Loading...
BWFE2014-1052J 78-495 CALLE TAMPICO (, C 0 D LA QUiNTA, CALIFORNIA 92253 ' COMMUNITY DEVELOPMENT DEPARTMENT / BUILDING PERMIT 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: C29/ License No.: 920321 Date: Il — Contractor:'������� 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 for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: SUN VISTA DEVELOPMENT P 0 BOX 1144 LA QUINTA, CA 92253 Contractor: M O MASONRY INC 80-589 SHEFFIELD AVENUE INDIO, CA 92203 (760)574-3313 Llc. No.:.920321 Date: 9/9/2014 COWORAT 5' G� Application Number: BWFE2014-1052 Property Address: 52996 VIA DONA APN: 777410012 Application Description: 274LF OF 6' WALL AND 4 16x16 PILASTERS Property Zoning: Application Valuation: $20,900.00 Applicant: M 0 MASONRY INC 80-589 SHEFFIELD AVENUE INDIO, CA 92203 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: C29/ License No.: 920321 Date: Il — Contractor:'������� 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 for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: SUN VISTA DEVELOPMENT P 0 BOX 1144 LA QUINTA, CA 92253 Contractor: M O MASONRY INC 80-589 SHEFFIELD AVENUE INDIO, CA 92203 (760)574-3313 Llc. No.:.920321 Date: 9/9/2014 COWORAT 5' G� c Z �0 m 5- C m (V C! 0 m D 4�- 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. iql I have and will maintain workers' compensation insurance, as required by Section 500 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. 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 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. Date.,'(?— ^ Signature (Applicant or Agent): MO Masonry Inc. 4920321 Momasonrv82(aQgmailo coni 80-589 Sheffield Ave. Indio, CA. 92203 (760) 600-4273 (760) 574-3313 Fax (760) 200-2812 09/10/14 To whom it may concern: We the undersigned, hereby authorize Oscar Cruz to act on our be in all manners relating to applications for permits, material and equipment authorization, including signing of all documents relating to these matters. Any and all acts carried out by Oscar Cruz on our behalf shall have the same affect as acts of our own. This authorization is valid until further written notice from MO Masonry Inc. Sincerely, President, Miguel De La Herran DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 9/9/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY M 0 MASONRY INC CHECK R1024 1198 SKH Total Paid forBU1LDING STANDARDS ADMINISTRATION BSA; $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $104.39 $104.39 9/9/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY M 0 MASONRY INC CHECK R1024 1198 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.19 $47.19 9/9/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY M 0 MASONRY INC CHECK R1024 1198 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.06 $60.06 9/9/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY M 0 MASONRY INC CHECK R1024 1198 SKH Total Paid for FENCE OR FREESTANDING WALL- $211.64 $211.64 TOTALS: Description: 274LF OF 6' WALL AND 416x16 PILASTERS Type: WALL/FENCE Subtype: Status: APPROVED Applied: 9/9/2014 SKH Approved: 9/9/2014 SKH Parcel No: 777410012 Site Address: 52996 VIA DONA LA QUINTA,CA 92253 Subdivision: TR 29894-4 Block: Lot: 12 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,900.