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BWFE2016-006078-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2016-0060 Property Address: 81318 PEARY PL APN: 767680030 Application Description: SAMUEL/ BLOCK WALL Property Zoning: Application Valuation: $19,800.00 Tw^r 4 rwQumr(u COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 11111111111- 58 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: 3D GROUP 6615 E P C HWY STE 260 LONG BEACH, CA 0 Date: 3/3/2016 Applicant: Contractor. i ,AR U �,! 2016 �' A S T STONE CORPORATION A S T STONE CORPORA 10 1279 W MAIN STR. STE. 205 1279 W MAIN STR. ST 2 E`ITYLltil�liP EL CAJON, CA 92020 EL CAJON, CA 92020 COMt$UN19YDEVELOFVEtJi1ME 1,1%,liT (619)401-8871 Llc. No.: 816966 --------------------------------------------------------------------------------------------- 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. C54 License No.: 816966 All law Date:01-60—l[n 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).: (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 NameR���/V��G Lender's Address: WORKER'S COMPENSATION DECLARATION I her y 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 oft w k 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 �01 orkers' compens ' n i urance carrier and policy number are: CaPolity Number: ify 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. n n� ate- &]iS/tit . • .. 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 t above-mentioned property for inspection purposes. n I Ir Date����/[� Signature (Applicant or Agent) FINANCIAL INFORMATION DESCRIPTION A00OUNT `.: QTY ` AMOUNT` PAID PAID DATE' BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/3/16 PAID BY " METHOD,. RECEIPT # CHECK # CLTD BY RAUL SALAZAR DEBIT R13528 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT.:.-:: QTY: -AM : PAID PAID DATE WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $72.50 $72.50 3/3/16 PAID BY METHOD . RECEIPT # CHECK #: CLTD BY RAUL SALAZAR DEBIT R13528 RSE DESCRIPTION ACCOUNT QTY AMOUNT - PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 3/3/16 PAID BY METHOD RECEIPT # :. CHECK # . CLTD BY RAUL SALAZAR DEBIT R13528 RSE DESCRIPTION ACCOUNT QTY AMOUNT:: PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 3/3/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY RAUL SALAZAR DEBIT R13528 RSE Total Paid for FENCE OR FREESTANDING WALL: OTTALS: $181.27 $182.27 $181.27 $182.27 B1t O, $in= 1944 ANGELUS BLOCK MASONRY FENCE WALL"SYSTEM 6' to 8' High Site Wall Trench Footing - ;T10 1�C� [r I TA i Risk ategQr; SAFETY DEPT. 611We 10"WR VE ' FOR CONSTRUCTION DESIGN CRITERIA: - i. DESIGN CRITERU.; PER 2013 CBC MASONRY FENCE WALL SCHEDULE' 2. ALLOWABLE SOIL BEARING PRESSURE a 1500psf OPTIONAL WALL CAP - 3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf X BARS. REINF.WALL STEM -- `_BARS`. 18" LONG CMU 18" LONG CMU TYPE PER -5=20 18" LONG CMU 18' LONC CMU 4. COEFFICIENT OF FRICTION - 0.25, COHESION = Opsf D' MIN. 5. CANTILEVER ACTIVE = 30pcf #4048"o.c. 6. MASONRY COMPRESSIVE STRENGTH, Pm - 1500ps1. SPECIAL INSPECTION A 'B' NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. .4027"o.c.. 4054"o.c. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE 2' -10 PROJECT SPECIFIC SITE.6 STD: LADDER TYPE NOTES: 1#5 STD.,FOR SLUMPSTI -401NT REINF:, AT' TOP C 1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 AT FIRST COURSE, AND GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 /j4048"o.e.. INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. A' B. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL 018"o.c. 4054"o.c. WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES. 6" WOE (NOM.) CMU 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 #4048"o.c, WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR A B ANGELUS BLOCK SLUMPSTONE SHALL BE USED. #4®18"o.c.3'-0" ' 4045"o.c. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS 'X' BARS PER 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 MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY LATE _?h� gy RE! REQUIREMENTS OF ASTM C270. CITY 6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP, COMMUN AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ''OOpsl. 4 o UO -5 �. p 'Y' BARS PER 7. .IRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE SCHEDULE LAP IS PLASTIC. PER 'L' 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. F:G. 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 WET -SET FIRST MORTAR WASHED j� n lj�A 10. GROUT ALL CELLS WITH REINFORCEMENT. CITY OF r LA da�U11VyTA ^ 11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CDNC iLrpjNG & SAF-ETY DEPT. FOOTING REINFORCING IS TIED IN PLACE. B. AFTE VE L� � � REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR G 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT D�.T{ A'CONSTRUCTION SEE DETAIL SHEET S-5.1. MINIMUM DEPTH D 0 SLOPE r 1 I SLOPE I _ _ 'DATE S/ l ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 englneC//nB excel/<nca since ]957" IVE® G w 3 2016 w a mi D w � U N U W, .._ I L 8" l 5'-0" MIN.. CONT. TO DAYLIGHT ,.. 34 * P: 31. l A—JT.¢P0.. DATE SIGNED 6-25-14 S--1.2LQ #6255 i i MASONRY FENCE WALL SCHEDULE' H' MAX. X BARS. REINF.WALL STEM -- `_BARS`. 18" LONG CMU 18" LONG CMU TYPE PER -5=20 18" LONG CMU 18' LONC CMU L' STEM D' MIN. 6'-0" #4048"o.c. #14054"o.c. A 'B' 4024 ox. 4048"o.c. .4027"o.c.. 4054"o.c. 2^-0 2�,-0" 2' -10 6'-8" /j4048"o.e.. X4045"o.e. A' B. 4016"o.e: 048"o.c. 018"o.c. 4054"o.c. 2'�0" `2'-0" 2'-4!' T-4" #4048"o.c, #4045"o.e. A B 4016'o.c. 4048"a.c. #4®18"o.c.3'-0" ' 4045"o.c. 2'=0 3'-2` 2'-5" "A" {)4040"o.c. #4036"o.c. .81 408"O.c. 4040"o.c. 09"o.c. 4036"o.c. 3'-4" 2'-0" 3'-5 '2'-7" ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 englneC//nB excel/<nca since ]957" IVE® G w 3 2016 w a mi D w � U N U W, .._ I L 8" l 5'-0" MIN.. CONT. TO DAYLIGHT ,.. 34 * P: 31. l A—JT.¢P0.. DATE SIGNED 6-25-14 S--1.2LQ #6255 i i 8' High Max..Site -Wall - C o 100mph VOLOCK *C(X, INC. Risk Category I .. UNC Since 19" ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 60 Wide CMU END: OF WALL x � O S x HF - 5 x^FfF--'�^---------k 11� IL A 'Y �EI,11177,71,11777_777.1 0'�"j, "J:i .i T'ON L NA, B, x A Ln iz IL-4. 2: x -RETURN -TYP.. 5 x HF 5 x HF H TYPICAL REINFORCED WALL STEM E1VE® MR WALL TYPES & A0 3 2016 TOTAL WALL LENGTH 5 x Hp MIN. COMMUNITY D 7 ZIZI z T, 63 A B. Z'.7 -r, < CIV. OF LA `mar UINTA TYPICAL REINFORCI 7,E�W*bIN6 A-10 716 N WALL TYPES O -a, APPROVED FOR CONSTRUCTION RATE -416 BY 0�0 L ANDERSON DESIGN'GROUP. Structural Engineering . Building Design 228 Czastftdillo Street • Covina . CA . 91723-2115 (626) 938-1595 • mlie (626) 938-0485 ENT --, 02. � k� NED 5-21-14 S-2.OLQ #6255 l l 6' MAX GRADE 4" 16" TOP VIEW FOOTING BLOCK GROUT STEEL REBAR REB PLACE 1 LLUSTF SEGTIOI�I VInEW MIN 24" REBAR OVERLAP BLOCK (12" X 12" OR 16" X 16") SOLID GROUT (4) - # 4 REBAR (ONE AT EACH CORNER) ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. FOOTING FOOTING RE13AR SHALL HAVE A MIN. 6" LONG 1400K AND A MIN. CONCRETE COVER OF 3". I 27" CHECK WITH THE, BUILDING,DEPARTME...NT TO VERIF;Y.IF A, BUILDING PERMIT IS REQUIRED., WHEN A BUILDING PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 1) FOOTING: EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING THE EARTH/GIRT. 2) REBAR/PRE-GROUT; VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL:'AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. Mi F 0% LIMITATLQNS. MDQ Q 3 2016 1 . PILASTER SPACING SHALL NOT EXCEED 20 FT. WHEN OTHER INFILL FENCING IS ATTACHED. 2. ONLY OPEN TYPE FENCING (S�tj(�BE ATTACHED TO PILASTERS. SOLID TY 1 O PILASTER. 3. GATES AND DOORS AIWE�A'RY SAIG�'i1 UT MAX. WEIGHT AND 4 FT. MAX. WIDTH PER PILASTER. 