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BWFE2014-109278-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: . APN: Application Description: Property Zoning: Application Valuation: Applicant: HUITRON CONSTRUCTION 0 OUTSIDE CITY LIMITS LA QUINTA, CA 92253 c&tw 4 lwQu&& COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BWFE2014-1092 54941 AVENIDA BERMUDAS 774303019 316 LN FT X 6 FT & 5 FT HT $12,640.00 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. 1 License Class: Class: License No.: :LIC -01062 j. Date:q;- 2- l Contra F. OWNER-BUI DER 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 alleg 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 contractors) 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 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/25%2014 Owner: RW REAL ESTATE INC P 0 BOX 447 LA QUINTA, CA 0 Contractor: HUITRON CONSTRUCTION 0 OUTSIDE CITY LIMITS LA QUINTA, CA 92253 (760)398-3230 Llc. No.: :LIC -0106213 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 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 th, if I should become subject to the workers' compensation provisions of Sectirf 300 of the Labor Co I. I shall forthwith comply with those provisions. I Applica 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 sit ,laws relating to building construction, and hereby authorize representatives of tl o enter upon thea, ove- mentioned property for inspection purposes. / f f)ate:q )'•I— Signature (Applicant or AgEn� 1� FINANCIAL .• 1. DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $120.36 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for FENCE OR FREESTANDING WALL• $229.13 $0.00 • • •• Description: 316 LN FT X 6 FT & 5 FT HT Type: WALL/FENCE Subtype: Status: SUBMITTED Applied: 9/25/2014 PJU Approved: Parcel No: 774303019 Site Address: 54941 AVENIDA BERMUDAS LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 313 Lot: ST Issued: UNIT 28 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $12,640.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NAME Details: 316 LN FT X SFT HT & 6 FT HT ANGELUS STANDARDS APPROVED PER AJ CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. r' i Printed: Thursday, September 25, 2014 3:40:30 PM 1 of 2 ��S YC 7FAA G CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT HUITRON CONSTRUCTION 0 OUTSIDE CITY LIMITS LA QUINTA CA 92253 CONTRACTOR HUITRON CONSTRUCTION 0 OUTSIDE CITY LIMITS LA QUINTA CA 92253 OWNER RW REAL ESTATE INC P O BOX 447 LA QUINTA CA 0 Printed: Thursday, September 25, 2014 3:40:30 PM 1 of 2 ��S YC 7FAA G PARENT PROJECTS Printed: Thursday, September 25, 2014 3:40:30 PM 2 of 2 C VCTFM S INSPECTIONS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY FOOTINGS BY WALL/FENCE - EA 101-0000-42404 0 $120.36 $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 $229.13 $0.00 TOTALS: $230.13 00 PARENT PROJECTS Printed: Thursday, September 25, 2014 3:40:30 PM 2 of 2 C VCTFM S INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINAL" FOOTINGS BOND BEAM PARENT PROJECTS Printed: Thursday, September 25, 2014 3:40:30 PM 2 of 2 C VCTFM S Total Permit Fees # Qty. Of La Quinta summg a Safety Division ' P.O. Box 1504,*78-495 Caffe TaMPIC10 Pemilt # f4.QLdnta, CA 92253 -:(760) 777-7012 Building Permit Application and Tracking Sheet Project Ad&=i AV , Owner's Name:. q4 A. P. Number. Address: E� Legal Description: City, ST, Zip: vA� Contz=tor. L (6%. J\,�-bf\* Telephone: M1 Mal. - Address: Project Description: City. $T. Zip: J-71 toe, 0� 11 Sj-Q 40e. ed� Telephone . State LiQ 4: J City Lia 4; no ---A Arcfi. Engr, Desiguer Address: City, ST. Zip, Telephone: kt Construction Type: 0=paacy: -7 29 State Lia #: Project type (circle one): Add', Alter Repair Demo Name of C0014 Person C-\uS"Q,0Sq Ft: # Unita Telephone of Contact Per= i5lc(oc(a Ewmaw yawe of Project APPLICANT: DO NOT WRITE BELOW THIS LINE M Submittal ReWd Rtcld TR&CMG PERMIT FEFS Plan Sets Plan Cheek submitted item Amount Structural Caics. Vian Check Deposit, Reviewed, ready for corrections Cala. Contact Person Plan Check Balance. Truss Contact ;C&Ucd Title 24 CRIcL Plans picked up Construction Flow VWR &_2 -Afechankst—L— Gi-ading plan r' Review, ready for correcdon&rwue Electrical Suw1lactor List Called Coutadperson Plumbing Grant Deed Plans picked up ML H.O.A. Approval Plans resubmitted Grading IN ]KOUSE:-. 3" Review{ ready for cormcdons/issuc Developer Impact Fee Planning Approval called contact Person A.LP.P. Pub. Ayks.Appr Date of permit Inue School Fees Total Permit Fees j VIA / BLOCK CQ, INC. Since 1m ANGELUS BLOCK MASONRY FENCE WALL SYSTEM EKD'OF WALL � O SxHF A o x nnAAo N Z z z _ z � F = w w E C3 w 8' High Max. Site Wall C ® 100mph Risk Category I 6" Wide CMU O Ap iA `PT. '1 1+.;C fiUN z A ,✓ x an . '. _. SxHF SxHp � HF ..RETURN TYP:. TYPICAL REINFORCED WALL STEM TYPES PLAN B WALL TYPES' & . . 