; L?ATE= ., /fir r l ►J!r C, P0.D4.3 Ofn jV city f �.a Q�6 to ' Suiten; � Safety �%t�sior� , P'O_ Box 1504, 78-495 t",affe 1'ampfea La,Qidnta, CA 92253 - (760) 777=70 12 Building Perinit Appikation and Tracking Sheet Pefirit Iff Pmject Addrws, Griffin Ranch Qaresex s I nc Lennar Homes Inc A. P.Itumbtr: _ Addrcm; 980 Montecito Or, Suite 302 JLC E3�3eripiib�; TTM 32879 City. , z p: Corona, Ctrl 92879 Contractor: Lennar domes, inc 951-817-3.525_ ... .� , adar ss: Same as above City, ST, lip: Construction of, phase5,613_and 6Q B meant Tt3epho t��' and Pimlico swots 148, 195, 196, ti98 Statc.ia,4 :fln File. .. A* On.File Arra, Eagr,2=iptr, - . See Attached Wall Summary Sheet •A4dre : Cit;, Si', 77 -- Y • �.,a� ��*.� �,;,� � {.canstruciiam Tyne: 4cps�goacy- Projea typt (cwdr, am)-, .New AMR Alt= Repair D=0 sq- Ft, =filr&s� Name of. Cont�dPown:. Ulrich Sauerbrey, 'r,lVhot,,c # of Centact. PcrNr 760-61G-9410 EgimalodVaiuc of Proj= APPU, CANT: 'DO NOT V' grn' BE`fi oW THZ U14E R Submiita3 I'd teed TRAMNG i'NEi+4SCTi>" kta�e � P?ao CRcecl"saGtnlitect � AucCaot Sfruefar*t C*1cs Rtvi"m*, re* d jfor wrma ions nkat Chca ]Dtpesit Trssss Caics. Ca 6d Can uct Per= i'taa Check 8:112act. littt24 Caics Plass gutted up Coustrmiinn huwp1linpian Ptzasr"utm ttt¢ Scch:riitsI Gixdtngpi*ts VRcAtwP*Adyfor correctiot�tssue l:i:tdtft*t 5uDesaidattori ist Catfe 0 Comet Pason FfumVli+g Gn ow0ted Plans picked up S S4.f fi:o.A_ Approv:i ti taus m6mittcd Ca*didtb W TIME— i'' Review, rridy for carni 4ottsrwat tfuputfte . Pitnni»g Aplirov:t » C,a;FcK3Cotriacti'er3on ti.11Y.i'. TizL. Wass Appy Dateorper"ItinJE Srftd€t1 rets TOW i orm, it Pett T TIT -0 TO W70 PROTO II EXPOSURE C TRENCH FOOTING - MINOR RETAINAGE CAP BLOCK PER SHEET C cm FENCE WALL SCHEDULE AT LEVEL SOIL 36" uj MAX DESIGN WIND EXP MPH 6" CONY. CMU HEIGHT CENTERED 'X' REBAR 6" PROTO II HEIGHT PT ROD SPACING V MIN. ^ o tr AT 100'- 2'-0" #4 AT 32" O.C. 5'-4- 8'-p' 2'-8- 7'-4" C AT 110 -- -- C AT 120 -- -- SEALED ON I. $" -0" 0 ,r 1CONTIN000 C CRETE14-115-9155 :mB NUMBER C AT 100 2'-0" #4 AT 32" O.C. 6'_0- 6'-0" 2'-10" 8'-0" C'AT 110 -- -- 14-115-8964 TMH C AT 120 -- -- DATE ENGR Hp tpl TRUCT�P �Q C AT 100 2'_8- #4 AT 24" O.C. 6'_p" 6'-0" 2'-11' 8'-8" C AT 110 -- -- -- -- -- C AT 120 -- -- ��•� A H C AT 100 3'_4' #4 AT 16- O.C. 6'_0" 6'-0" 3'-1" 9'-4" C AT 110 C AT 120 CAP BLOCK PER SHEET C X a 12" 3/4" OPEN GRADED GRAVEL BACKFILL J GEOFABRIC WRAP 4" DIA. SCHEDULE 40 E PERFORATED PVC PIPE DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. ACTIVE PRESSURE = 30 PCF MAX 4. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. SEE SHEET C FOR BEARING PLATE SIZE. PROTO II ROD EMBEDDED INTO FOOTING AS SHOWN. POST TENSION (PT) RODS TO OCCUR WITHIN ± 8" OF CONVENTIONAL REINFORCING. ONLY GROUT CELLS WITH CONVENTIONAL REINFORCING WITHIN CONVENTIONAL CMU HEIGHT. PROTO II FENCE WALL. HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW. PLATE AND AT 24" O.C. BELOW GROUT CELLS SOLID 3" ABOVE RETAINED HEIGHT NOTE: DRAINAGE SHOWN ARE MINIMUM 1 #4 CONTINUOUS IN 8" DEEP REQUIREMENTS. SEE SOILS REPORT SOLID GROUTED BOND BEAM. IF AVAILABLE FOR FURTHER INFO. VERTICAL REINF. 'X' BARS FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, 2"0 WEEP HOLES AT INSTALL DRAINAGE BLOCK AT 6'-0" O.C. AS ALTERNATE SWALE AT GRADE. TO PERFORATED PIPE Z AMAX zN W o� ADDED DEPTH OF FOOTING AT TOP Or 2:1 SLOPE cm FINISHED GRADE 4:1 36" uj MAX SLOPE. NO ,jE 12" SURCHARGE - SEE o . SHEET B. NOTE 20 ^ o o FOR MORE INFO. X a 12" 3/4" OPEN GRADED GRAVEL BACKFILL J GEOFABRIC WRAP 4" DIA. SCHEDULE 40 E PERFORATED PVC PIPE DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. ACTIVE PRESSURE = 30 PCF MAX 4. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. SEE SHEET C FOR BEARING PLATE SIZE. PROTO II ROD EMBEDDED INTO FOOTING AS SHOWN. POST TENSION (PT) RODS TO OCCUR WITHIN ± 8" OF CONVENTIONAL REINFORCING. ONLY GROUT CELLS WITH CONVENTIONAL REINFORCING WITHIN CONVENTIONAL CMU HEIGHT. PROTO II FENCE WALL. HORIZONTAL JOINT REINFORCING TOP 2 COURSES BELOW. PLATE AND AT 24" O.C. BELOW GROUT CELLS SOLID 3" ABOVE RETAINED HEIGHT NOTE: DRAINAGE SHOWN ARE MINIMUM 1 #4 CONTINUOUS IN 8" DEEP REQUIREMENTS. SEE SOILS REPORT SOLID GROUTED BOND BEAM. IF AVAILABLE FOR FURTHER INFO. VERTICAL REINF. 'X' BARS FOR SIDEYARD RETURN WALLS WHERE DRAINAGE SWALE OCCURS, 2"0 WEEP HOLES AT INSTALL DRAINAGE BLOCK AT 6'-0" O.C. AS ALTERNATE SWALE AT GRADE. TO PERFORATED PIPE Z AMAX zN W o� ADDED DEPTH OF FOOTING AT TOP Or 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE ADDED DEPTH OF TRENCH FOOTING 36" 2' 30" 4" 12" 13" 8�T�1 ju ? S l i8" WITH 1% MIN. GRADIEN % \—I4CC Nfi. rT01?F L w NTA TO AP OVER UTLE 8�T�1 ju ? S l DEPS PROTO II STANDARD F ss I �_� _ .-<. 