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NAME TYPE Details: 274LF OF 6' GARDEN WALL AND 4 PILASTERS AT SOUTH PL, DRIVEWAY, AND VARIOUS LOCATIONS PER APPROVED PLAN. [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. 1 Applied to Approved , CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT M O MASONRY INC 80-589 SHEFFIELD AVENUE INDIO CA 92203 (760)771-4722 CONTRACTOR M O MASONRY INC 80-589 SHEFFIELD AVENUE INDIO CA 92203 (760)771-4722 OWNER SUN VISTA DEVELOPMENT CORPORAT P O BOX 1144 LA QUINTA CA 92253 (760)771-4722 Printed: Tuesday, September 09, 2014 3:57:48 PM 1 of 2 g?"fSYS TEMS Printed: Tuesday, September 09, 2014 3:57:48 PM 2 of 2 cg?�SYSTEMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY FOOTINGS BY BSAS SB1473 FEE 1 101-0000-20306 0 $1.00 $1.00 9/9/14 1 R1024 1198 CHECK I M 0 MASONRY INC SKH Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $104.39 $104.39 9/9/14 R1024 1198 CHECK M 0 MASONRY INC SKH ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.19 $47.19 9/9/14 R1024 1198 CHECK M 0 MASONRY INC SKH 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.06 $60.06 9/9/14 R1024 1198 CHECK M O MASONRY INC SKH 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $211.64 $211.64 TOTALS: Printed: Tuesday, September 09, 2014 3:57:48 PM 2 of 2 cg?�SYSTEMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES BOND BEAM FOOTINGS FINAL" Printed: Tuesday, September 09, 2014 3:57:48 PM 2 of 2 cg?�SYSTEMS Bin # City of La Quinta -Building SL Safety Division Box 1504, 78-495 Calle Tampico . 5 La Quinta, CA 92253 - (760) 777-7012 V/A D60 -A, -Building Permit Application and Tracking Sheet Permit #P.O. Project Address: Mg, l� ��` 4 Owner's Name: S U U A. P. Number: A 0 1-2- Address: 112a Legal Description: City, ST, Zip: Lr,- nolm Contractor: �r �( Telephone: Address: `, Q /� '�� (L v City, ST, Zip: I Telephone: Project Description: 0,-(lr l City Lie. #: Arch., Engr., Designer:ZY ca—bo V"L t6 Address: City., ST, Zip: Tele hone: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: f Name of Contact Person:Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: 0— t� APPLICANT: DO NOT WHITE BELOW THIS LINE if Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cala. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance Title 24 Cala. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. R.O.A. Approval Plans resubmitted Grading IN ROUSE:- '`" Review, ready for correctionstissue Developer Impact Fee JPlanning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees ANDERSON DESIGN GROUP Structural Engineering Building Design _ 228 East 0adlllo Street • Cavina• CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938.0485 "•nglna•rtnp excellence .Ince 1951" WESS 34 * P, '31 1 41 F'0FC `FO DATE SIGNED 6-25-14 S-1.2LQ #6255 6' to 8' High Site Wall Trench Footing - C 0 "00 0'1' uo fA B�OCKCO4INC. Risk Rtegor.> SAFETY DEPT. Once 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM G ICS@ ,,CMUIROVED 6'-0" FOR CONSTRUCTION DESIGN CRITERIA: 'A' 'B' 1. DESIGN CRITERIA PER 2013 CBC 4 2. ALLOWABLE SOIL BEARING PRESSURE - 1500psf OPTIONAL WALL CAP D� ATE =.4 `_1'By 3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf 4. COEFFICIENT OF FRICTION - 0.25, COHESION - Opaf 5. CANTILEVER ACTIVE - 30pcf 6. MASONRY COMPRESSIVE STRENGTH, Pm - 1500ps1. SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. #4048'o.c. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECIFIC SITE. STD. LADDER TYPE NOTES: fjJ6 (Iy5 STD FOR SLUMPSTONE) X14045'Vc.A' 'B' 4048"o.c. 4054"o.c. 2'-0" JOINT REINF, AT TOP COURSE, 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND 24"o.c. 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. 6" WIDE (NOM.) CMU GROUT CELLS 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500pal 0 28 DAYS, UNLESS w/ REINF. OTHERWISE REQUIRED BY SOILS REPORT. 3'-2" 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, ANGELUS 2'-5" BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR u� WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR o ANGELUS BLOCK SLUMPSTONE SHALL BE USED. a = 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 'X' BARS PER = W MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE 0 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. 3'-5" 2'-7" 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, PER SCHED. AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF OOpsl. 'y. 0 OO P -s l� 'Y' BARS PER 7. , AST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP t� IS PLASTIC. PER 'L' z w 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH _ VERTICAL CONTINUITY OF THE CELLS. F.G. vii 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF ui a 40'-0"o.c. OR 20'-0"o.c, IF WALL IS TO BE STUCCO COATED 00 WET -SET FIRST - - MORTAR WASHED COURSE •• 2 MIN. 10. GROUT ALL CELLS WITH REINFORCEMENT, �1 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2-{14 CONT. Z w REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS w SEE DETAIL SHEET S-5.1, w. CL MINIMUM DEPTH 0 0 SLOPE 1n SLOPE SETBACK 0-0 1 -0 2 :1 2'-6" 2'-0" CONT. CONC. FTG. 8" 5'-0" MIN. 3 :1 2'-0' - CONT. TO DAYLIGHT ANDERSON DESIGN GROUP Structural Engineering Building Design _ 228 East 0adlllo Street • Cavina• CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938.0485 "•nglna•rtnp excellence .Ince 1951" WESS 34 * P, '31 1 41 F'0FC `FO DATE SIGNED 6-25-14 S-1.2LQ #6255 MASONRY FENCE WALL SCHEDULE 'H' MAX.X BARS RE)NF.WALL STEM BARS 15' LONG CMU 18' LONG CMU TYPE PER S-2.0 16' LONG CMU 18" LONG CMU 'L' STEM 'D' MIN. 6'-0" #4048"o.c. X14054"o.c. 'A' 'B' 4024"o.c. 4048"o.c. 4027"o.c. 4054"o.c. 2'-0 2'-0" 2'-10 2'-2" 6'-B" #4048'o.c. 4016"o.c. 4018"o.c. 2'-0" 3'-0" X14045'Vc.A' 'B' 4048"o.c. 4054"o.c. 2'-0" 2'-4" 7'-4" #4048"o.c. A' 4016"o.0. 4018'o.c: 3'-0" 3'-2" #4045"_. B' 4048"o.c. 4045"o.c. 2'-0" 2'-5" " M4040"o.c. X4036"o.c. 'A' B. 408"o.c, 4040"o.c, 409"o.c. 4036"o. c. 3'-4" 2'-0" 3'-5" 2'-7" ANDERSON DESIGN GROUP Structural Engineering Building Design _ 228 East 0adlllo Street • Cavina• CA . 91723-2115 (626) 938-1595 • Facsimile (626) 938.0485 "•nglna•rtnp excellence .Ince 1951" WESS 34 * P, '31 1 41 F'0FC `FO DATE SIGNED 6-25-14 S-1.2LQ #6255 40 LOC ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ,ENO OF WALL 8' High Max. Site Wall C o 100mph Risk Category I 6' Wide CMU 5 x -HF-------------- - O { Atel' L ,'' i .AIr e I I A II f Y f,"LE-PT. -: Fv�a ;i11 t: i f��,Cl rUN o --+ I LnI 1 f , Ln LM111,11777, RETURN 7YP. SxFIF A)_ TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES O & O TOTAL WALL LENGTH LI 5 x HF MIN. 5x HF MIN. O W z Q TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES O & O II ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Ealllo Street • Covina • CA • 91723-2115 (626)938- , 595 • Facsimile (626) 938-0485 "BnylneaNnp a+rcellence Sln Ce 2957" rr e.vui I rtv r �.