0A rnrAI Wel I 117NMW TYPICAL REINFORCED WALL STEM TYPES ELEVATION WALL TYPES .O & �1X NED.5-21-14 ANDERSON DESIGN.GROUP.. _Lr�•0L� Structural Engineering Building Design S _ . 228 East Satllllo Street • Covina • CA • 91723-21 IS (626) 938-1595 • Facsimile (626) 938-0485 #6255 anylneeNnp excellence .1- 1957' YCY-5.:21Sn L! iIRYr w.n.l• _ *OCK I�Z94;'INCB ANGELUS BLOCK MASONRY FENCE WALL SYSTEM )ESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC ?. ALLOWABLE SOIL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf t. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf i. CANTILEVER ACTIVE = 30pcf S. MASONRY COMPRESSIVE STRENGTH, f'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. DOTES: 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. ?. 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 @ 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT, 1. 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 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. i. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF . 'OOpsi. ,Z 0 UQ V-5), ). , iRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. ). VERTICAL CONTROL JOINTS SHALL BE SPACED 'AT A MAXIMUM OF 40'–Q"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED ). GROUT ALL CELLS WITH REINFORCEMENT. 1. 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. 2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS SEE DETAIL SHEET S-5.1. IINIMUM DEPTH V @ SLOPE SLOPESETBACK 0'-0" 1'-0" 2 :1 2'-6" 2'-0" 3 :1 2'-0" – 6' to 8' High Site. Wall _ Trench Footing -GqpTf T(OOmjpfto%at �� Risk 1 ateglori6 I SAFETY DEPT. 6° ide ZMEPROVED FOR CONSTRUCTION . OPTIONAL WALL CAP ---&DATE BY #6 STD. LADDER TYPE (#5 STD FOR SLUMPSTONE)_ JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. 6" WIDE (NOM.) CMU GROUT CELLS w/ REINF. 'X' BARS PER SCHEDULE @ CTR. OF WALL 'Y' BARS PER SCHEDULE LAP PER 'L' F.G. WET–SET FIRST COURSE 2–#4 CONT. CONT. CONC. FTG.--------- MASONRY TG.—` ANDERSON DESIGN GROUP Structural Engineering' Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "-g;- g excNlence s%nce 1957- SETBACK PER SCHED. w 0 w U vl La La a MIN. ,11 8" 5'-0" MIN. 1 CONT. TO DAYLIGHT QRpFESS DATE SIGNED 6-25-14 S-1.2LQ #6255 C� 1 f 2, 1M MASONRY FENCE WALL SCHEDULE q' MAX. 'X' BARS RONF.WALL STEM 'Y' BARS L' STEM V MIN. 16" LONG CMU 18" LONG CMU TYPE PER S-2.0 16" LONG CMU 18" LONG CMU 6'-0" #4@48"o.c. #4054"O.c. A' 4024"0.c. 4@27"o.c. 2'-0" 2'-10" B' ' 4048"o.c. #4054"o.c. 2'-0" 2'-2" 6'-8" #4048"o.c. #4045"o.c.A' 4016"o.c: 4018"o.c. 2'-0"' 3'-0" 'B' 4048"o.c. 4054"o.c. '2'-0" 2'-4" 7'-4" #4048"o.c. #4045"o.c.A' 4016"o.c. #4@18'o. c. 3'-0" 3'-2" 'B' 4048"o.c. 4®45"o.c. 2'-0" 2'-5" A' 4@8"o.c. 4@9"o.c. 3'-4" 3'-5" #4@40"o.c. #4@36"o.c. B' #4@40"o.c. #4@36"o.c. 2'-0" 2'-7" ANDERSON DESIGN GROUP Structural Engineering' Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 Facsimile (626) 938-0485 "-g;- g excNlence s%nce 1957- SETBACK PER SCHED. w 0 w U vl La La a MIN. ,11 8" 5'-0" MIN. 1 CONT. TO DAYLIGHT QRpFESS DATE SIGNED 6-25-14 S-1.2LQ #6255 C� 1 f 2, 1M - �• b -- ' —� a I 1 19S ;1 wnw�w;tit , — i ,-- ITYOFF \✓v� • _/ V I BUILDING &SSA��`F`ETY DEPT. APPROVED FOR CONSTRUCTION. DA SY M LF OF ILDC L WA%A% ca Q cam! � nl m Q 0 M t0 1 7- > CO � X c5v Q BUIL r' DATE Q SCALE: 1"=40' 0 20 40 80 120 W J 30' 30, u a a o w C1 - Z W > W it ix / Q = ,(T� h \l PG / j •� QP ,CALjL E tM ` Pf TE'C T < M EXHIBIT "1.2 CITY .OF LA QUI NTA RIGHT OF WAY VACATION PLAT —. EXHIBIT -L--j That portion of Section 13, Township 6 South, Range 6 East, S. B. B. & M. in the City of La Quinta, County of Riverside, State of California, more particularly described as follows: _ iti Beginning at the Northeasterly terminus of hat certain 30.00 foot. radius curve in the Southerly line of Lot 7, Block `313, Unit No. 28, Santa Carmelita at Vale La Quinta, as per map on file inlBook 19, Pages 59 and 60 of Maps, Records of Riverside County, State of -California; THENCE South 411 19' 30" West along the Southwesterly prolongation of the Southeasterly line of said Lot 7, a distance of,30.00 feet; THENCE North 48' 40' 30' West, a distance o -F 30.00 feet, to a point in' said 30.00 foot radius curve, through which. -point a radial line to the radius point of said curve bears North All 19' 30-iEast' THENCE Northeasterly along the arc_ of said._ 30.00 foot radius curve, concave Northerly, through a central angle of 90- 00'. 00- for an arc distance of 47.12 feet to the Point of Beginning. Contains 193.1 S.F. <0.004 Acres) JOSEPH KICAK No. 21775 Exp. Det* 9-30-93 CIVIL 41, ENGINEERING ,0