Loading...
BWFE2015-0232I;, ; ; 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 41 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2015-0232 Property Address: 80801 VIA PESSARO APN: 777160036 Application Description: BEUTLER / 125LF OF 6' WALL AND (2) PILASTERS Property Zoning: CD Application Valuation: $4,500.00 Applicant: MONARCH HOMES L 49950 JEFFERSON STREET #130 LA QUINTA, CA 92264 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 0 ss and Professions Code, and my License is in full force and effect. Licens/e�Cla s: _ License No.: C28860 Date: lY Z Q% Contractor: OWNER -BUILDER DE RA ON 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).: (� 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)1icensed 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: Owner: GARY BEUTLER 11399 HUNTINGTON GOLD RIVER, CA 0 Contractor: MONARCH HOMES 49950 JEFFERSON LA QUINTA, CA 922 (951)634-6381 Lic. 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 tork for which this permit is issued. fin_ 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: _ 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 beco ect to the workers' compensation laws of California, and,agree that, d bec a subject to the workers' compensation provisions of Section 37 0 f the L Code, I shall forthwith comply wi h7those provisions. Date % 1- 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 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 stat w g to building construction, and hereby authorize representatives of this city er upon the above• mentioneq property for inspection purposes. D at elp. �� J Signature (Applicant or Agent): VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/29/2015 CD z L m � • . 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 tork for which this permit is issued. fin_ 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: _ 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 beco ect to the workers' compensation laws of California, and,agree that, d bec a subject to the workers' compensation provisions of Section 37 0 f the L Code, I shall forthwith comply wi h7those provisions. Date % 1- 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 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 stat w g to building construction, and hereby authorize representatives of this city er upon the above• mentioneq property for inspection purposes. D at elp. �� J Signature (Applicant or Agent): FINANCIAL •• • °DESCRIP.TION - ,:. ACCOUNTI. 'QTY.. AMOUNT « ' `p PAID `PAID DATE` i' BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY i a METHOD., " ; �` J`RECEIP.T # i • CHECK # Y, CLTD BY,4 , Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00. $0.00 DESCRIPTION _.�� : • ACCOUNT ° F QTY. •`AMOUNT ' { PAID "' PAID DATE ,� :t t� WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $14.50 $0.00 r PAID BY r `;gip:, " METHOD '' Y �a. 'RECEIPT # } Y CHECK # 'CLTD BY t: max+ m. � ,„ a..'