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BWFE2016-006978-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2016-0069 Property Address: 80750 VIA MONTECITO APN: 777400020 Application Description: SPEHAR SCOT / BLOCK' Property Zoning: Application Valuation: $12,000.00 Applicant: SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT, CA 92260 c&tit 4 4� Qums COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 66 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/15/2016 Owner: JJ" -1A 0 _ Contractor: CITYF,4' ".4710 SUNROSE CORPORATION COIN'WYDEVEQI'4I:?z3l `= &JT172-850 SOM ERA ROAD PALM DESERT, CA 92260 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: B LicenseNo.: 533670 Date S l ontractor. 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, after, 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 ba'sis 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.). (� 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 Lender's Address: (760)7.73-6633 Llc. No.: 533670 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 pkh€6 ,ork for which this permit is issued. will maintain workers' compensation insurance, as required by e ion -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. 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 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 to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. FINANCIAL INFORMATION DESCRIPTION ' . ACCOUNT QTY AMOUNT: PAID PAID DATE' BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SUNROSE CORPORATION CHECK R13907 17852. RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTIONACCOUNT QTY AMOUNT! PAID PAID DATE COMBINATION GARDEN/RETAINING WALL- FIRST 10OLF 101-0000-42404 0 $95.72 $95.72 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SUNROSE CORPORATION CHECK R13907 17852 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID: PAID DATE COMBINATION GARDEN/RETAINING WALL- FIRST 10OLF PC 101-0000-42600 0 $60.91 $60.91 3/15/16 PAID BY METHOD RECEIPT# CHECK # CLTD BY. SUNROSE CORPORATION CHECK R13907 17852 RSE Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $1S6.63' DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $29.00 $29.00 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SUNROSE CORPORATION CHECK R13907 17852 RSE DESCRIPTION ACCOUNT QTY :: AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 3/15/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SUNROSE CORPORATION CHECK R13907 17852 RSE DESCRIPTION ACCOUNT QTY. AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 3/15/16 PAID BY METHOD :RECEIPT.,# CHECK # CLTD BY SUNROSE CORPORATION CHECK R13907 17852 RSE Total Paid for FENCE OR FREESTANDING WALL: $137.77 $137.77 TOTALS:40 Description: SPEHAR SCOT/ BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 3/15/2016 RSE APPROVED Approved: 3/15/2016 RSE Parcel No: 777400020 Site Address: 80750 VIA MONTECITO LA QUINTA,CA 92253 Subdivision: TR 29894-4 Block: Lot: 74 Issued: Lot Sq Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $12,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: 185LF OF 