Loading...
BWFE2014-1056T� U VOICE (760) 777-7125 •78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 9/10/2014 Application Number:,, Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: SUNROSE CORPORATION 0 OUTSIDE CITY LIMITS LA QUINTA, CA 92253 BWFE2014-1056 53824 VIA BELLAGIO l I Owner: DAVE SILVEY 777170014 - 53824 VIBELLAG10 ANGELUS GARDEN WALL 175 LF X 6 FT i , . / LA QUINTA, CA 92253 l $3,800.00 SEP 10 2014 CITY OF LA 011l— N— T iyOEVELOPMENTDEPARTMENT 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: _ License No.::LIC-000113 ate: Contr tor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fo 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 Name: Lender's Address: dIA Contractor: SUNROSE CORPORATION 0 OUTSIDE CITY LIMITS LA QUINTA, CA 92253 (760)773-6630 Llc. No.: :LIC -0001137 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 SMtien 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 th -Labor Code, I shall forthwith complywiththose provisions. � date: T pplicant. 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 ity to er upon the above. mentioned property for inspection purposes. aD te: ��� ature (Applicant DESCRIPTION ' _ ' "'` FINANCIAL t 77 ACCOUNT e ;.QTY : AMOUNTS �: PAID PAIDDATE�. BSAS SB1473 FEE 101-0000-20306 .0 $1.00 $0.00 PAID BY�`�.^ ..' f METHOD - RECEIPT # �_ ' r'' CHECK # „' ` CLTD BY.` Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 w., DESCRIPTION � '�A00OUNT• ': QTY AMOUNT PAID PAIDrDATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $75.79 $0.00 ° .,. PAID. BY, _ :METHOD RECEIPT # ,#. CHECK #` . CLTD BY DESCRIPTION. $ ; r , ACCO.UNT � ;,• } QTY4 AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.19 $0.00 PAID BY fVIETHOD r _ �: ' , 'RECEIPT #, ` ° ` CHECK # CLTD BY " DESCRIPTION-. x `ACCOUNT '' QTY r AMOUNT ' "PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.06 $0.00 `r°'.PAID BY rt a ETHODS + t> ', RECEIPT# x:: ; CHECK# _ CLTD BY., Total Paid forFENCE OR FREESTANDING WALL- TOTALS:•4 $183.04 $0.00 $0.00 Description: ANGELUS GARDEN WALL 175 LF X 6 FT Type: WALL/FENCE . Subtype: Status: SUBMITTED Applied: 9/9/2014 MFA Approved: Parcel No: 777170014 Site Address: 53824 VIA BELLAGIO,CA Subdivision: TR 29894-2 Block: Lot: 326 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $3,800.00 Occupancy Type: Construction Type: Expired: No..Buildings: 0 No. Stories: 0 No. Unites: 0 92253 Details: 175 LF X 6 SF OF GARDEN WALL, [CITY AND ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CALIFORNIA BUILDING CODES. . . ADDITIONALSITF3 A.