} £ .wr. '._ — _ F DESCRIPTION .,'+•. ,, � :,ACCOUNT r°� `QTYt ;AMOUNT'= ` k 4v F» PAID ._.. _.. �PAID.DATE111� � �w q WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD frF kCHECK# a CLTD BY xw f mRECEIPTi# �DESCRI.PTION ,. $ x r' ACCOUNTS ¢._ :QTY' AMOUNT' nx* :PAID k DATEt m >, 3PAID WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY }� '`" r METHOD e RECEIPT # CHECK # CLTD BY {,. c,. ^- ;. y Total Paid forFENCE OR FREESTANDING WALL $123.27 $0.00 TOTALS:00 Description: BEUTLER / 125LF OF 6' WALL AND (2) PILASTERS Type: WALL/FENCE Subtype: Status: UNDER REVIEW Applied: 6/29/2015 SKH Approved: Parcel No: 777160036 Site Address: 80801 VIA PESSARO LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 346 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $4,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CONTACTS CITY Details: 125LF OF 6' GARDEN WALL AND (2)'PILASTER AT SOUTH AND EAST PROPERTY LINES [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. i i • i CONblitIONS NAME TYPE NAME ` - ADDRESSl STATE ZIP PHONE fAX EMAIL:. CONTACTS CITY APPLICANT MONARCH HOMES 49950 JEFFERSON LA QUINTA CA 92264 STREET #130 CONTRACTOR MONARCH HOMES 49950 JEFFERSON LA QUINTA CA 92264 STREET #130 OWNER GARY BEUTLER 11399 HUNTINGTON GOLD RIVER CA 0 VILLAGE Printed: Monday, lune 29, 2015 2:48:36 PM 1 of 2 R srsrenns DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD: _ BY: BSAS SB1473 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 L F ' WALL/FENCE - FIRST 101-0000-426000 $60.91 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL* $123.27 $0.00 • • 0• �.� „ P/�i3FNT PRnIFCTS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE ,DATE. DATE - NOTES BOND INFORMATION ATTACHMENTS Printed: Monday, lune 29, 2015 2:48:36 PM 2 of 2 SYS TF. tits 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 # Oti Project Address: Owner's Name: E•vT LOL f A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: n,� rJ 2 C / Y `D tM rS 1 telephone: (O S 'X03 �j I' P Address:y'j Q �jL'� f��t, s 0.�1 p r -0/_10 Project Description: City, ST, Zip: j (tnT Z20 Telephone: �i. I 1 (v 3 (v � t t S r rL� D � W State Lic. # : City Lie. #.: Arch., Engr., Designer: .� (� (�' 1"• L/i S 7 &L,_ S t� (�/ S �r St Address: City, ST, Zip: h 'Telephone: e one: P >: Construction T e: Occupancy: Type: Occu Y: StateL ie. #• Project n(circle one):• New Pe.(ciAdd'n Alter Repairair Demo Name of Contact Person: (� I f S T Gast O Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: TSI - (Q 3 I Estimated Value of Project: SQ L) — 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 Calcs. Called Contact Person' Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd 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:- 3'Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees np KC0.,INC. y nu ( I 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, I'm - 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. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLO—DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 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 (TONGUE—ANO—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 OOPSI. ;4 0 UD f_5 1 7. , 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. H' MAX. 16'. LONG CMU 18" LONG CMU TYPE PER, ` 0" #41048"o.c. #44 64"o c p, 6' to 8' High Site Wall Trench Footing - 'T {M 1 T- Risk W09,10r ; S�FEtY DEPT. 6" ide-ZRUIRO V -E FOR CONSTRUCTION OPTIONAL WALL CAP-- 1� DATE I3Y- __ — STD: AT FIRST'COURSE, AND 6" WIDE (NOM:) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE 0 CTR. OF WALL 'Y' BARS PER SCHEDULE LAP PER 'L' F.G.— WET–SET FIRST COURSE 2—#4 CONT. CONT. CONC. FTG. 'L' STEM 'D' MIN. 2"-0' 2'-10 `A' I4®16" o. c. _qa�l tl o.c. I z –v I. o –.v 1 :6'=8' #4048"o.c. #4045"o.c. ..1—a' — radaflda"n ud�d �'_o" 2 _y" 1 7`=4" #4048"o.c. I #4045" ox. r . #4040"o.c. I #4036"o.c. B #4t40"..'_C. ..q4 " ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badlllo Street . Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 en9lneerrn9 exc<//enc# since 1957" 0' SETBACK PER SCHED. CL z w � U o rn W. 8" 5'-0" MIN.'. CONT.' TO DAYLIGHT Emil OF. 6',p((;•\rte/. • DATE SIGNED 6-25-14 S--1.2LQ #6255 8' High Max. Site Wall C ® loomph ..l*CCX, Risk Category I ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU ENO: OF WALL JF Lik � vA :�1�T. A ION B V1tn o :B x RETURN TYP.. 5xHF 5xHF 0 SxFIF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES A & g U J�• TOTAL WALL LENGTH m 5 x HF MIN. 91Z 5 x HF MIN, i BLOCK co, INC. t sWnm 1946 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 (W/.INCREASE PER 1806.3,4) 4, COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL, 6. MASONRY COMPRESSIVE STRENGTH, fm - 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: 6'-8A to 8'-8p High Pilaster Pole Footing - Seismic, 5% ®lsec 16' or, 24" CMU Pilaster OPTIONAL WALL CAP 3 , ' L1t CMU tPILASTER: {SOLID • GROUT (16- SHOWN)"_ " litl - OF BLOCK TO 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 d OF VERT GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2-y4 VERT, 'BARS' 2. NOT USED 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 "SHQTBLAST, OR 2-#4 U=DWLS. ANGELUS BLOCK SLUMPSTONE SHALL BE USED. LAP 24' MIN. TYP7--­— 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 6-11 INCH SLUMP. AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH'AT 28 DAYS OF 2000psi. 7 "RST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE 'PLASTIC. 8. 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 LOADING 1. SEISMIC, 57 DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. SEISMIC LOADING EXCEEDS ALL WINO LOADING FOR EXPOSURE C, 120mph AND LESS. - j 3 6 w 2-#4.- 6 w 16816 OR 16616 i PILASTER, SOLID G 'W =16' SQ. F.G. WET -SET FIRST +- COURSE 3-#3 TIES 0 TOP 5" OF FTG. & — #3 TIES O 12"o.c. MAX. THROUGHOUT i- 2 -y4 U -OWLS. @- WIDE (NOM.) CMU PILASTER, SOLID GROUT ALL CELLS PILASTER SECTION ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badlilo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938.0485 "On9lneerin9 ercel/enCe since 1957- 'A 31" OUTSIDE FACE - OF BLOCK TO OF VERT a w i rn 63 Co B'0 MIN, FTG SECTION r 3' CLR. TYP. 3-#3 TIES TOP 5' OF FTG. & g3 TIES 0 12"oxc MAX. THROUGHOUT X14 U-DWLS. DATE SIGNED 6-25-14 S-1JOLQ #6255 1r f• }]SS v. ++"TT{'{1" T • APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE, r ' •� IN THE CITY OF LA QUINTA; COUNTY OF+RIVERSI'DE; STA1E' OF CALIFORNIA - Y ' GENERAL NOTES _ ` GREG BUTLER ^ HATE •LES JOHNSON DATE ' PRECISE ORADINOPLAN I. ALIO BVDRO PD IN AC0 M NE WITH OR REiSUEL191 THE BUILDING PAD flEVATIM CITY AND SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR ' SMALL ff PERMIT IS IN ABY OE CI YIOF TIE ARRIVED R LIC OWINGMEP RAN AID A , . • CIT7 OF LA QUINTA CITY G- LA QUINTA SFPAWTE KNIT ISM BY ilE CITY 6 U G1IMA RELIC oEb OPARTIEM. 2. THE OMWCIOB IS AUTHORIZED To II✓® WITH FINE WADING ACTIVITY RELATED To THE HIDEAWAY LOT 346 f11VATIOS MON W TMSPLAN. Of ANY SPECIFIC IDT W THE PLAN, ONLY IF. A VALID 1' BIIIDING R7NAS M IT HEID SN R ISSED BY OE LA QUINTA WI DINT AND DEPARTIFNI FOR' • • AMENDED TY HR RCT 29894- 2 • ~_ w. _ - .+ • 06TI61CTIM 611E IRIMARV STICTURE ON THAT PARTICULAR LOT. r . 3. A SEPARATE FUNII SHALL BE OBTAINED FROM THE u QUINTA BUILDING AND SAFETY IEVARIIEM I _ -- PORTION OF SECTION 9, T.6S., R.7E., SBB&M FOB NIL' am ENFS MOWN W THIS P.M. - '+ 4. TMS RAM IS FOR OB -LOT QISTIM C N OLY. ALL OF -LOT 106NLCTI W ACTIVITY - - .. 9331 AS DRIVEWAY NiDIOES OR OVER IIFERT ENR IN ITE STREET RIOT 6 VAT. * ✓ qYb BE PERFM. BY SI MATE RAS AAO PENIT ESSAD BY TIE LA PTMA RELIC • I • '.. r' •. • I I I I I I II I I ' !. THE CONTRACTOB IS ff POSIB E FOR OBTAINING ALL R@DRED PERMITS. 0. THE mTRKIDR. AAO ITS 9�lIWCIOG. ARE RESPOSIME FOR MURIMG TIE II • l I .: I I I ' I I I I I I OBAD Aff CONCEPT SM W THIS RAN IS NIT O7d7mMSED BY WORAPIG FEATUO OR OTHER APEIRTDAA"ES NOT 9M W THIS RA NTFR DIMING PLANT 7. OMM AID DRER (QEIORIOG MATERIAL FROM THE BUILDING PAD. _ _ I `• I I I II I . TIE Oqb $UFA2 WI7MN THE BUILDING ENVELOPE 9lILL BE SCAN1Flm TO A MINIMUM 6 I 6'AID TO PAEIED 70 RIK" PIGMENTPIGMENT (GIS) RELATIVE DENSITY.T.M. N�TrM�vw DENSITY PER A.S.T.M. • a, I LOT 345 SPECIFICATIONS.CATISPECIFICATIONS.S.HEN - - - I . - • r I \� ,'�''� ,7ara a. THE CNIW SHALL NOT OISRAG EXISTING SURVEY M]MEFNTS OR 32M MMOS NOMI W TIE . ' '' (PE=1007.3) FAS. OBFOTO GRINS onTlNcrla. PEHOAAL AND IORAmEM 91LLOBE L BE BY A BUD STEED 1 EXIST. RESIDENCE •1'7.8 �"A' Kbi.; I I , I I I CIVIL DGIIQR WITH All R.C.E. NLSR OW 33,966, OR A LICENSED I" SJKM OLY. j 9. ALL STEERS. RELIC OR PRIVATE. BULL BE CLEANED DAILY 6 DIRT. W ILO. NDEBRISDDEBRIS6 RI fir'^ {•' 101 �• 101 �'''' 1010 ,\ � / /1 t,- '-"b, III wasnS FERLTING OY AM W ACTIVITY RELATED M COEEP NNOARING THE IDR - ': " • /•� I I - 90M W THIS RAN. CLEANING 9911 BE PERFUMED To THE SATISFACTION 6 THE M _C BUILDING WFICIAL OR CITY ENGINEER. , _ I a 4 lot r T• I �... y. I{E� \ 'I SCALE L'=IB Y 10. THE ONTRICUR SHU PROVIDE WIND OGSIW AND D.ST 01MR0. WA%K AS REQUIRED BY THE I ' �'EA Aa 4Ye +a rte. ''. ,y I ,' p ' ^\ ^`\\ I I II _ y. - RTo TIVE ANSI CONTROL RAN APPROVED FOR THIS PIK ECT. _ .�' '° I .� A/� I I i 0 s l0 20 30 A 11. CONSTRUCT [IN OERATIQS AID MAINIENVIE 6 M UIREM WITHIN OE HALF MILE 6 NAVA OCCUPANCY \ 1 .� 101 FM WN - tr_ • MAIL BE PE7FOOED CIL! OUTN7 THE TIME PERIOBS AS FDID@ �•' , Ate .. 