1 � �a . LA QUINTA, CA SEALED ON I. $" -0" 0 ,r 1CONTIN000 C CRETE14-115-9155 :mB NUMBER S40 8/111¢ CONT E j T MIN. BY 0 SCO e TRACKING g DRAWN 1m 14-115-8964 TMH CARUSO o sicoba` Im srs DATE ENGR Hp tpl TRUCT�P �Q TURLEY SCOTT = �ri�� WWW. PRO 02.COM e'e'e�� 41800 CASCADES COURT TEMECJLA, CA 92591 08.19.2014 JAC 9T p�� FOF INC. R-9mii aTTH: CART otTn FMB PACKAGE SHEET CA »w.Ctsoi.Com �m E� as o (951) 694-3793 _ 9oryotto�xotoii.cor" of 4"1NNN NAY CKY BE WSTALLED 8T AfPRm Atm CRnnM L4STA.UDM) ��•� A H »nom 4". 6; Atm r DUN P05T-iE evo Wsm" WAS DIM DRAWINGS/CALCULATIONS ARE C NSKERED ?REL011NARY -NOT FOR C016MCT10N OR OECOROiNG UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AMM WTH WRITTEN SGNATURE. Q (6'-0' TO 6-82) PROTO It - EXPOSURE C - DIP FOOTING DESkC ITFRIA"(PER 2013 CBC). 1. ALL SOIL BFARING PRESSURE PROTO If FENCE WALL = 10, MIN - 2. ALLOWA„-c SOICAf SIVE PRESSURE _ = 150 PCF MIN.. , 3. SEE SHEET B. C,'& D PRIOR TO START. OF CONSTRUCTION. 6" STD. HOOK ,L 6" „ CAP BLOCK PER L .SHEET C STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL - lo SIZE PER SHEET C. NO COLD JOINTS PERMITTED BETWEEN DIP ? 3'-0" AND SETTING PAD HORIZONTAL JOINT N o REINFORCING TOP 2 W COURSES BELOW -PLATE \ / AND AT 24" O.C. BELOW VERTICAL FOOTING POST TENSION {PT) REINFORCING AT 6'-B" / a. FENCE, USE 1 14 IN V xa ROD SEE SHEET16 FOR. CENTER OF DIP 16" MIN R00 SPECS -CENTER IN WALL PROTO II FENCE WALL FOR SIDEYARD RETURN WALLS SETBACK WHERE DRAINAGE SWALE PER OCCURS, INSTALL DRAINAGE „SCHED /-- FINISHED GRADE BLOCK AT SWALE AT GRADE. N a N CZ1 Lu wow ui o Z_ N CL W LSI O C=-% Q-- N 0 . F o I" ¢ w o W N 0 F Imus I I 1 I I I I I I I 1 I I 8" I '14 .CONTINUOUS AT HOOK z 2 1 MAX CONT. CONCRETE POST TENSION (PT) ROD SEE SHEET B CONCRETE DIP FOOTING DIP WAY BE OVER EXCAVATED AS SHOVtlN- FILL WITH COMPACTED FILL OR CONCRETE DIP DEPTH AT TOP OF 2:1 SLOPE SETBACK - FACE OF FOOTING TO TOP OF SLOPE MAN. DEPTH 'D' DIP FOOTING 12' TO 36" 2'-4" 6' TO 11" 2'-11" 3" TO 5" 3' - SETTING PAD - SEE SHEET D FENCE WALL SCHEDULE AT LEVEL SOIL W MAX DESIGN WIND EXP/MPH PT ROD SPACING DIP SPACING CAT 120K) U C AT 100 6'-0" -0" TO 0-v G ATt•1•a(3�-� l 0- a A. 4YLIGHT CI A TTnh' UNE OF DIP FOOTING BEYOND. 6'-8" C Al C AT 110 � B v E=l. -. CAT 120K) U F,. I PR 0 II STANDARD LA OUINTA. CA SEALED ON (( 1 NUMBER 14-115-9155 B -1 MING i DRAWN ))rn SCO e 14-115-8964 TMH CAi2vsojil s m PROT04ITu TNAu SYSTEMS DATEENTLJRLEY��e�� WWW.PROT02.COM 08.19.2014 JAC SCOTT2j 41800 CASCADES COURT TEUECULA, CA 92S9tPAC7CAf SttF�T le INC_ ai`d's ATTN: GARY OTTO PH/ (951) 694-3793 — 90 yotto@protciicom��•A/�ww...CtSOI.COrnu:.ri - (—Y ONLY BE WSiAf1ID BY APPRWEU AND cERtilF11 liSTALLDtS) 6..wo Y IV= P=—VDD* ED WAmRY WALLS ` H IONS ARE 9ONSIOEREp PRFIIAUNARY -NOT FOR CrwcTRUC1IDN DR R IbRQING UNLESS THE STRUCTURAE ENONEER OF RECORDS SEAL IS AFFDED VAIN Y,RITftTI SKWATURE. 