•' ., NAME TYPE. - NAME ADDRESS1 CITY STATE..' ZIP PHONE FAX EMAIL APPLICANT SUNROSE CORPORATION, 0 OUTSIDE CITY LIMITS7u, QUINTA CA 92253 (760)773-6633CONTRACTOR SUNROSE CORPORATION 0 OUTSIDE CITY LIMITSA QUINTA CA 92253 (760)773-6633 OWNER DAVE SILVEY 53824 VI BELLAGIO I LA QUINTA CA 92253 (760)773-6633 •• • :DESCRIPTION r 1 'ACCOUNTr "' �` '-QTY . ` � AMOUNT " PAID ®.PAID DATE= . RECEIPT # CLTD CHECK # METHOD -;PAID BY' BY p s r_ _ f � q, - BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: Printed: Wednesday, September 10, 2014 10:37:48 AM 1 of 2 sysrcnns DESCRIPTION ACCOUNT QTY ' ," ' AMOUNT, ` PAID PAID DATE RECEIPT # CHECK #, METHOD, PAID BY CLTD ATTACHMENTS , BOND BEAM BYr WALL/FENCE - EA 101-0000-42404 0 $75.79 $0.00 ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.19 $0.00 100 LF WALL/FENCE -FIRST 101-0000-42600 0 $60.06 - $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL, $183.04 $0.00 TOTALS::400 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED DATE RESULT. REMARKS NOTES FINAL*" ATTACHMENTS BOND BEAM FOOTINGS PARENT PROJECTS REVIEWS REVIEW,TYPE„ REVIEWER, SENT DATE DUE RETURNED STATUS REMARKS DATE DATE' - _ :NOTES • Printed: Wednesday, September 10, 2014 10:37:48 AM 2 of 2 ` srsrrcnns 13OND INFORMATION ATTACHMENTS Printed: Wednesday, September 10, 2014 10:37:48 AM 2 of 2 ` srsrrcnns SLOPE 2 :1 2'-6" 2 0 CONT. CONC. FTG. L 8„ L 5'-0" MIN. 3 :1 2-0"" CONT, TO DAYLIGHT 6' to 8' High Site Wall V*L Trench Footing _-Iu1 rRISK' '-tegoC� 1. S;�FETY DEPT. ( • - r s ide WROVED ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ,0- /4048"o.c. FOR CONSTRUCTION DESIGN CRITERIA: 4024"o.c. 4048"o.c. 1. DESIGN CRITERIA PER 2013 CBC 2'-0 2'-O" 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf OPTIONAL WALL CAP DATE , 6Y 3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION - Opsf 5. CANTILEVER ACTIVE - 30pcf 6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500psl. SPECIAL INSPECTION 6'-8" NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 1ji4®45"o.c. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE 4016'o.c. 048"o.c. PROJECT SPECIFIC SITE.�!6 STD: LADDER TYPE 64T0.:FOR NOTES: SLUMPSTONE).. JOINT REINF. AT'*TOP COURSE, 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24"o.6. GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER, CENTER VERTICAL BARS IN CELLS. T-4" 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLO—DRAWN STEEL ij14®45"o.c. WIRE CONFORMING TO ASTM A951, PROVIDE MINIMUM 6 INCH LAP SPLICES. 6" WIDE (NOM.) CMU 4018"o.c: 4045"o.c. GROUT CELLS 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500pal 0 28 DAYS, UNLESS w/ REINF. 