«.r• __ _.. ;�FCFESS/q�,\ r L O P � F OF A1.�F0 NED 5-21-14 S-2.OLQ #6255 aALNoIEs IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PRECISE GRADINC PLAN Nunn wnr wmRCL Wnauamrla¢pW ®.eae. THE HIDEAWAY LOT 12D TRACT 29894-4 M.B. 351/49-57 PORTION OF SECTION 9, T.BS.. R.7E., SBB&M nl:amierz ram aWa¢ml•om roauaam e¢ooWro e+[n mwwo II I 1 'I 1 q I' W, •, Y PE=(1008.0) em eu, ev a v as 1 I I 1 e¢ Iru` EXIST. RESIDENCE ML ¢ � R �II n! b IOrOr mm R ON 4 Wlpa• IIWtC 1 o NW1 C0'Rllae. � I I I I: �� oaW 0. MaaCIa WIW®[IG10aCeW 41®I®latll,. III It� wW 1 ._ I � i m Wm,r®. Nt NWaeat ra mmo M >aa�w�io ma^�mWW�W u'OeIIWp°"mnanae r,a,xaamWrra h-:- �� aC° Cnl rel CC@IB o CW9ffi Y,rCWInamWIIWnI01maM 'I- I-___ I_ WEU en"Ole¢bm m1•ane MlH a[R•�® II ela nO. a•l!m®uo Leaa 4,. I I III L am®o oma u•mW m ¢ Isom W oN wBsm v x 1=I InWRK Ona�mn M1•�Igmla �rpO ®LLIWAW�C®RC[ I IH rr�m6a[1101 WnWW ee aYRV¢ v ClmWe ano a[ xV a[ O eWW amra+ III I ¢ 16vrm» am0 tt raE I¢Ive a Ia1m almmWea xe, m� "':nr� ary" IIS I x v m W vlWm ne• �=lae,m Wan" m"M1 " I.m lv.emn qw¢�'r°� III I L a,a Wu¢•mOWoor® raa ��.�WY1OttmV� .0•WWaYOe,WaWal0 � �; II; i Q� I rm a .•u . ................. .. °R.R ................." ttBFXN(SLOT DRAW II r,om neo ¢d ipt .......... ao•r an ................... rro a aem ......... ..... ... rt I ry moon ................ tt I 1 a ... .a w> Irtmn................ Ria/ a. .................. •/,I ruW III i na MW. .. .... .. .. .. .... .. Yw ¢wl wao .. ...... .... .. ...n i� f/. nes u¢m a.mmn.................. 41e.WI YW ................. . ....... . 1 t CIP1�N011I pETAd ; I I / iI '� I I I• ;II a. `�0" IA a:,m I �Y .�,m,� rRea„en ".WWc nm R.WW m.•urro "''�7��. ^ Wit' y ••: • ,s��.'a!M7Qf.-',.. .IL ... .n,s r. •iii SII z TL mOL 0 -- AMM COK4iRUCTiON AtO,� BSNCHMARX - IACAL BENCF9AARK LEGAL �m°•Wommo rmu wW Wrn� N. / o aFrnla sfp •nrRl1D enm I Wrmnort hall •Cana w a c uR®m eor�. n nol OO Wares 1� Wo ImI owlw a.w lolml War o ¢ MEI a• -- a 1¢ a M aIl¢ ¢ M Cltt W WlrQll O �,W� barW pJyu p � CQ a�����,•¢u[n MCIttOURI1M•. FN 0 ,eW •Yf Oa a1C"o�n1 prW 100 B - (W81P/Cr IOCO.00 I[[r fWI 1N[ R.. 4iWWWa10 aQ/i amoar WII laH Q W1a W]MII M.•W rmn LL,n alw) RW 4ae�® rcolvxo 1•RJRf M@o.o-ar..ni •r>.aa ' SITE oosa,arw omanoa� ra®n. �,vean lane eWmal ter n u i6 Or Woa n aI Qe o, v BASIS OF BEARINGS n W u anm nnrc ma mlom snm x.am "" eo na oar Im• �.9°�'i �a r� n sn "u lanW ar. ru n �� o oa¢o m om mrw 1a mr Wm wn. Wm w mmwr ac LOT v N 8 maW[, aD aW, m nn r. aim o wn m. oauirt, •u 1. M W,la o M m•rtt Imml _ BO�p ®K�LLW WW WI�°OY�(9ntn 6MOWMYa N1,981¢. WRObC RMa f•: "1W e0 eWC CRI®)• •oOmW; WO�� na�.R•a4f �IV1°Rla'/I/�`a 1a11W®mU. RW NWW DRYNEII OETAR Yt•IAP ®m�Iw�rd a�e•¢a"aIm APN: 777-410 -012 MINI 62-898 VIA DONAONA 8 20 is srm,•®I,WaMam PRIVATE RESIDENCE Dain: •evl: SI PRECISE GRADING PLAN � = THE HIDEWAY IAT 12 aaW WW„ CINEERING "a"":, e,,., TR 29894-4 MB 351/49-57 M10- balow. r¢am , _ rae. erW. ss M N. PGIRMI caiif Wea/W ro" mo .�. CITY OF IJA UINTA ct a