9 �i:. - _ i LAWN Eq . dR03tN IST TO APRIL 37TH IGDATiRIWT 7. GO AY TO 530 PM r- •I N.!. B ;E ' 4 �3_ W 2 - r_ �l I�M �R :•,Y 1 III I - 0? ED WTLIDIY BOD AAI YOB WAI � FIXE ^�,� �•^ ` -. 10114 •aye ;y N OT - WT ST TD BOOM 3INIIL MMY-FRIWT @DT AN TO 7. Do W SATUMAY LOB AM TO 5: OD a - ,? Q• 'Y W - 10GK 9VU B ROO6ITED ANY TIE IN EU DAY OB TEDERAL HOLIDAY. - O``I i7 Ar�5 7o7r : A' / 4 r, ®�CLOSET PA ' ' g _ j'"✓ I . �. -1 �r] • • I .'q �_{ , R_� PA•� PAS ~ PA \ PA- ♦ - 12. MAXIMUM OGT AND FILL ELOPES • 21. - i j 7 i '¢ •Pk. S�°a WIN 2 1INR rr F! wz,ER 13. MINDIY BUILDING PM DRAINAGE SMALL EE 3. OBAIWff ANE SHILL BE A MINIMUM 6 0.3' DEEP • `7cp (' I A 1 9 .. 7 t f NO EE CONSTRUCTED A MINIMUM 6 2' FALAI THE T6 6 M OR FILL SOB. MINIMUM SLOPE 6 SINE I �, _ I 'A WTX t>3 y t '#SI t i .aSTL 9 u lE o.xi7. • ! ' j j I 1- a 'r �- 1J M - anffT Dma7w 2 d3 0,0$ti a HALL � • 9 i Ks I� i LEGEND M LOT • A'A" x I • - FINISHED MYTH POEM SURFACE ............... • , TRACT 29894_ 2 y _ } �, ' TALLI .,I (tCC"f(}n 7. O1pTyN PA i f 4 3• Ao•1. 6f I' I I lS 7070" PWi Oq 'I LOW POINT . LP MB 327/56-881 ''� �. q - / T I ° ' I I I I ' `'I �i'.: I ' 4- * GRADE BREL•.•.•.•.•.•...•...•.•. .•.•.•... .. GB , (GOLF COURSE) i -� ,A -- Y. n, MV /CDlcl�s.ed J+ _Ig).u.'� NAL r'K' PA PA I "A' i I I II • INVERT ..................... ON I , 1 • ,,•' bGH13 TTe.8.17 1E :I R ,- j `r'x I LAWO TOP OF WALL ................. Tw a' , w• ' ) `., I L `'•- '�«; t I _la ' I Bow I I - i 3 9.. 9 .. PAD ELEVATION ...... .......... PEI-; FINISHED FLOOR ELEVATION........... FF ____ U 19 I I I I 9 PA )�+'v L '3 GARAGE '�i -'f� •�"• I I . +<FLOWLINE ... ................ FL /O 1 ' I I :.Iii=? 9 I �° • 1. I`� _ PROPFRIY LANE ................. - 0.-r I CLEAN OUT ...................C.O. •ei A N ', 7 L� PA I .(_____ .,00033 TOP OF CURB - 3# ' TOP OF FOOTING ................ TF • F 255M Ij I ) -m IYlLZ1 _- - _ �'- RN75NFD GRACE ................. FO i ky�• 1 BM II I I eM I I - 6' , .; ppp •ki I (" TOP OF GRATE .Tc • ` , �, I - W -L- I I LOT 346 - - f ` - . -.fi W r END OF PAVEMENT ................ EP, ' G3'`OI } -.�ww 'I. J � 1 (•, D ': e . 4 _ 1 I I wL 700- (PE=1006.5) ;� RIGRIF OF FAWWAY .........::::ERPxA�Is-r' ELEV.' A> ` I _ - - ® Lai �pNG 1 \ FF=1007.00 L . ' " WATER METER .................. wN i J I ROOM ` {. SEWER LATERAL .. ........... SL ^ I • - - jl 11L. -_ t / P I �K UUE EASEMENT ............. - - - Oy. I j IAW11 -F" -i I + -f __ - PNIIRI' ` _ nl ` ' F"7 1 TOP OF SLOPE . I Y '{_, TOE OF SLOPE ............... T W P i t may. 4. i W I 1 rlA - S., 9 ,�i�F' PA 4 - III - 9 E705IINC SEWER UNE ........... `N?o 4 n � 4 ! . - , 4 .`I -._=F' `u- p..1' I _ _ � _ _ • E70.51M0 WATER UNE .............. S _ / M"' 70W31L � . BLOCK WALL R LINE ....... ...... W p. - --- -AI 1 1 . -1 1 ` �-•P . I�1.� r--P�" 'riy�.1f III •I I! / urx F7LAWN ld' rAiDANi STUMP m •T /t ifl +TOT_.. - _ �.� I 4 0 I 4 {; ' rIOS GP •`may "i�:l WN r aEVDIn tom„^ +I •^N �,, (GOLF COURSE) ' _ ACF BAOFI! ID oosNM - _.'•''jry,.....--.