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 o ANGELUS BLOCK SLUMPSTONE SHALL BE USED. ¢ _ 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS � U 'X' BARS PER = in MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE 0 w REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL o MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY SETBACK REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-111NCH SLUMP, PER SCHED. AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF I OOpsl, iC o ti0 PSI 'Y' BARS PER 7. , iRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP IS PLASTIC. PER 'L' a 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH z w _ VERTICAL CONTINUITY OF THE CELLS. F.G. U 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF w 40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR WET—SET FIRST MORTAR WASHED COURSE 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 2—#4 CONT., REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. u 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS - w 0 v SEE DETAIL SHEET S-5.1. a SLOPE 2 :1 2'-6" 2 0 CONT. CONC. FTG. L 8„ L 5'-0" MIN. 3 :1 2-0"" CONT, TO DAYLIGHT E�1' 0 ">' ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Sati la street • Covina r CA • 91723-2115 ' (626) 938-1595 • Facslmlle (626) 938-0485 ' englneerinp exce!lertce since 1957" 1y�F LIC -1 ti Oar. DATE SIGNED 6-25-14 S--1.2LQ #6255 MASONRY FENCE WALL SCHEDULE 'H' MAX.X BARS REINF.WALL STEM "GARS 16' LONG CMU 18' LONG CMU TYPE PER S=2.0 18" LONG CMU 18' LONG CMU 'L' STEM '0' MIN. 6'-0" /4048"o.c. X14054"o.c. A` 'B' 4024"o.c. 4048"o.c. #40277c. 4054"o.c. 2'-0 2'-O" 2-10 6'-8" X4048"o.c. 1ji4®45"o.c. A' B' 4016'o.c. 048"o.c. 4018"o.c. 4054"o.c. 2'-0"' 2-0" 3`—.O" Y-4" T-4" jj4048"o.a ij14®45"o.c. A, B` 4016"o. c. 4048"0.c. 4018"o.c: 4045"o.c. 2'-0 2'-5" "'A' i' #4040"o.c. IQ4036"o.c. E3' _, 4CTO.C. _,#4040"o.c. 409"o.c. 4036"o.c. S-4' 2'-0" 3'-5" E�1' 0 ">' ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Sati la street • Covina r CA • 91723-2115 ' (626) 938-1595 • Facslmlle (626) 938-0485 ' englneerinp exce!lertce since 1957" 1y�F LIC -1 ti Oar. DATE SIGNED 6-25-14 S--1.2LQ #6255 8' High Max. Site Wall C ® 100mph BLOCK CO., INC. Risk Category I Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU .END: OF WALL x O S x HF. 5 x.t{F'.,'""—. - f FA z7717777777771- 4: r�ciatX `b ws`:, - - o A. g Y X A,— in �. X RETURN TYP.. 5xHF 5xHF A. SxHF TYPICAL REINFORCED WALL STEM TYPES. PLAN WALL TYPES TOTAL WALL LENGTH al ZI 5 x HF MIN. 5 x HF MIN, - ..ANDERSON DESIGN GROUP. Structural Engineering Building Design 228 East Eadlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 "engineering --Hence Stn Ce 1957- S-2.OLQ #6255 Bin # • City of LQ Quit to Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta,CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 3 '� tZq Owner's Name: ��vv e p A. P. Number: Address: d • ��/ g� Legal Description: '1,eii 3Z City, ST, Zip: Contractor: 5 ����� �/` vt� Telephone: 760- '173- 6 Address: D- �(�� ��� ��� Project Description: City, ST, Zip: Telephone: :t State Lic. # : City Lie. #.. Arch., Engr., Designer- esignerAddress: Address: City., ST, Zip: Telephone: Constructionn Occupancy: Type: cY: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person 3 �/� Estimated Value of Project: �t�L/ APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'd Review, ready for corrcctionsrissue Electrical Subeontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. R.O.A. Approval Plans resubmitted Grading IN If OUSE:- '"' Review, ready for correctionstiissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue ^ School Fees Total Permit Fees SEP 0 9 2014. CITY OF to QUINTA COMMUNITY DEVELOPMENT s -A� IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA GENERAL NOTES1. AIB' PORING TO ' PRECISE. GRADING PLAN �4 % ED IN ACD PL PID DEVOTION SITY1 S PERMIT IS JM BY TIC CE NN LA NN'W7,PUFOV.1 BUDIIG PVN N. A NCE WITH DR f PPIVAD O M GRADING P�IIII��M`ITY CE)INTA ��"IVITY - - - - THE..HI�EA_ . WAY LOT 326 AMENDED TRACT , 29894-2 2. THE rIHEGRBLIC x. M WIlIRA"TOR IS AI(nIN1IID lb PWX4D NTN FIIE RAINING ACTIVITY ELATED f0 DTOFuG)In ELEVATIONS 9NN ON MIS PUN, 011 AM SECIFIC IAF ON M R.W, OILY IF. A VALID ULDING PERMIT 4LS BET! Is9m PORTION OF SECTION 9, T.6S., R.7E., SBB&M ar M u aIMA B I DING ua SWEAT SPApaw FOR COSTWICTIIN T M FRlYIRT ST0.CRGi Ol 1±NT vMi10AM LOT. Box 3. A 9RRATE PERMIT GOAL_ BE OBTAINED IR01 IME V OLIMA BALDING Ma SAFETY RTARTIENI FOR NN BD01 1W SIM ON THIS PUN. SITE - ' 1. THIS PLA4 IS FOR GROAT COCiTRR,TiD! OLY. ALL OFiA1 CONSTWIO1 ACTIVITY GAIN AS DRIVEWAY 4TROACHES IR OMR tWaV➢OAS IN THE STREET RiOO O' UY, I I I - LOT 325 Wgas BEFEIRRIFINED BY SEPARATE RA's AM PERMIT ISM BY M u a1MA RELIC i � PE= 1004.2 ) TIE (URRACM IS IREy'aRTBE F'OR OBTAINING ALL REQUIRED PERMITS. ♦� I I - VACANT B. T1E mORACtCB, AND IR SIAONIRM,' . AAE RESPONSIBLE PUT MR NO TIE - a• ► 1 - - OFAIO E OEM SALON ON THIS RAR IS NOT COWMIGD BY LANOWING FEA11AE5 ORailER ARRTEILVCS MT SIM ON THIS RAN. p -0 I 1 i' F 3 TT 7. AM BEARING RAR IFDATN ND DTNA mETE1nm WTERIAL FIDII THE BI1IDlNG PAA. M "ENG SEWAGE NiHN TIE BLILDTNG E,1UM94AL BE SCARIFIED TO A MINIWY D TlD: NilE1Y FFRCOO PER A.S.T.M. N � IyI, I I ti� 1 B 1 I - �- - - -- - 6' IAa GOPACRD 10 90A) RICLATIME DENSITY SPECIFICATIONS. i.