6' GARDEN WALL AND 95LF OF 6'' RETAINING WALL AT NORTH, EAST AND SOUTH PROPERTY LINES, AND SIDE YARD [CITY 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 SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT CA 92260 (925)324-5387 SUNROSE.SEDONA@G• MAIL.COM CONTRACTOR SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT CA 92260 (925)324-5387 SUNROSE.SEDONA@G MAIL.COM OWNER 1 CATHY & SCOTT SPEHAR 118 DEER RIDGE PLACE DANVILLE 94506 (925)324-5387 Printed: Tuesday, March 15, 2016 3:50:44 PM 1 of 2 ff?SYSTFMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE ' RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0. $1.00 $1.00 3/15/16 R13907 17852 CHECK SUNROSE RSE CORPORATION Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: COMBINATION GARDEN/RETAINING 101-0000-42404 0 $95.72 $95.72 3/15/16 R13907 17852 CHECK SUNROSE RSE WALL - FIRST 10OLF CORPORATION COMBINATION GARDEN/RETAINING 101-0000-42600 0 $60.91 $60.91 3/15/16 R13907 • 17852 CHECK SUNROSE RSE WALL - FIRST 10OLF PC CORPORATION Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $156.63 WALL/FENCE - EA 101-0000-42404 0 $29.00 $29.00 3/15/16 R13907 17852 CHECK SUNROSE RSE ADDITIONAL 50 LF CORPORATION WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $47.86 3/15/16 R13907 17852 CHECK SUNROSE RSE 100 LF CORPORATION WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $60.91 3/15/16 R13907 17852 CHECK SUNROSE RSE 100 LF PC CORPORATION Total Paid for FENCE OR FREESTANDING WALL: $137.77 $137.77 TOTALS:4• $295.40 INSPECTIONS BOND INFORMATION Printed: Tuesday, March 15, 2016 3:50:44 PM 2 of 2 (r9? SYSTCMS 13in 1 ^~' City of LCI Q U 1n to . ' Building 8I Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit !/ *V V+f 741V00 Project Address 750 --)/,4O�TEL'/ TC� Owner's Nam E�fj�}� L.�L:OT T T A. P. Number: . 777 —0o —6,P-0 / Address: qO05 vA—)RQ Legal Description: 60 T -Q —g-LEVYCity, ST, Zip: Contractor: C>il� E alp Telephone::.,.........:......,...,.^.,.:....::::::,.:: Address: D7O O�TE?e 81 77 Project Description:1 1E �y(j City, ST, Zip: 49A--1,(2116 /�7/ E L., CJ GL7/9-L4— Telephone: Tele hone: 0 P 7 7 �• 3 (03 ^� vs stateL;e.#:� 33� o City Lie. # !3 7 .:ooq" ELv5 dErA-!L Arch., Brig., Designer: Address: t L. City., ST, Zip: Telephone: ......i:>:.:< >: `'`' '`r ° `'^ ' ' ` '"" ^" '^' %` Constriction Type:�[QC Le�,g(,�ccupancy: State Lie. # Pro cet c circle one : ew;,Addn Alter Repair Demo J typ ( )Name of Contact Person: Sq. Ft.: # Stori # Units: Telephone #,of Contact Person: Estimated Value of Pro' cct: ( 0 APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Rcq'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Checksubmittcd Item Amount Structural Calcs. Reviewed, ready for corrections Plan Cheek Deposit Truss Calcs. Called Contact Person. Plan Check Balance. Titic 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2wJ Review, ready for corrections/issue Electrical Subcontactor List C211cd Contact'Pcrson Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'r° ]Review, ready for eorrcctionsfissuc Developer Impact FCC Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permft issue School Fccs Total Permit Fccs dqf6L*0CKC0L,1NC.. ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CRITERIA: I. DESIGN CRITERIA PER- 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION - 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500ps1. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY, 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. NOTES: I. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60, PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR' 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER- TYPE) SHALL BE COLD—DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. i 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl ® 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, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR AN(;ECUS"BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT -SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 90psi. Z Lt Q e.S j IRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. -WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. 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. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS SEE DETAIL SHEET S-5.1. AI IAImI m nr.1 'n' - e, nor SLOPE Y 'H' MAX. A AARJ uvnn 18" LONG CMU 18' LONG CMU TYPE PER 5'-0" 1 #4048"o.c. 1 #40-54"..c. 'A .Q. 6'-8" I #4048"o.c. I #4045"ox• c r e,A,n16;o. c. JUArbrA"o.c. 7'-4" 1 #4048"o.c. 1 #4045"o.c. 6' to 6' High Site Wall Trench Footing - , -� ®V1 Ofnph�(ult',� Risk. + ateg_or S E Y�I 1 , 6° ide .C.MLPR0VE F01-1 CONSTRUCTION OPTIONAL WALL CAP --t 1DATE 6 STD. LADDER TYPE #5 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 SCHEDULE ® — CTR. OF WALL Y BARS PER SCHEDULE LAP — PER 'L' F. G. WET—SET FIRST COURSE — 2—#4 CONT. CONT. CONC. FTG. 'L' STEM I 'D' MIN. #4040"o.c. #4036"o.C.I A #408°o.c. #4@9" C. 3-4 3'-5" � ( '8—I N4®40"o.c. #4®36"o.C, 2'-0" 2'— 7" ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badllio Street . Covlra • CA . 91723-2115 (626) 938-1595 • Facsimile•(626) 938.0485 enpinee�ing excellen[e since � g57" LU D SETBACK PER SCHED.. 2' MIN. �1 w J Li z o U O N n w. r o. 8" L 5'-0" MIN. 1 CONT. I TO DAYLIGHT jkCFESS • DATE SIGNED 6-25-14 S-1.2LQ #6255 (fes¢ t w. 2) 8' High Max. Site Wall C o 100mph BLOCK CO., INC. Risk Category I Since 19" '4,Tt.U3FE3LWKVAXJNFqIV FIENM ENO OF WALL i u'T x A5 x HF 5 x-H.F,- . . • .,......' �"� «^� 1`✓1 � t C T. 1 * L� A-y iJ s 0 x A .�. Y ............... RETURN TYP.. 5xHF SxHF5x`HF. TYPICAL .REINFO.RCED WALL grENI: `IYPES PLAN WALL TYPES O & }� �#. t` 5 x Hir MIN. 5 x HF MIN.. ANDERSON DESIGN GROUP. Structural Engineering Building Design`' 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "enpineerinp exceuence since 1957" S-2.OLQ #6255 m STATE OF CALIFORNIA APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE. ERAL NOTES IN THE CITY OF LA QUINTA, COUNTY � OF RIVERSIDE, _ �NOWING PEEFRED ESTABLISH O ffiSTA61S1 IRE BUILDING PAD ELEVATION BUUIILD[NG AND SAFETY DIRECTOR DATE �CONRNITY DS J0KNSGNEVELOPMENT DIRECTOR DATE BALL ff RRTOED IN ADOZDWE WI7N DE ,W WwD WISH OWING RAN AND A PRECISE GRADING