`1 - - -�-- - -- _'r OOOm/rmmL'++`.."" •+' •�� • . WN r0' it CONTACTED N p5W . , \"�i` 5nr# �a `�! y1, ------------------ __-� _`\ P�� L I I I A _ ED9NC 0OMd$7E.URT ------ ------ ----- 1' L r-� _ �QOn >mr 1 I I ADS YI®IOIY '�,a'- 4 _ 1 %% •1'LOOdU SABRWtOINMLE) NXIDD DIM. UDa m U - - IDALS .SA -C -350T OMdio I _ ARDVOE 3,08- OAP ounET LTEN FABRIC CONSTRUCTION NOTES BENCHMARK - LOCAL BENCHMARK Y RUG AND FOWE ADAPTER PAYOS PER ARaaTLY RAR ` $ rATacAsr HF1FOR.IIID wATETI A3ID OI INSTALL YAW GRAIN. IDS ISO. r DR, r Y ELEVATIONS ERASED UPON APPROVED CITY OF U GUINEA STREET , L1 I - _ y - - BUBBLER -BOX M BE PLACE _ GREEN WASE OR EXULL- , - - \ PLANS. PLAN SET NO. 03101. SHEET 19. AND ROUGH GRADING OB' 4 3/r TD 3/r WANED ALa OVER 6' COMPACTED 1' ROCK Q OSULL r PVC PIPE (A,^.,y,`-3S). S•Ul UNLESS PLANS. PLAN SET NO. 03057. MEET BOTHERWISE NOTED Y'„- • • AI,OfIIDNN RDR FABS iW 9C O OSULL r•IS BQDW (PS -91N-35]. w' `yam' yl, ., 1'••i'. ..'wr... �t:•':� OFIIU CLL. BD MEG 9WC BE r� R BASIS OF HEARINGS • '�-"r''1-+4 • '''' A71M BE NL9ED RXN AID - OO caNSIR1Icr WALL PER MPNuIE PEAx AND PFIa1R. I/D510iffD 5G ffMiE6 SOWN /USW AIS OBRIVm FROM RECORD DATA PER 5 9GTA11 r�0' TEE (RC-SOt-15). A1QOEp 7R 28891-4. FILM IN ZolD3/1 w4m BOO Of T/NQAI ae. INdISIYE. N1 i1NB70/Q�0SF5}7'II�CffE�6 SAD LamI �• q ©C66TgRT 0' MR TODOOSS PAVER DRAEWAY PER AADGECT PCW. `99F i i11:� --ll Ir�~I .1 - SOL A NOMNM LY MOI RECODER OF.TIE COLMY 6 VERS y�}.��Fq^.Be'.®5 I 111--- 70 IMMALL BUBBLER BOX WON GAIE TOP. NVOTAST 12' � ® pp�� n' (^'_ Q " S -i i �'� -'•. OR:Bj'i :PEER P69G t _ ,' I ` Aorz ALL .airs NWS vE uAGWD ALFA 91x1 H �� . Q KOM OB�NSIQOT 10 �M`IU PER OEWL NDE01L I LEGAL DESCRIPTIO 'BUILDING L1../ 1 tl M V( T. ° IDOOmm (rxvArlBD f I I I L� ' - NOIAM Y,IIID NYS AND OUT. R !'IAWINSIRFAY iIOW _ r'- . Q Comsail I YARD DRAM, NDS h05. 3• MA. OWE Olt E0141. lm J48 6 AYODED TRlCT 49091- AS 9DMN M pAQp EN�,D Imo. � • I I',-' I I I N DRYWELL DETAIL p 3 D SATIN YARD MRM. ROB /3.4.50. LOT DQE CWNIYP STATE mm Is 6 PN1 P O 'R 9 A i .7 f I I I) 1= f WTM BPAis IOW R EIIIRAL j 'A R yl®' .� _ ALr m sc9l ` A pj � -_i F11 - Pau 11 7/lr mommax (CAVAN® S%. PART 198999 e^ 3,33`' `i PER DED HFIEON. OR BOWL FOR VO' vST ' N ' DETAI NOS: 11- . • • - Qrs NOTE' 0 SET RUSH DEAN BUT, PER DEAL HEREW � / PROVIDE OFAN-0111 To WAGE AT EACH DO 6 GRAN.W MEAREST PUNIER - 1 _ OBIVEMY APPROACH FEW FES A SEPARATE BATT AM INM7ta 56 FU91 WITH P➢LSx SUBAGE A C`/i _ FROM Crn 6 U QUINTA RELIC IpWb OFPARIIENT • $�E @ a A% 3 39 sICDPE Ai L�Wus � NOTED D ON ASIR F477 PILAN - / /= BRICKSLOT' DRAIN LOT COVERAGE: p,E a _- (MGL Wa 36TOTAL UTr AREA - 1 1 DATEm sr BY 11 R • r� ! ' TOTALB7fIDlt6 NEA (BATTED PATIO Aw GWAa Da1DFD) • A'7,OD 6 . APN: 777-160-036 9RLml6 AIEA/lDT NEA • 40.6 W VICINM MAP+r �• • • N.T.S. -80=801 VIA PESSARO 6/23/2014 PREPARED IADER ra SUPERVISION OR BEUTLER RESIDENCE • OpROFEtSIry,Y,.. DESIGN: DRAFT: ESSI- EFANDWR9u1u1DEN y�A'M F -Es' PRECISE GRADING -PLAN CH �' • W Nw 178]1 CC��'' s " n� r.+. �c u�m"{iI WECK: MTF: s APPROVED BY. ENGINEERING �;�, THE HI RACY 346 AMO JUNE 2014 F Knowwhersbalow. •):-'-'��� � - AMENDED orssrnoAe res. s9'FsB9aeLE-2 DWG No. PG115001 CLall bef- you dig. ?� CWII DAM N MIF �acAiAT G1 - REFERENCES RCE do. EXP. DATE • CITY OF LA QUINTA � - c- �, A