>; X B. M CONTRACTOR SIOLL NOT DISTURB EXISTING SAM OSAB75 OR 8001 MAW NOTED ON M PLANS. OR FOUR BRING WEIR=10W MOOIYA. NO IVJALTWU SMALL BE DOME BT A BBISIEED CIVIL FJOIND OF IN AN R.C.E. KIM BLOW 37,966, OR A LICENSED IAM SLRALIUt OLY. 1 `'•7 I S , i, � / Y I \ p • � ` � p 9 :IUUa O ��� '. IJQ -_2 9. ALL SHEETS. RELIC ON PRIVATE. 9011 tE RFAWD DORY O" DIRT MD, NCI R1RI5 �Iis BQL71NG FF101 ANY ACTIVITYROOTED TO WGRLCITON OmRING a M L015 DON ON THIS PVN. OWNING 9MLL BE FERPOW TOM ON O' M IEE WINE) OFFICIAL IN Cm ED OUR.. VICINITY MAP' I' - 1 r `7 - I - I_ 'i >1i PA . f _ - 1. ',-.y. "i f' Pa11 - V F,' .BTPS _ �'IV SERVICE - . BY M `S•' • • " f I•=,TV 9 i t� cARACE - .10. M CONTRACTOR %U PWWIS WIM 00 ON AND DUST OXF L LEl9.fE AS GUIDED RGITIVE OM MOM RAI AFRYMD FCR THIS PB3ECT. � N.T.S. { � I V I t , B O � -P: � � li 11, CONSTRUCTION I05 Na WIMDSALE Q @ACCE MY tI1N1N VILE OF NNM DFOPNLY � ,lo'jT \ � L I ) l `<2 1 } / �+ .. = a BEDROOM SHALL. BE RIFGRIEED QMET ING M TIME PERIODS AS FOLLM .yf } PA 'I j��,• }} . ` �9R� 9 OCTOBER MST TO ARIL SRIF UO DAYiHEY 7:00 AM TO 3 JD PM "GO SANMY W W 10 5:00 RI \ �• 4 A l 1 - '� _ WY 1ST TO 9IMASER 30M MOMY4V DAY B GO W TO 7.00 N . SA0r8LAY B 00 AN TD 7, W fYA1j A \ i I I WOR( S4LL BE PROHIBITED ANY TIME CN S1MY OR iDOOL HOLIDAY. \ •1 - `. 17. MAXIMUM CIA AIC FILL SLOES - 21. 1 \ \ i i �Il :, __ •v,� �I �... \ 'y5` \ , 1 ' �Ol ,• RYy�' �d ' U. YNIM11 WELDING PAD DRAULLK 9011 S 1W. @BINA.'E SIM ES 5011 RE A MINI" O' D.3' SCEP AND BE CONSTRUCTED A MINE" O' 2' FIR3I M TCP W M OR FILL SlPES. MINIMI POPE O' SINA \ ` ! PA }'1 � � ` 'V \ � 1 `:il#-'N 'r F �M ONNG �; SHALL BE 0.50[. 1 1'ii- -„�' };'I'.) _ A 1. LEGEND PAYEE PER ARCNOECT PUN PORCWE 1 •\ \ ,'\ A .''M y 1 7=: �,a� �� PA I Y ,., FINISHED SURFACE ............... rs TGA➢ Yf \ - \ of ,2 \ x PA n +• xOm LEVEL \t '1 \M ''' 3 t LOW POM ............ I ...... LP GRADE BREAF .......... ..... GB `-.I POOL ` �i \ \ I FI l } •Y if f} 1_; a • 'f I LOT 326 - :=a _I�: i MIRY- INVERT ... ................. INV roP OP WAIL . .. .. ..... iW rs ' , �•;.- �'.r - tJ 1=ilk,l l 1 , \ \ ..\ 7 lM i '. ', �\ ., y �. i.l_1 \\ ,IPE=(1004.2) '- I'' n t• A PAD FSF/AHON ...... .......... PE FLASHED FLOOR ELEVAHON........... FF - _ �I' -i . '� ' I ° �' ! \ M. 1 : R - FI'- 1004.87 !i t ,`4,,.�] I \ My -w \ • �. •M - _ FLOWLIHE .................... FL SAM 1T-.. ._: ;:-T1-I-.•`j'�,',� \ \' \ - PROPERTY UNE ................. - PL- ^-17. _.�'- r.a F ---IT. _•RI $1' 1 1 V4 POOL \ i PA C'OPIKGe/.B3 '{ \ CLEAN GUT ................... C.O. BRtlCS10D TOP OF CURB ............... lO (GNVAN® j _s J II11--I-.