6` (6`-81 HIGH LOW VIEW WALL - EXPOSURE C - TRENCH FOOTING TRENCH DEPTH AT TOP OF 2:1 SLOPE _ 21"BACK — FACE OF' FOOTING ' TO TOP OF SLOPE MIN. DEPTH 'D' TRENCH FOOTING 12" TO.36" 2'-2" 6" TO 11" 2'-7' 3" TO 5 2'-9" __J C,4 Z N W W foo w V, I- V) n�¢w O�p NaV) �w ao - DESIGN CRITERIA (PER 2013 CBC): I. ALLOWABLE SOIL. BEARING PRESSURE = . .1000 PSF MIN. I. . 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN.. 3. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. GLASS WALL OR WROUGHT IRON FENCE AND SLEEVE PER MFR'S SPEC. SUPPORT POST PER MFR'S SPECS (8'-0" O.C. MAX) EMBED POST SLEEVE FULL HEIGHT OF WALL GROUT POST CELL SOLID. POST TO BEAR ON FOOTING 6" . 2 13 CONTINUOUS IN SOLID GROUTED BOND BEAM TOP AND BOTTOM OF WALL _ STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL -SIZE PER SHEET C I L PROTO 11 FENCE WALL SETBACK i POST TENSION PT ROD SEE I' PER ! SHEET B FOR ROD SPECS - lo 1:lo CENTER IN WALL oo CONTINUOUS CONCRETE '.1' TRENCH FOOTING I � 1 MAX J4 CONT. AT'HOOK EXTEND INTO FOOTING FOR PROTO LESS THAN 2'-8" FENCE WALL SCHEDULE AT LEVEL SOIL DESIGN WIND PT ROD 'p' EXP/MPH SPACING MIN. C AT 100 3'-4- C AT 110 CAT 120 -- -- (MIN 2 -8 TOTAL EMBED) 5 -0" TO DAYLIGHT MIN. 8" CON T. 0 I 1 CI TV OF LAQUINTA . BUiI_DINO & SAFETY.DEPT. X •� a A'PPRO'VED FOR CON TRUCTION ROTO II STANDARD T QUINTA, CA R FE S/p - _ 3 I `A # T 30 9l N DATE f ii G y c SEALED ON __J C,4 Z N W W foo w V, I- V) n�¢w O�p NaV) �w ao - DESIGN CRITERIA (PER 2013 CBC): I. ALLOWABLE SOIL. BEARING PRESSURE = . .1000 PSF MIN. I. . 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN.. 3. SEE SHEET B AND SHEET C PRIOR TO START OF CONSTRUCTION. GLASS WALL OR WROUGHT IRON FENCE AND SLEEVE PER MFR'S SPEC. SUPPORT POST PER MFR'S SPECS (8'-0" O.C. MAX) EMBED POST SLEEVE FULL HEIGHT OF WALL GROUT POST CELL SOLID. POST TO BEAR ON FOOTING 6" . 2 13 CONTINUOUS IN SOLID GROUTED BOND BEAM TOP AND BOTTOM OF WALL _ STEEL PLATE TO BEAR FULLY ON CENTER WEB OR END FACE SHELL -SIZE PER SHEET C I L PROTO 11 FENCE WALL SETBACK i POST TENSION PT ROD SEE I' PER ! SHEET B FOR ROD SPECS - lo 1:lo CENTER IN WALL oo CONTINUOUS CONCRETE '.1' TRENCH FOOTING I � 1 MAX J4 CONT. AT'HOOK EXTEND INTO FOOTING FOR PROTO LESS THAN 2'-8" FENCE WALL SCHEDULE AT LEVEL SOIL DESIGN WIND PT ROD 'p' EXP/MPH SPACING MIN. C AT 100 3'-4- C AT 110 CAT 120 -- -- (MIN 2 -8 TOTAL EMBED) 5 -0" TO DAYLIGHT MIN. 8" CON T. 1 CI TV OF LAQUINTA . BUiI_DINO & SAFETY.DEPT. A'PPRO'VED FOR CON TRUCTION ROTO II STANDARD QUINTA, CA R FE S/p - `A # T 30 9l DATE f .JOB NUMBER G y c SEALED ON 14-115-9155 z S 55 f10 SC0l2 TRACKING i DRAWN m * CARUSO = �=�- 8 9_^ PROT04I ti wAu sYsmus 14-115-8964 TMH DATE ENGR S � TRUCT P TUR ; LEY SCOTT no rim.: , WWWPROT02:COM 41800 CASCADES COURT TEMECUU. CA 92591 0819'2014 JAC ��P 9p OQ` FOF INC. ppo'eg's b" «a<� ATTN: GARY OTTp t PACKAGE/q� SHEET/'1 CAS\F wwvr,CtsoZ.com >�6» n`.... ,ri..i.Aw MAT pgT�8ESI16T6ALLF0 BT�APPROD M�Dt`UiG[D I„s� - r. 6. Arm 56.5 THESE DRAyMGS/CALCUTATIONS ARE CONSSDERED PREUTANARY -NOT FOR CONSTRUCTION OR fflORDWG S DqX PpSi-iEa9aED YA$yq¢y WALLS UKESS THE STRUCTURAL EN(*M OF RECORDS SEAL 6 AFFIXED WTH MM'SIGNATURE. T-4" TO 8'-8" HIGH 16" SQUARE MASONRY PILASTER - -LEVEL CONDITION (1) #4 EACH CORNER #2 TIES AT 8" O.C. DESIGN CRITERIA (PER 2013 CBC):. SOLID GROUTED CELLS ZZA 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF MIN. - - - - - - - - 2. ALLOWABLE SOIL PASSIVE PRESSURE 150 PCF MIN. 3. SEE SHEET 8 PRIOR TO START OF CONSTRUCTION. 4. NO VENEER ALLOWED. 16" CMU PILASTER I— — — — — — — J HEIGHT PER SCHEDULE PROTO II FENCE WALL AS OCCURS ui J n O W PILASTER CAP AS � � � ^ � \ 1 16" CMU PILASTER' OCCURS i #2 TIES AT 8" O.C. (1) #4 EACH CORNER / SOLID GROUTED CELLS DOWELS TO MATCH AND LAP VERTICAL REINFORCING a / - SEE SHEET 8 i FINISHED GRADE m 6" STD. HOOK a 1 MASONRY PILASTER SCHEDULE 'H' MAX FOOTING WIDTH FOOTING REINFORCING 6'-8" 2'-8" (4) 14 EACH WAY 7'-4" 7-10" (4) #4 EACH WAY 8'70" S-0 (4) #4• EACH WAY 8-8" 3'-1' (5) 14 EACH WAY N 3" CLR . FOOTING WIDTH AND REINFORCING PER SCHEDULE Cl I Y OF LA QUINTA BUILDING& SAFETY DEPT. APPROVED PR TO 11 STANDARD 1 1 FOR CON RUCTION LA QUINTA. CA 0ES/0 O P <I `�2 f (A fR �(c• �y SEALED ON DATE 0 ��. 14JW —1115—BER 9155 S4 55 m 8�19�1 F no scale TUCKING oRawN w ,Y, 144-11-11 5-8964 TMH a CARUSO PRCIT041 Tm *0 sYslTals DATE ENGR �YUCT� TURLEY =ae 5" WWW.PROT02.COM 41600 CASCADES COURT TEMECULA, 08.19.2014 JAC ��P 9T16 C SCOTT INC- �2 099cWIB CA 92591 ATTN GARY OTTO FN PACKAGE��.� SHEET� O `FO F CAI-. M1rw.Cl50Z-CO�Y1 �.� av a da �..i.n..;.na 957 694-3743 - 11 NAY ONLY BE INSTALLED BY APPRO%W AND CERTGllD INSTAUM) t, »> 6�. AND 6' TOOC POSE-lEr9R7E0 WLSONN NN15 MESE DRANINGS/CALCULAR0XS ARE CONSIDERED LUMINARY -NOT FOR CONSTRUCTION CR REC1NtDING UNLESS THE STRUCTURAL ENGRrEp2 OF RECO(ZflS SEAL IS AFFl)(Ep txTH WRITTEN SIGNATURE.