4.THIS PILASTER DESIGN IS INTENDED TO BE USED QF tM AS A FENCING FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS. 5. FENCE HEIGHTS ARE REGULATED - CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 6. INSTALLATION OF ELECTRIC CIRCUITS, CONDUITS. OR LIGHTING FIXTURES REQUIRE ELECTRICAL PERMITS AND INSPECTION. 7. FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED AND ENGINEERED FILL. 8. FOR DESIGN PARAMETERS. SEE FREESTANDING BLOCK WALL STANDARD. EXISTING GOLF COURSE PLANT MATERIAL ttnnrtr< I.nrVna .• . ..o. O La..�o elflCNli. •:.�� ..ulu Imal I Wk, - IW -,M 5a1Q Akd Taw r 00 LliU ��ir irU m 0 om C. ® Z M� LL J<O ml ®D 00 w 0 Imal I Wk, - IW -,M 5a1Q Akd Taw r C � �brMl6_NiVTf I �L� P1A^1lC�a M. I�C'P 11� ]. ".aCLux 0t � ONti'Y.00RMAx :CM1 :uor iawt ti r,..11a� . r Ammm s aaR wu ..rel � nvc.u! n.u+evas,� a�erviTr m ram,,, m.o+vww tea, ocnwwn aclew Nx:,an]a:a.� ! .min �y �0��x n.uva.Mwn rpoRr�'o aim � auuem waxacew] m.ux .n a mnnmavos*+�wwa r-rnm..nm alwaa �.•••wnwiyirin oa' : w°n o�o,.arw.. rna. arouo] ti — IN l-0 sc.m w.wml /. SEE SHEET L-5 FOR CONSTRUCTION DETAILS LAM— w C � �brMl6_NiVTf I �L� P1A^1lC�a M. I�C'P 11� ]. ".aCLux 0t � ONti'Y.00RMAx :CM1 :uor iawt ti r,..11a� . r Ammm s aaR wu ..rel � nvc.u! n.u+evas,� a�erviTr m ram,,, m.o+vww tea, ocnwwn aclew Nx:,an]a:a.� ! .min �y �0��x n.uva.Mwn rpoRr�'o aim � auuem waxacew] m.ux .n a mnnmavos*+�wwa r-rnm..nm alwaa �.•••wnwiyirin oa' : w°n o�o,.arw.. rna. arouo] ti — IN Description: SAMUEL / BLOCK WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW Applied: 3/3/2016 RSE APPROVED Approved: Parcel No: 767680030 Site Address: 81318 PEARY PL LA QUINTA,CA 92253 Subdivision: TR 33076-1 Block: Lot: 68 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $19,800.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: 330LF OF 6' GARDEN AND 3 PILASTER SIDE YARD [ANGELUS STANDARD] 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 CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL ' APPLICANT A S T STONE CORPORATION 1279 W MAIN STR. STE. 205 EL CAJON CA 92020 CONTRACTOR A S T STONE CORPORATION 1279 W MAIN STR. STE. 20S EL CAJON CA 92020 OWNER 31) GROUP 6615 E P C HWY STE 260 I LONG BEACH CA 0 Printed: Thursday, March 03, 2016 2:52:43 PM. 1 of 2 SYSTEMS u a - �z 06�I 0 F'fK�v4`� BOND INFORMAI ION ATTACHMENTS Printed: Thursday, March 03, 2016 2:52:43 PM 2 of 2 LYE7 SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ' BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/3/16 R13528 DEBIT RAUL SALAZAR . RSE Tot al.Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: WALL/FENCE - EA 101-0000-42404 0 $72.50 $72.50 3/3/16 R13528 DEBIT RAUL SALAZAR RSE ADDITIONAL 50 LF WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $47.86 3/3/16 R13528 DEBIT RAUL SALAZAR RSE 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $60.91 3/3/16 R13528 DEBIT RAUL SALAZAR RSE 100 LF PC Total Paid for FENCE OR FREESTANDING WALL: $181.27 $181.27 TOTALS: $182.27 $182.27 BOND INFORMAI ION ATTACHMENTS Printed: Thursday, March 03, 2016 2:52:43 PM 2 of 2 LYE7 SYSTEMS Bin # Permit # �� 8/31 .City of La Quinta Building 8i; Safety Division 78-495 Calle Tampico (b.� 00 60 La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: T` 'FF� '. Owner's Name: Sph MIDENCE A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: r Telephone: Address: ° LS'Project Description: ' City, ST, Zip: ©4 f l G 11 Vv a Telephone: i n cel State Lic. # : e b City Lic. #: C V Arch., Engr., Designer: Address: City., ST, Zip: Telephone: Occupancy: Construction ton Type: cY: State is # Project tYPe� circle one New Add'n Alter Repairair Demo Name of Contact Person: Sq. R.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE 11 Submittal Req'd Rcc'd TRACIGNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. 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"" Review, ready_for.corrcctions/issue. Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading V IN ROUSE:- 3'! Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees