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BWFE2016-008878-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2016-0088 Property Address: 80205 VIA CAPRI APN: 777100058 Application Description: TWEED / 115LF OF U WALLS AND (3) 6' PILASTERS Property Zoning: Application Valuation: $2,500.00 Applicant: MONARCH HOMES 49950 JEFFERSON STREET #130 LA QUINTA, CA 92264 LU 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 and Professions Code, and my License is in full force and effect. License Class:_ License No.: C28860 Date: S rI U Contractor: OWNER -BUILDER D 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 ($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 & 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 N Lender's Address VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 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 theo k for which this permit is issued. LI 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 ecome subject to the workers' compensation provisions of Section 3. he Labo Code, I shall forthwith comply w�ii h hose provisions. Date: ` Applicant: 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 EES: 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 stTter ting to building construction, and hereby authorize representatives of thi citpon the above-mentioned property for inspection purposes. i Date: J l -Signature (Applicant or Agent) 10) Date: 4/5/2016 Owner: ALAN & MARY TWEED 550 S. OLEANDER RD PALM SPRINGS, CA 92264 ! V LU r --i Oz Contractor: L ! C3 Lu g MONARCH HOMES j 49950 JEFFERSON STREET #13 rY d �2 O ru LA QUINTA, CA 92264 c v (951)634-6381 o Llc. No.: C28860 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 theo k for which this permit is issued. LI 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 ecome subject to the workers' compensation provisions of Section 3. he Labo Code, I shall forthwith comply w�ii h hose provisions. Date: ` Applicant: 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 EES: 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 stTter ting to building construction, and hereby authorize representatives of thi citpon the above-mentioned property for inspection purposes. i Date: J l -Signature (Applicant or Agent) 10) DESCRIPTION (. INFORMATION QTY`. AMOUNT ACCOUNT` :. '' PAID ; .PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID.BY �' ` ` �. i "" �`' METHOD _ RECEIPT # ' r °' CHECK .# > ` CLTD BY° Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 'rDESCRIPTION » ' t,' ACCOUNT , .�, ,QTY-.��AMOUNT,.-�' ` ` �PAIDk°� >:r, PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $14.50 $0.00 �IOAID BY ' `,'RECEIPT # - CHECK # 'CLTD BY" ,DESCRIPTION � ,,� �., y, ... :: �� ,,ACCOUNT°: 'QTY, z' AMOUNT �� � �,�` PAID � � �, PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-02404 0 $47.86 $0.00 ;PAID'BYe METHODS �sRECEIP,T #^, "" CHECK #}CLTD BYI DESCRIPTION s ` ACCOUNT ` ' `QTY„ . AMOUNT,' PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY x'„ ,,, �a METHOD"' p,RECEIPT# „ ' CHECK#', cCLTDBY ' Total Paid for FENCE OR FREESTANDING WALL: TOTALS:00 $123.27 $0.00 - Permit Details. "PERMIT NUMBER ` City of La Quinta BWFE2016=0088 Description: TWEED / 115LF OF 6' WALLS AND (3) 6' PILASTERS Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW . Applied: 4/5/2016 SKH APPROVED Approved: Parcel No: 777100058 Site Address: 80205 VIA CAPRI LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block:" Lot: 25 Issued: Lot Sq Ft: 0 _ Building Sq Ft: 0 Zoning: Finaled:- Valuation: $2,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CA 92264 (760)636-8951 - Details: 115LF OF 6' WALLS AND (3) 6' PILASTERS - (9) RUNS [ANGELUS SPECIFICATIONS] PRECISION -CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES .... .... ADDITIONAL SITES CHRONOLOGY CONDITIONS -STATE ZIP PHONE FAX EMAIL NAME TYPE NAME m ADDRESSI CONTACTS CITY APPLICANT MONARCH HOMES . 49950 JEFFERSON STREET #130 LA QUINTA CA 92264 (760)636-8951 - CONTRACTOR MONARCH HOMES 49950 JEFFERSON STREET #130 LA QUINTA CA 92264 (760)636-8951 OWNER ALAN & MARY TWEED 550 S. OLEANDER RD PALM SPRINGS CA 92264 (760)636-8951 FINANCIAL INF:..:... .. ORMATION ..... .... �: Printed: Tuesday, April 05, 2016 2:30:59 PM 1 of 2 , Csysvcnns �,�� DESCRIPTION , ;,. ACCOUNT..,.• QTY AMOUNT PAID T _ 'PAID DATE _a- ; • RECEIPT # _; •._, CHECK #. - METHOD .. �: PAID BY CLTD . too ,, BY BSAS 561413 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 $14.50 $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: $123.27 $0.00 TOTALS:0• PARENT PROJECTS Printed: Tuesday, April 05, 2016 2:30:59 PM 2 of 2 , sysrrtits ... Iain # Oty of La Quinta Building 8&' Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 0,. Z 0 S ✓I fq t �%Lf Owner's Name: A. P. Number: ', 7 1 pp _ D p Address: Legal Description: City, ST, Zip: Contractor: f fVl E %�'� Q/l% CG'f S Tele hone. I - P S cr7? to 3 "> `> >`<£ .. Address: .0/ SD . ar�,Cyt,SV,J - Project Description: City, ST, Zip: ji)A O 2 2 D 1� t r Tcle n ho e. P 1 I 9 S t� 3 -P tL 1e- S ��Tr State Lie. # : City Lie. #: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: Construction Type: Occupancy: aneY: State •e. #• t to L� Project hPa (circle ne • New Add'n Alter Repair Demo' Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: Soo 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 Cales. 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 HOUSE:- '"' Review, ready for correctionsrissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees ITY of LA CPAIT36 8WCKC INC r�li I3�ra(C & SAFET % DE1.6- P r`ANGELUS BLOCK MASONRY FENCE WALL ySi `a"pD "2'Ofgv T RMOVr L NLL Cn DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC DATE/ �BY_ 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE - 15Opef (W/-INCRE-ASE-P 1808:ds4)- 4. COEFFICIENT OF FRICTION - 0.25, COHESION..Opsf CMU 5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIORTO USING THIS DETAIL. (16- 6. MASONRY COMPRESSIVE STRENGTH, Pm = 1500psi. 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. 2. NOT USED 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, OR ANGELUS 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, 841 INCH SLUMP, ANO: SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. 7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. B. NOT USED 9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR. 10. NOT USED. 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. OPTIONAL ADHERED VENEER (MAX WEIGHT=10psf) MAY BE APPLIED TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS. MECHANICALLY -ANCHORED VENEER IS NOT PERMITTED. , 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE I LOADING 1. SEISMIC, 5% DAMPING O 1 SECOND ACCELERATION Cs-0.33Wt. 2. SEISMIC LOADING EXCEEDS ALL WIND LOADING FOR EXPOSURE C, 120mph AND LESS. 96816 OR 16616 CMU PILASTER, SOLID GROUT Ci d w w 2—#4 d w p w 3x] I3Yr 3Xt' 8"1 High ' Pilaster ing - Seismic, 5% alsec ,r 24" CMU Pilaster PILASTER, SOLID GROUT SHOWN) -3j-OUTSIDE- FACE OF BLOCK TO It OF VERT 2-#4 VERT, BARS, 2-#4 U -DW LAP 24" MIN. F. WET -SET FIRST COURSE _ _ 3-#3 TIES TOP 5" OF FTG. & _ #3 TIES m 12'o.c. MAX. THROUGHOUT 2-#4 U-DWLS. 3�" OUTSIDE. FACE — OF BLOCK TO OF VERT x a W f = N a Z, oo z � N W a B" WIDE (NOM.) �� CMU PILASTER, SOLID GROUT ALL CELLS + — 3" CLR. TYP. 3-#3 TIES TOP 5" OF FTG. Ec #3 TIES 0 12"o.c. MAX. THROUGHOUT CENTER VOID OPEN 2-#4 U-DWLS. OR SOLID -GROUT MIN. A PILASTER SECTION ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 ' eny,nee.+ng OYtellence slnte 195]' n FTG. SECTION - lD DATE SIGNED 3-10-16 S-,1.10LQ #6255 07 BLOCK CO., INC. Since 1M ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ,END OF WALL N' OI_LLHT o a" 8' High Max. Site Wall C ® 100mph Risk Category I 6' Wide CMU 5xHF, 0 0 X X o: ovi RETURN TYP. Sx,HFSxHF log TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES &,O. - TnTAI Wal I 1 C►ICTL TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES.O,de ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0985 enpineennp ercerrence 61nee 1957.' ' wt OF, CALF DATE SIGNED 3-10-16 S '2.OLQ #6255 BLOCK C0.. INC. Since t ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 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 = 30pef 6. MASONRY COMPRESSIVE STRENGTH, Pm = 1500psi. 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 CDNFORM 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. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 28. DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM 00. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANGELUS 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 2000ps1. 7. FIRST -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'-O'o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 10: GROUT ALL CELLS WITH REINFORCEMENT, 11: INSPECTIONS: A. AFTER FOOTING 15 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. SLOPE i SETBACK - ) 6' to 8' High Site Wall Trench Footing - C o 100mph (ult) Risk Category I 6" Wide CMU CITY OF LA QUINT OPTIONAL WALL CAP BU!LM-113 & SP FLE Y DEP . . APPROVED FCR CQfqS i RUCTIUiV 6 S1D...LADdER.TYPE y5 5Tp FOR SLUMP$TONE)�� JOINT REINF. AT TOP .COURSE; AT FIRST COURSE, AND 24`p;p;. 6' WIDE (NOM.) CMU GROUT CELLS W/ REINF. 'X' BARS PER SCHEDULE 0 CTR. OF WALL SETBACK .. PER SCHED. 'Y BARS PER SCHEDULE LAP PER 'L' F.G. WET -SET FIRST COURSE 2-g4 CONT: CONT. CONC. X BARS REINF.WALL STEN Y BARS H' MAX. 18' LONG CMU 18' LONG CMU TYOE'PER S-2.0 16' LONG CMU 18' LONG CMU L STEM D' MIN. 6'-0 #4®48"o.c. #4®54"O.c. A' 4824`0.0 4027"o.c.. 2'-0" 2'-10' 6'=8" 1 £!4048"o.c. I X14045"o.c. .. �.Y v.c.., o.c. 1: ' -^ n -. 1 7,-4,. 1 #4048"o.c. I #4045"o.c. 8'-0" 1 #4040'o.c. #4036"o.c. ' 8' .y4O40"o.c. 1�p4036"o:c. . ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badiilo Street • Covina • CA • 97723-2115 (626) 938-1595 • Facsimile (626) 936-0485 "engrncer*ng e.cerfence srnce iYS>•" ' a J z. W L) z U, � J <. IL IL 2 MIN.. �l W z w o � w 0. 8"' 5'-0" MIN. CONT. TO'DAYUGHT DATE SIGNED 3-10-16 S=1.2LQ #6255 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA GENERAL NOTES PRECISE ORADING PLAN 1. ANY B ORADDG ED IN ED TO HOE WITH OR REiING) RD" TIE ADING PL PID ELEVATION SNALLff�INAL> YOFLEA�,DR� �GIIBR�NDA THE HIDEAWAY LOT 24-25 • AMENDED TR 29894-2 NOIR 327/56-88 SEPARATE PET611T ISSUED By THE LI7T 6 U QUINTA 1AILIC fabs OPARIIEMI. 2. THE CONTRACTOR IS AIRHATIED TO PROCEED WITH FINE OWING ACTIVITY RELATED TO ELEVATIONS ROAR OR IRIS RAN, OR AM SPECIFIC NOT OR DE RAN, OLT IF. A VALID PORTION OF SECTION) 9, T.6S., R.7E., SBB&M 91I.'. PONT HAS BEEN ISSAD BY THE U QUINTA BUILDING AND SAM DEPARTMENT FOR ----------_-- ------ -- Iay.DeRRlcm*srtacIRIRE.GN-TwrPUGIDAmtm------------------------- -- -- - I-------- - ' N ]. A SEPARATE PWII7 SNARL B OBTAINED Rel THE U BANTA BUILDING AND SAFETY DEPARTMENT - FOR N - l'I U%U )-- N I I •• , `� , -, ` u T BOOR V11S WORN OR THIS RAIZ. /. THIS RAN IS FOR ORGY CONSIGCTIOR OFF-LOTONLY. ALL OFF -LOT CONSTRUCTION ACHY IT II I SAN AS ORIYEWAT APRDICHS OR OTHER IIPIOAENR IN THE STREET RIBRP OF GT, SL B: FEIFU6ED BY SEPARATE RANS.AM PERMIT ISM By THE U QUINTA RILIC WORKS DEPARTMENT. 5. THE OORTPACNOR IS RESPONSELE FOR OBTAINING ALL REQUIRED PERMITS. TS®IIPALTORS, ARE RESOSIEIE FOR DESIRING THE ORAIHE CONTRACTOR. ND ITS RACE mgYT SON OR THIS RAN IS IGT COMPIXIMMSED BY IAN OSEWING MARINES OR OTHER APRRnDM S MY SON IN THIS RAN. I iii)JJ 7. MER 01ARTG RANT GROWTH AM OTHER OIETFRI(LS MATERIAL FROM TIE BHUDG PAD. ' THE GOM RJEACE WITHIN THE BUILDING DNEUPE SEAL BE SOAIFIED TD A AINIBY OF 6- AHD DEN COMPACTED O NINETY FER@T (90) RELATIVE ODDITY PER A.S.T.M. , SPECIFICATIONS. B. THE ON RACM 9RAL NOT OISMD EXISTING SANET MOMENTS OR BOON MARS NOTED OR THE RANG. OR FILM RAINS (LWbTRICTION. REMOVAL AND RER.1mDT WDLL BE OX BY A REGISTERED CIVIL OISINDER WITH N R.C.E. NIEER BELOW 33.916, OR A LICENSED WO 9MEAH ONLY. I G. ALL STREETS, PUBLIC OR PRIVATE, SNCL BE (LEANED DAILY OF DIRT. MD, ND AHTS . DODSIIS RESU.T NO FRa ANY ACTIVITY RELATED O OXSTRCTIOR ODER M Of THE LOIS - y OWN OR THIS R.W. MEANING HAL B: PERFORM O THE SATISFACTION IFTHE I u I DUE 116 OFFICIAL OR CITY ENGINEER.S 10. THE CONTRACTORS ALL RNIB WIN ERSIOR NO OUST INTRO. fEASL E AS REpHRED BY THE SCALE 1'=l0 FUGITIVE Obi CNTRL RAN APPROVED FOR THIS PipiiT. I - 11, C061RLTIOR OPERATIONS AIDE WINIET a OFOlHPMDI WITHIN ONE CWF MILE OFIL1 HN OWAIGY D 5 10 20. 30 WW1 HE HORRIFIC ONLY DURING THE TIME PERIODS AS POLICIES \\ U OCTOBER IST O APRIL 30TH MONDAY -FRIDAY 7:00 N O 5:3D PM SATURDAY B00 AL 0500 PM MAY 1ST OSE 400 301N MOAYiNIDAY B W N O 7.00 PM SATLAMY Boo AM O Y 00 PM \ `• I O6( SHILL BE ROEISITED ANY TIRE B SNMT OR FEDOX H LIDAY. • • l i I III ��/ 12. MAXAMY M AAO FILL 906 • 21. {��Ey�E��A��B)/� 13. MINI" BUILDING PAD DRAINNE WVLL BE 21. OUIHAB SIAIFS SWUL ff A MINIMI" ff 0.3' BEE' WWI GE CONSTRICTED A MINIM- OF 2' FROM THE TO' OF OR OR FILL ROPES. MINIWH SLOE OF SONES ^� SALL ff 0.50X. • , PROVIDE 3 DGAP AT 1 \ ARI ` I �•�zy� LEGEND PAYERS PER ANDREU ANI - 1 +��I�,�qJ FINISHED SURFACE .............. FS �. O / 1 I i&70IF� HIGH POINT ........... ........ HP % o�. �✓ III LOW POINT ................... LP �'.• • GRADE BREAK .................. CD - _S�\ LAWN I INVERT .... ................. INV TOP OF WALL ................. TW PAD ELEVATIGN ................. PE I FINISHED FLOOR ELEVATION...... •..... FF SAND I 1 I I I-=11 —I / I (D.U6'SE•TJ• _- - FLOWUNE ............ ........ FL _IT;.1 �- ,, L-1127 PROPERTY 2AODo' _ PROPERTY UNE ................. — PL- BR1(L6)DT (CAVAIM EAI I I-.�I �j�' I V/ I 7 ' CLEAN 0Uf •.• •... G.D.=T�I'FT''1T=�I I - TOP OF CURB ...........-.. TC TOP OF FOOTING ................ IF FINISHED GRADE ................. FG TOP OF CRATE ..................TC _I I i,_ LAWN END OF PAVEMENT ................ EP NOTEF 1 . ()O x.XX).............. .........EXIST. ELEV. PROVIDE pEAy.gT O GRADE AT EACH IN RIGHT OF WAY ..................RAW END O WAN DL NEAREST PLANTER LOCAMN PLANTER AREA ......... ......... PA IW-alrRa• EA E WATER METER ................... WN I LL"97.691) I NEWER LATERAL ................. sl OBRICKSLOT DRAIN -1 SETBACK C I7TI E EASEMENT............ . . II SETBACK UNE ......... ........ FLAW CRATE ........ . ........ ! TOP OF SLOPE .................. �( 1 �J n TOE OF SLOPE . Gl RllG ANp FEMME ADAM EX PIC SEWER UNE .............. S (DAME II F P.UL DUSTING WATER UNE BLOCK WALL ............ ... n� � •W it I I DRi rLAMM r - a, as CAP— " r CLEANOUT •IIMRT PER 12 CLEANO� DETAIL - PRECAST RRR (PARD CMIR ETE RED 3/r RD 3/P .90 ROOF A ADEN -Alp ROOM FABS FIX SM AFD CRL SO SSC SMALL GE USED WTOM DE WA9m ROOF AND (.067tH® SON. -3/6• D 3/! WA9m AVOF BR BL6lUiBD S1 A NB.WWY M illOf AVO AUL "M ASME RE UA0O9 APER ]MALL SE MORTAR SEALED 9ISCE AND BE DRYWELL DETAIL NOT O SCA E BUBBLER BOX TO BE PLACED - OVER 6• COMPACTED 1' RODE s U Aw what•a b®IOW. ' Call before you d FABRIC SITE VICINf1Y MAP N.T.S. NO DATE INAJAPMO cF¢ REVISIONS 1 RLE No. APPROVED FGR PERMITTING, PLANNING AND IMOD COMPLIANCF, HURT RANADA GATE LES JOHNSON DATE BUILDING AND SAFETY DIRECTOR COMMUNITY OEVELOPHENT DIRECTOR CITY OF LA QUINTA CITY OF LA MANTA CITY � OF LA QUINTA DING & SAFETY DEPT I1 1---- 01 VST CTIO Vp� p cD - I - � I l l l l l l l 1 1 l TIiJ131.'YjT �• � 1// 1 1 1 1 1 1 • I X. ills iII . II - 1'R LEGAL DESCRIPTION CONSTRUC-M)NNL) It:6 DSL'DVLttMAIEA — LIILHL E3G1Y1nIW1L1tI{ OOSTALL YARD OWE NDS 250, IF OL TOP O ONB AT ERN STATION 35+57.75 VIA PESSADD. LOCATED AT THE IAFRFiASTE7LY BQR OF THE INTERSECTIO. 6, LOTS M -a OF AMENDED TRACT 20994-2 AS SHOWN O MAP BOOR 327. PAGES s6 -9B RO.'ODS O GREEN ORATE OR EOMI. VIA PESSARO AND VIA VICEN ZE. PER APPROVED STTEET RAERSIDE COUIER'. STATE O CAL90RRA R O MAU G PVC PIPE. (SDR -35} S -IX UNLESS UEiOVEIENR PLAN 103101 SHEET 5 OF 19 ON FILE IN THE OTHERWISE NOTED ON PLAN. OFFICE OF THE CITY ENGINEER OF THE CITY OF LA QUINTA. - O •STALL 8113 BEM/WYE (RT SDR -17} TC ELEVATION AT SIR ` 1014.09 CONSTRUCT WALL PDT SEPARATE RAN AND POW. © OATUM: NGVD 29 - (SUBTRACT 1000.00 FEET FOR TRE SEA r NOTA - O PSTN! 6'.r TEF (AC SDR -35) LEVEL DATUM) OIIVEUT ARAIDIAI RENLIRES A SEPARATE PERMIT AIM INSPECTION O C06RU0 Y MIL T EMNEM PAYER DRIVEWAY PER NL R ARCHITECT R D CITY INIA PLIC WORKS DEPARTMENT PION U B (D INSTALL � � TOP. NmRAsr Ir • BASIS OF BEARINGS SAM � ffARNED 9001 HElEOI ARE LEAVED FROM DATA PF31 LOT COVERA O CONSTRUCT 10' DEEP BOWO.L PER DETAL HEREON.A40DE 27 OF TRACT 29891-2, EIDER IN BOOL 327 OF MAPS. OFFICE FICE CONSINCT YARD 0SS 3.ES q RAK NDS HIOL OWE OR EQUAL. O PAGES 5B THEA.Bt Be.. INCLUSIVE. ALL IN TIE THE CANT- RECORDER O- TIE WHTY OF RIVERSIDE. TONEA N. LOT • 17,9" SF TOTAL BUILDING AREA (COVERED PATIO ND GARAGE IML®) • N9.225 Sr Iq INSTALL YARD DRINK, IO.S 01 C SO. GUILDERS NEA/UD7 AREA • 15.6 E EARN GRASS GRATE OR EQUAL JU 11 O6TAIL 7/' IF BLOODY (GALVAM0 SIFFL). PARR MAF - - PER DETAIL HE EDEA OR EOMI. - WOW OEM OUT, PER DEAL ON HEREOF SFT TARN WITH R®N SURFACE _ UNDER IKE SUPERVISION OF: APN: 777-100-058 80-205 VIA CAPRI 9/3/15 TWEED RESIDENCE DESIGN: DRAFT: —Esm neo WYaDR�E Gert®R _Esl PRECISE GRADING PLAN Em GINEERING. HIDEWAY LOT 24-25, MB 327/56-88 � DATE'S —�raa AMMENDED TRACT 29894-2 OVb _ POSMOR OF SECTION 9. T.09.. R7E.. SEEM DWG No. PG168001 �`° CITY OF LA QUINTA Gi