PLAN CITY Di LA QUINTA LITY A QUINTA 2. THEORATE wDT1��REL10MOMIMFEIF LA WINTA 1"D�®ARroR- THE HIDEAWAY LOT 74D TRACT 29894-4 M.B. 351/49-57 2. THE NS SMR IS AURRILID A 1TA1® WIN PAIN OWING NTnln .MIATEDVALID DED CLEVA7106 90N N 1X15 RUN. N ANY SPECIFIC Lor N lff R.W, a.r IF. A VN.ID GURDI G PERMIT HAS BEEN ISSED 9Y DE LA QUOTA GIRDING Am SAM ®ABIENT imh\>t }� <�, . �./r/ J" 6�<�y 1 • • • I CUGIRCTIM IF THE PRIMARY sIWATHE N THAT PARTICULAR IED. PORTION OF ION' 9 .({{��"1�$ :`.' 3. A T EUXTE WALLS 5111 T ODgIND FROM 11E U QUOITA BUILDING AN) SWEET HPI/RIIENr �'\ P ♦ �N �\\ `\ BUR AMY HDN WAI15 BAN a E 09 R.W. CONSTRUCTION NOTES p�Y '� J i III m158� D,z 1. THIS RAR IS FR NXAT CONSnL.TlON CLAY. ALL HFiOT OD6TR TIN ACT VITT OI DETAIL YND O URL NGS r4 8' DIA ey I /c '✓ SUCH AS DRIVEWAY APPROACHES R OVER IIFliPrE1QlR IN THE SI EFI RIGHT OF WAY, OIEDI GDOE R EOwI k ! �. ^.(• • � / Olt�lm BALL ff PERFORMED O SPAATE RUG ND RRWIT ISM O THE U QUINTA RELIC O2 DMU r Fit PPE (SDR -35). S -IX UNLESS �o I I Q' ^ \ " ✓ / •�" IIRI(S OIITIIFNT. OnERAS xORD N RAR (- ;SCALE •=1r ~•./�' ^ A. s. THE mORACIm IS SS06BUE FR CSTAININS'NL ROUIRD FIR11TS. Q Dum r:17 am (P,C-S A-4 .• B. BE CONTRACTOR NO ITS 9RmRR/CIOS, NE REWMBE FBI MATING THE \ % o / CO6TWm WNL PER S MRATE RAR AID PMOL �D / > I - �, , \`. r max' I III ,D,257IC OGMOR QUAFF BON N THIS NAM IS mt CAROIISD O U1D3MI1G FU711CS T 5 10 30 \ i / R aR« MMR FNNQS m SDN N THIS RAN. OS DGDLL ra0' ff (P n -SDR -NSI. !yy I y `` LOT !�r r x II 1 i I I I I T. AM CLEARING PLAINT HOWTH Am OVER aLEfOiD S wTRIAL FROM THE BUDDING PFO. © COl87WLT r IDL DORM RIPER DRIVEWAY 0.R ARCHI ECT PIAN. - Oj \ p / • PE - (10 .0' lff HOAR S1rACE WITHIN LIE BUILDING ONELDE 9ALL ff SORIFIED m A MINIMAL 6 gg \//' < \ \ `�1' 8' AND TEEN WA m Nf1ET7 Rraxr (901) TEIATIAE H1617r PFR A.S. T.Y. O D6TALL BUR LES BOX NIH (RATE TW. N+O AST tY / 2 \ 5 \ v �rS0+1� I \' •� ' ' \ '� ! h' Cy O�E�a. F. 'Li'\,\ ,� SECIFICATIHG. ODI RAN PER METAL IEREM ow \ / ` /ll 8 WOW to DEEP ORNNDL PER H.TAL IRREEN. a < , �.. �%• CA �/ .'% `•. ..• R"s A aI X' 8. THE mGRAClR 9WL NOT D19M EXISTING SIMV ICHU ENTS R 020 MARS NOTED ON THE I _ �\ ` RU6, R FOLD DURING CONSTRUCTION. IEIV/N. NO REPLACEMENT 9111 ff 00E RY A FEDIZIkAD O TsY �✓ �I `, '� �n /�� Y ✓ \��`:: �' O \ ` / '!? I CIVI OGINR WITH w R.C.E. WUDR ODA 37.90. R A UCN® LAND SRETR ONLY. O9 m ISMUCT OND MO. NOS #165 r DN CRATE OR EOUN..- x { 10 •n / -v vy = 9. ALL SDFETS. RELIC R PRIVATE, SULL ff CLEANED DAILY IT DICT. ICD. me BOAS 10 DGINL YARD OAL NOS A Y S0. �\ // `�� \ l`.�✓ �(,^ � - /�_y, �. </`\�� e� I ') REPOS IS WILTING FROM NR ACTIVITY TELATO ro 036TWICN QUONIMO N THE LDS SOMI CLASS GRADE OR EQUAL \ C. ( c:Nd' �.w7 v `�'-) / ` "6 SIJ L%O f m \,\�, -E� J p ( STQi), PAD /88999 e = '•,\ _ ✓ `J sa_-.�^ /,\� I I I 1/10 / I '1 DON N TNS RAN. DEYIINS BALL ff PEWCA OD ro TIE SATISFACTION O TIE m� PROPoSD comm o �' I „ DG01L T Ir MDmO GNVAI® • v - BBAATT 7755pp ` U . , LAT 75D 4 DUE INS HTICW. DR CITY OBITER. RA oEDu 197EOL R LTAAL 6 \ �u a° ' -(YIOI x 1 - - \/_ 9 ♦ �15�'i- �• 1 0 IS. THE mmvcTOR SALE. PROVIDE FIN) MEIN ND DUST COGWL MUSK AS REQUIRED O THE Q WISTW1,T CLEAN OR, PER DETAIL ON IEEEDH vg SET \� � .