�i•.M.T jt 1\ \ 1• , 1 / y , 1194.IS \ `` , {AJ MP OF FOOTING .... ......... TF FINISHED GRADE ................. FG r. -._:ll' I i I",;=.!_i .. _�-`--� EY i t r \ \ V \ r { 1 . _jai .' OR[E TOP OF GRATE .. ...............lO z ,� T� O PA F 11.• - ♦ Ij ENO OF PAVEMENT................ EP (XXK.XIO... EXIST. El" \ \ l , / FDGM OF WAY NOTE R/W 1 r \ ................... PLANTER AREA .................. F.A. PROVIDE CLD64-M ID GRADE O EACH DD OF DEAN IN MEAFA GER RIML=NG. \ 1 ` \ '\* A PA Jy A ��n NAM WATESEWER LATERAL u;EERA� ::::: ' ::::::::::: WSTLA BRICKSLOT DRAIN \ \ 1 1 e -J _ r BALs BOOM \ \, L ` ' - ') PUBIJC Vi1L11Y SETBACK LINE ................. - - - FLOW GRADE ................... NTS\,M _ t -•1 i \ a - 0 ST33'07 \ y `t \ �. T - • p MA\ \ \ P^27'1.77 `>t \ \ Ia ! ('D y ,. \ PA N ,ASTER MR OF SHAPE :.. ............. �( ME OF SLOPE . . ,7A0 FDWE ADAPTER \ \ `, L-217 ' \ \ ` r, •� \ ' PA \ O.D", EXISRH SEWER LINE .............. S EXSTNG WATER UNE AND SH6 GRADE k \ \ \ \ ' A ♦ 1 ;' .............. Ry BLOCK WALL ............ ...... _ _ NOTE• .'�M '.P ,P, ��, \ \ \S� �'\'�A\ \ hroa\ ` r �T ,; 'I'. � GAIN DRIVE1FPFR ACH FOA S A SPARGE PENIT AM IhWMIO1 FROM CITY OF U OOMA RBiC I= DP/RTIFIII LOT COVERAGE:PIPC IGOES TMN ,.•T.I 'x, m k. \ \\I \ \ ,\•\ \ \ / TDR ` \ TOTAL ADT AREA - - y.µ1.8 SF TOTAL an DUE AREA (NW® PATIO NO SMAS INCLIXO)) ` t 7.988 SF SUILDING A3AAM AREA _ ,�_.qF7�•• _ .. WNQfF r'✓T - \ _ - - \ A\\ \ \\ \ ,4 \ ♦ .�� _ \ \ 2 NN CLEANOUT' DETAIL \ ( \\ ''\ �\ 7," --, •�� �,-'y - - `� \ \ \ 8A032A RV POW JOY t \ \ \ \ • \ \ ,`• \� \ Ir g 1i f IY COMPACRD O GST E v \ gg Nri' BABE BOA -A'O. 17 GAB(Paw N RAD,% I Ii '! ,R •F'•: ` l .' AGoa B. NB DOSRRN SOFA CONSTRUCTION NOTES r (IMAGES sro-o2sm DAVM OI (STALL YAM DRAWL BEDS 150, r D0. ' I It •', �`• pfi� ��•.a ' `.•� ,(//^^'S� GREEN RATE OR EDVAL I r �,) , ^_. _ _ Q '✓v'1 '4 +A t, ` OUTLET -R0 Q IHAALL r PVC PIR, (SDR -37). se/x wRas TER FABRIC OnERaSE HOOD ON RAN JKGli PWORAIm aERGaE P.WO J INSTALL raAS BEND (PvD-W-35). BUBBLER BOX TO BE PUKE �i GGHSTWNT - PER SEPARATE RAM AND PUTNEY. i I I I �•' M �' WTD !p- WAM ROW OVER Sr COMPACTED T- ROCK O INSTALL Far. TEE (PAo- ). A M01 -MCC It m FAM FOR sc BENCHMARK - LOCAL BENCHMARK © GONsOw r VN. TwoOm FAVER RRVEWAY PER AR04M PWL 817111 rx SO 7RG SGML S IL®BOX HIAEN ONE W9WD ROd' AV ELEVATIONS ARE DERIVLU FROM CETT OF LA JANMA APPFBIUED TO � PER �• NAOPIAST 1r b U8.U7RRBm SOL - STFEET MANS FOR VIA BELLAOIO PLM! SED NO. 03101• PAGE JA/I• EDGAR ROO(OR 18 OF 18 Q CONSTRUCT EOSIN10• DEEP ORMUZ PER DETAL HOFON •J� ` 'tea6H� SIC A MHJA411,• NX DATIAL HM 2A - (SIETRACT 1000.00 FEET FOR TRUE SEA 0 COMSIROCT YARD MK NDS /IBS• Y