• _. X01 ' _ cM1 � f�' _ _ �, . ' � ^ � >r h\S � 101x1 imlrlK 0167 o'MIEL fI.W AAFTOAD FOR 7XISRAECT. © ST RIM WITH I®1 SNrACE 1 •\ N-101ti 0' '`dl ,.. \'\ I I 11. C76TRCTIN HVAT106 NO MAINTENANCE O GUIRFNI WITHIN BE HALF NAE OF HUMAN OCCUPANCY 1 9GULL r P1t F9m W/8111. A GA9ET JOWT, PER ASIW FI77 \xW '¢ ` =<F 9011 ff PEFOEED (ELT DURING 71C TIME PERIODS AS fIILL@ A ADW 718. St6E AT 11 UNLESS OT ERWH NIOm N RAN '$e' .(S+OI 2 x K m7OR IST TO APRIL 3M ,ODU°FRIDAY 7..OD W m 570 a (MIN. CORE W} 4 Z R ^A'� �_ SATURDAY @ m w m 5 m a (SAND BUGDA)'V'Ii' - ��•� 1 + P 101261 WT IS EDBPIFAfFR 7011! IODMTiA16AT 6 m w ro N. m w z l %- tI I PROS PER AiOOFCT PLAN4/4 aeDlrsNux� ar w n N�1Tt.'=1'•_::-.`.+ Tar- �-.. ENN 9111 ff PRN®IND AMY TIME N SUMMIT DR FE33UL HXIOAr.(TATs, _ .. .4 T ®p- -+ , IA 1 . } 9 �;.-'_' i _ 1._ (• ^ I I 1 12. MAXIM OJT AID FILL SUM • 21. �/ / 4 ' o •'. 1 T _ _ - TI f _ J,' _ _ .:.i_.;+�' SOL 10 i E381'-i-�- . z t- _ -IFI-,. ' `- .. ... ,o,x1 \ 17. MINIM BUILDING PAD WASEME 91111 ff 21. WAUKEE 9NLS SIULL ff A MINIMA OF 0.7' RID .. ' _ _ 1 ry � � \ 2 I -r _ / + 9 - _ - 0/ I qJ.4 . AND ff CONSTRUCTED A WINIMM OF 2' FROM THE TO O OR R FILL ROCS. MINIMUM 9.DE IF SINES I I I I .__ �-I I" F� l BUIL S: O.SR. I_; I I \ L ! .ti\ , _ 7 I --r I. - I 12.50' I --I _ �I SAM �1=III_1�-!g-II,.II�i�I.- \ (oPAO�J'HSE)/ v '12 ---- -'� }-- I IAT II i I' ( o�w �� (( SP I,I - \ p• emrAmm (G&VA1®t. �' d B LJ fff 1013.147) D,x, _ iF TLEGEND POOL ` N, CPc 4.w COUPFINISHED SURFAC.......... X5 .5)I aARAcHIGH PONT ................... P lLAW OM ................... NOTE caAOE BREAK . .17 ) I / m_ggg3W zm (wJyrL.. .• ' ^A UNERT ... ................. THV PROMISE CLEAN-CUT TO ODE N EACH ENO OF CRAB N NEARIES I-,- WGTAR ".� •: 11 j. .I` •1-- •il ' .� / 9 I /�'' 8 ,. 9 \ BPL 1 TOP OF wNz . ..... TW i -i-' 4-:-�I_a _ �. ,o,xum OBPoCKSLOT DRAIN i x / _ I. Q I - z sDHsi,\ I .l; PAD ELEVATION ................ PE Y I l" 1 4 (•!' 1 ) 'ani _ h. �fl Ia z RN61E0 FLOOR E11VA110N........... FF ,, !O)� / "i' R� •": ��' _. FLOWURE ................ R / od cC4 ,ick 101 PROPERTY INE ............... -0.- 'I -LT i .11 CLEW OUT . C.O. 2�.-I P� /Pr 4 IOlIJ81C TOP of a1Rli ............................... m 1 1 ,H �'�-i ®A 1 1'..I }..1 II ,ol7sxlc FINISHED GRADE ................. FG I _ -LT' Imo•^* i 0 �-, '\iv I I ODP or GRATE TOP OF c . ...... ......m (SAND BWOOR) / / \ =� 1' - I ' ' + . 9 ° I --h.:• �cAsie li �:. �.,�-� !q!I f I J END OF PAVEMENT ................ EP ' PB.(IN1.6 I o / \ III �. ,�t: i" ? 1 , I !_ ( I I Y' ll1ATER 1 .- , .:.' ?;- J DO0(.XH)... ............... EXIST. CLEV. _ RIGHT OF FAMA . ...:..::......... � PWG AND RWNE NY➢IFA ; ' �S.\`A \ q i- uI iT 1 �'�'y-t"il - f I-ri 9 2 t:^ ➢➢�Lm6.L IJ," -r \ III/ 'CAS 3' WATER METER ................ WM � RIDE ',p\,./`Z _ \-� \s�:,)_r - - O _�.� I PUBLIC, LATERAL r..........,:..:::: __ illi i I°�'�TT% t~ i.^ Sc �9a- SETBACK LEN . @ 6 Nr Tri I" �b 2 II y �'v. v, z' 1 1 ,oix9Nnc 1°11sT,c FLOW GRADE ................... 7tElB+l tlHIiF fl `• C �. �',.�,". _I _.. - - .I. ' I •1 I . / Y' TOP OF SLOPE .................. ..Y'_�-'-;..�:: i -'-r yl+ _im1T,_- TOE OF SLOPE .................. G1 r :j�:c .I. \ o . __ _ -- EXISRNC SEWER LINE .............. �- _(lFY. �f1II.1'+�L` _. .. - , Y �V' _ 1'J ' �'tY:..: .� S : / _ I II I- tO1 EXISTING WATER LINE .............. W C I 1�y1 PFNG -;� G 'S / �- _A .I-� J/�• ( eLocT< WALL ............ ......POPE nmF rs, Iu�„7� - -( \ ,$-f l V,nPAw1oN. .I� _ "tf •FN, .'1lej 1 I I ,m ) . „1 mWM7irAN FLA' /� 1 6S PVTiiNs H✓Elit I SO ODES 336 I ' - ��y .'I.� ��.1_ 1 ✓� y 1 - 7 !SII P1VE7RT RR ...-•:8,�6 d:> 0F.� QUINTA, 1 ___ 1 1 ..I.. '-.(�'__-'}•-'I-L.H.w�_�. p.,l/I -1- �� ASFD 1 `a. I'II SEWER 12 LEI'AIL' I ® ; 7o VQO�. I M 2 ING & SAFETY DEPT. C 2 2 2 1 -•=" FWwADrS CaAePuAXA CN9fiNPAICNT 8IIT1(im7LLIPAroL'®DarNNK RQ / NI I I - `e.. o't' 9 T7I t0 -, '+i'4• �-` --_- oLSIDE a)-�.T.._!... _ -ma3yi+.F -i- �. s_l'j�yl'1.r"Y"�3-_-u- F;�t-.. •."''^r,�2-_� e 1014 •2 I ' I _ zi II S11 W011T- _ .I�D,S Oa IWIAPPROVED �uFOR CONSTRUCTION I ��A I .g `�l s• LOT 73D DA �� ZOI 6 BY /r PE=(1016.0) �y III III I / VACANT I III III I /""' .• mATEIE DAM rFT++m N ADA(t) --. � / , .- � - I � -I. I ! III I I Y /ImD r •rm Ut6R,DlD SOL I , I IL I ragas o-�L>OEro /I % m i i lNLE7 cwncw � CutLrr -f10W' LIS FABRIC r RECAST RARARD COMCWT M OTO BE VER 6' �iPACRID T• ROCK � � • . 6 BENCHMARK - LOCAL BENCHMARK LEGAL DESCRFTION LOT COVERAGE A w C& IDRC SMALL SC I p ` p BHEEr a Off/ AVE ROUGH SWING PIAN #0/051 S IM 9 O9 F 1 AP 74 OO 8,� S 5T SAS DOWN W 1 T1DUU1 Laff, AD �A (OT4f D PATICS EXC UED. GOWE I1IIN4D) -+1e w IF MD -m, THE SID SEC K A WE IMO • q 18. BON ON FILE N THE OFFICE O THE CITY ENGINEER OF MOM COUNTY. STATE OF CNEOWM BURD1M AEEA/lDT AEA . 71.7 W H1EDM O< OIL BUa' AND �� a SITE THE CITY ff 1a OIIMA. nATIAA NGYD 29 - (SUTIRAC.T IWD.m FEET FOR ROE SPA NOTE'• 3A' W Lf ,W9m Wnr N N I BEVEL DARE.) CEIRFROM RT H WQJ R�atAWEEKS TE® INSPECTION OOSNNOID SII A INU01 IIT ➢NX . '/ i' •� I mm Au. Awwvcmom Amu gmit BASIS OF BEARINGS - r-;-•,. LORAN SUO NVE AAD AR.AD1A: H BEARINGS SOWN HEREON AM DERIVED FROM fEWA DATA PER I V TLP`:^ R 21-1(:C,e,:HU•t-;;�!, i 989, FILED IN BLOC 151 O WARPS. PACES I9 TROUGH APN: 777-400-020 DRYWELL DETAIL VICINITY MAP 5T. ILLUSIVE, ALL IN E OFFICE OF T� E Unum BUT ED SCALE N.T.S. OF THE CaNn OF RITHVERSICE. 80-750 VIA MONTECITO PREPARED UNDER THE OF. SPEHAR RESIDENCE DESIGN. DRAFT: ESS m7 ,,�,�, ,, �� PRECISE GRADING PLAN ` 'APPROVED Naes ESI GINEERING THE HIDEWAY LOT 74 C1ECIL: DATE rrwhaWabalow- PORTION 29894-4 MB 351/49-57 Mo AM 201 ^oCs all b6}Or6 you d19 MME �0,� cm, CITY 0➢ SECTION 0, 7.69., 678, SEEM DWG No. PGI44001 FER Ch9L DAM THE Rz �, aTE CITY OF LA QUINTA G -t ® p F QW Z W zs 0 sC111o> Lm go 0 U. Q OZ V � O U 6' High Wall 2' to 4' Retaining Toe -out Footing - C o 100mph (ult) 04BLOCKCQ,.INC. Risk Category I ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6'Ar Wide CMV DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf NO SURCHARGE 6. MASONRY COMPRESSIVE STRENGTH, fm = 1500ps1. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. 