ML DEVOTE OR DOPE. LEVEL DATILIM or GARAGE EASIER VANE BEENI OM A FA CLOT 327/,-4 C! PE=(1.0,04.2 ti > ;may"f 7 SCALE r-ia' 0 10 0 30 f0 NSDALL TANG=;w DEAN NOS f3. S 50. I \ BASIS SATIN BRASS ERRE OR EG1OA. NWO ALL "M AWW DE LFAWX AREA SIVA S JAASIS OF BEARINGS II INSTALL 7/tr BRICKSIAT (GALVANIZED SEW, PART, 196999 APR: 777-170-014 MORTAR STAIN NRF ANO On BEARINGS 9pRN HEREON ARE DMIVID FEW RMCIR 1 DATA POR. FEIN DEMO. HEREpo OR COWL. TR THROUGH 68 AMENDED FILED IN 800( 327 OF YAPS, PAGES 56 (• ORYNEL DETAIL THFOUGI BB. IruuslYE, au IN THE OFFICE OFF THE caurrYOMMICT SET RUSH � �• PER 0R ROE01 ' 53-824 VIA BELLAGIO 5/17/1013 A'Or M SOIL RECORDER OF THE COLNTY OF RIVERSIDE. - Underground Service Alert PNPAREQ•UNDER THE SUPERVISE OF: ��ESSA SILVEY RESIDENCE 0f5K:N: 02MF7: + - •5- y�i-�a c� ES-FANW.JR,SNAWNDEH =��MMRvsnArAn,o>na PRECISE GRADING PL,A,N Na A7PSA ,,;..;�_;�:,.�.,,; ;,• BsRsM DATE: Call: TOLL RE J 783s EXP. DOE IZ 1 215 s HIDEWAY LOT 326 APR_ 2013ENGINEERING �•,,, pF;a 1-800 A E. '»AC � _ TR 29894-2 AMENDED MB 327•�i'S'6;;;;-,§$�c, 227-2600 POm ot; OF ncnom B. T.69.. B7E. s6m G N0. PG106001 NET DUE. _IbUL TWO WORKING DAYS BEFORE YOU DIG RCE NO. EXP. DATE DATA �CwF LME CITY OF LA UI14-k J:.::'� _''�- -. G1 i, -A APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE, GREG BUTLER DATE BUILDING AND SAFETY DIRECTOR CITY OF LA QUINTA LES JOHNSON DATE PLAKNINGT DIRECTOR CITY OF LA QUINTA VIA TO BELL,�010 r �4 I \ I 1 PA Box FA CLOT 327/,-4 C! PE=(1.0,04.2 ti > ;may"f 7 SCALE r-ia' 0 10 0 30 f0 NSDALL TANG=;w DEAN NOS f3. S 50. I \ BASIS SATIN BRASS ERRE OR EG1OA. NWO ALL "M AWW DE LFAWX AREA SIVA S JAASIS OF BEARINGS II INSTALL 7/tr BRICKSIAT (GALVANIZED SEW, PART, 196999 APR: 777-170-014 MORTAR STAIN NRF ANO On BEARINGS 9pRN HEREON ARE DMIVID FEW RMCIR 1 DATA POR. FEIN DEMO. HEREpo OR COWL. TR THROUGH 68 AMENDED FILED IN 800( 327 OF YAPS, PAGES 56 (• ORYNEL DETAIL THFOUGI BB. IruuslYE, au IN THE OFFICE OFF THE caurrYOMMICT SET RUSH � �• PER 0R ROE01 ' 53-824 VIA BELLAGIO 5/17/1013 A'Or M SOIL RECORDER OF THE COLNTY OF RIVERSIDE. - Underground Service Alert PNPAREQ•UNDER THE SUPERVISE OF: ��ESSA SILVEY RESIDENCE 0f5K:N: 02MF7: + - •5- y�i-�a c� ES-FANW.JR,SNAWNDEH =��MMRvsnArAn,o>na PRECISE GRADING PL,A,N Na A7PSA ,,;..;�_;�:,.�.,,; ;,• BsRsM DATE: Call: TOLL RE J 783s EXP. DOE IZ 1 215 s HIDEWAY LOT 326 APR_ 2013ENGINEERING �•,,, pF;a 1-800 A E. '»AC � _ TR 29894-2 AMENDED MB 327•�i'S'6;;;;-,§$�c, 227-2600 POm ot; OF ncnom B. T.69.. B7E. s6m G N0. PG106001 NET DUE. _IbUL TWO WORKING DAYS BEFORE YOU DIG RCE NO. EXP. DATE DATA �CwF LME CITY OF LA UI14-k J:.::'� _''�- -. G1 i, -A