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 SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. U.O.N, 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL • WARE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl 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, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TON GUE-AND=GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDEO MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC.MIX IWR MASONRY MORTAR AS MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 'OOpsI. X0-00 PS I 7, .:RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-0"o,c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10. GROUT ALL CELLS WITH REINFORCEMENT. 11. 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. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET S-5.1. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE OPTIONAL WALL CAP FF A T. 3''6" �STD. LADDER TYPE.: B' 5 STD FOR SLUMPST E)' JOINT REINF: :AT TOP C VRSE, I'or, S f i(j(;'j'IN 2'-6" AT FIRST COURSE, AN 24"o.c. 1. SEISMIC, 5% DAMPING 0 1 SECOND AT FENCE 'H' + 12" 6" WIOE (NOM.) CMU - EOISTAN . TO EDGE 0 NEAR ST'ADJACENT 4016"o.c. W/ f4 VERT. REINF. FWN0Ai1 2. FOUNDATION SIZES BASED ON 024 o,c. (16" LONG CMU) 4032"o.c: T-10" 0 CTR. OF WALL MAXIMUM WIND OR SEISMIC GROUT CELLS w/ REINF. LOADING. O I X < io #4 HORIZ. 024"o.c. DESIGN GROUP 0 RETAINING' OPTIONAL CHAMFER 47.0 SDR 35 PERF. PIPE w/ BACKFlLL- tc.f. 3/4" GRAVEL WRAPPED IN WELL GRADED, CLEAN MIRAFI 140N FILTER FABRIC- SANDS OR GRAVEL OR SLOPE TO DRAIN. WATERPROOF COMBINATION BACKSIDE OF RETAINING WALL USC= GW,GP OR SW,SP 8' WIDE (NOM.) CMU L" FULLY GROUTED - 21" OUTSIDE FACE 'X' BARS PER' Of BLOCK TO (t OF VERT DD SCHEDULE. LAP = U 24' MIN. rn ..{? o. WET -SET FIRST COURSE #4 CONT, J�L iv y4 CONT. O 12'o.c. — - CONT, CONC. FTG. 3' CLR. CONC. KEY . TYP, 12" 1 12" '8' MIN. PER SCHEDULE Structural Engineering • Building Design 228 East Sadlllo Street • Covina • CA • 91723-2115 (62 6) 938-1595 • Facsimile (626) 938-0485 en p/neerinp exce11.7ce.,;,— 1957• DATE SIGNED 6-25-14 S-1.5LQ #6255 LOADING A 4016"o.c. 3''6" 1'-0" B' 4032'o.c. 2'-6" 0•-9" 1. SEISMIC, 5% DAMPING 0 1 SECOND ACCELERATION Cs-0.33Wt. 'A' 4016"o.c. 3'-9" 1'-4" 2. FOUNDATION SIZES BASED ON OI B 4032"o.c: T-10" 1'.-.2" MAXIMUM WIND OR SEISMIC LOADING. ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Sadlllo Street • Covina • CA • 91723-2115 (62 6) 938-1595 • Facsimile (626) 938-0485 en p/neerinp exce11.7ce.,;,— 1957• DATE SIGNED 6-25-14 S-1.5LQ #6255 8' High Max.' Site Wall C ® 100mph 5LaCKCQ.�INC. Risk Category I. since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU END; OF WALL X O SxHF 5 tn FA O. a o.Y x B x RETURN TYP.• SxHF SxHF A 5xHF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES J1 TOTAL WALL LENGTH -41 AZ Z-5 x HF MIN. 2A,LUBB . Y' TYPICAL REINFORCED WALL STEM TYPES ELEVATION. WALL TYPES n.& B c 5 x HF MIN. 'LTA iC,NED 5-21-14 ANDERSON DESIGN GROUP, C r r�L•OT Structural Engineering S Building Design L 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 #6255 "engineering exCellertce Sine 1957-